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Home My WebLink About2002-2761 2 3 4 5 6 7 8 9 10 1] 12 1 1 1 Bound Contract) RESOLUTION NO. 2002-276 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO MATICH CORPORATION FOR CONSTRUCTION OF STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 312D STREET AT THE SAN BERNARDINO INTERNATIONAL AHtPORT PER PLAN NO. 10494. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. Matich Corporation is the lowest responsible bidder for construction of Street Improvements of Del Rosa drive and 3rd Street at San Bernardino International Airport per Plan No. 10494. Subject to the concurrence of the governing board of the Inland Valley Development Agency a contract is awarded accordingly by the City to said bidder in a total amount of $499,499.00 with a contingency amount of $65,000.00 but such award shall be effective only upon being fully executed by both parties and the concurrence of the governing board of the Inland Valley Development Agency. All other bids, therefore, are hereby rejected. The Mayor is hereby authorized and directed to execute said contract on behalf of the City; a copy of the contract is on file in the office of the City Clerk and incorporated herein by reference as fully as though set forth at length. SECTION 2. This contract and any amendment or modifications thereto shall not take 211 effect or become operative until fully signed and executed by the parties and no party shall be obligated hereunder until the time of such full execution. No oral agreements, amendments, 24 25 26 27 28 modifications or waivers are intended or authorized and shall not be implied from any act or course of conduct of any party. SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of the resolution. /// -1- ~ ^ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 '' 16 17 18 19 20 21 22 23 24 2002-276 RESOLUTION .......... AWARDING A CONTRACT TO MATICH CORPORATION FOR CONSTRUCTION OF STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT PER PLAN NO. 10494. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and Common Council of the City of San Bernardino at a jt. reg. meeting thereof, held on the 19th day of August , 2002, by the following vote, to wit: Council Members: AYES NAYS ABSTAIN ABSENT ESTRADA LIEN MC GINNIS DERRY SUAREZ ANDERSON MC CAMMACK x x x x x x x Rac 1 G. Clark, City Clerk The foregoing resolution is hereby approved this 1ST day of August , 2002. h Valles, Mayor of San Bernardino Approved as to form and legal content: By: S,OrC1A I 04h$CI _ 'z _ Meeting Date: 08/19/2002 ~2(6lA~flL Item 1116 Resolution 1/2002-276 FILE NO. 7.30-14B -- ACCT. NO. 242 X62-5504-7339 CITY OF SAN BERNARDINO `' STATE OF CALIFORNIA w CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 10494 FOR STREET IMPROVEMENTS '~ OF DEL ROSA DRIVE AND 3~' STREET __ AT THE SAN BERNARDINO INTERNATIONAL AIRPORT .. DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES `" CITY OF SAN EERNARDINO JULY, 2002 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. w ON AUGUST C, , 2002 FEDERAL E.D.A. PROJECT N0.07-49-02680.02 L~vwlzir ~~/~~~ 2 2 7 6 FILE NO. 7.30-14-B ACCT. NO. 242-362-5504-7093 JULY 29, 2002 CITY OF SAV BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. ONE PLANS AND SPECIAL PROVISIONS NO. 10494 FOR STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT NO. 07-49-02680.02 The "BID SCHEDULE" of this project is hereby amended as follows: 1. The quantity of Bid Item No. 13 is reduced from 740 SF to 556 SF. 2. The quantity of Bid Item No. 14 is increased from 866 SF to 1,060 SF. 3. The quantity of Bid Item No. 17 is reduced from 190 CY to 155 CY. 4. Add Bid Item No. 49, "TWTC OVERHEAD TO UNDERGROUND CONVERSION". A revised "BID SCHEDULE" is attached which replaces the original "BID SCHEDULE". The following sections are hereby modified or added to the SPECIAL PROVISIONS: 1. Add to SECTION 4, 4-1.02, (a) the following: "See "EXHIBIT "A" for City of Highland Standard Drawings and Insurance Procedures." 2.. SECTION 7-2 - "TWTC OVERHEAD TO UNDERGROUND CONVERSION"- Entire Section was added. A revised SECTION 4, new SECTION 7-2 and the above described addition to EXHIBIT A is attached and is a part of this Addendum No. One. ADDENDUM NO.ONE SPECL4L PROVISIONS N0.14094 02 27s The PLANS for this project are hereby revised as follows: Sheet No. I -Change Removal/Relocate Note Nos. 2 and 8 as follows: a. Note No. 2 is revised to read as follows: "Remove existing tree as directed by the Engineer. b. Note No. 8 is revised to read as follows: "Remove & cap existing irrigation system". 2. Sheets No. 4 -Change Removal/Relocate Note Nos. 2 and 8 as follows: a. Note No. 2 is revised to read as follows: "Remove existing tree as directed by the Engineer. b. Note No. 8 is revised to read as follows: "Remove existing irrigation valves, salvage and provide to owner". 3. Sheets No. 6 -Revise sheet as follows: a. The City Limit Line of the City of Highland/City of San Bernardino was not shown on Sheet 6. Please refer to Sheets 3 and 4 for the location of the City Limit line at the intersection of Del Rosa Drive/3`a Street. The Contractor is required to obtain a permit is required from the City of Highland for all work within its jurisdictional boundary, including compliance with City of Highland requirements, payment of all applicable fees and posting of all required insurance. 4. Sheets Nos. 6 and 7 -Revise sheet as follows: a. Crosswalk striping shall conform to the requirements of City Standard Dwg. No. 205. Crosswalk striping at the Del Rosa/Art Townsend Drive intersection shall align with the handicap ramps. Crosswalk striping at the Del Rosa Drive/3`a Street intersection shall reflect the 5 foot clear dimension from the face of the curb return as indicated on City Standard Drawing No. 205. 5. Sheets No. 8 -Revise sheet as follows: a. The minimum ADA access width of 48" shall be maintained at all locations along the sidewalk as directed by the Engineer. b. Construction Note No. 1 -Add at end of note: "(20 amp breaker)". c. Construction Note No. 5 -Add at end of note: "(36 inch minimum depth for street crossing)". d. General Lighting Note No. 6 -Add at end of note: "(36 inch minimum depth for street crossing)". ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AT THE B/OTTOM O/~F THE SIGNATURE SHEET INCLUDED WITH THEIR BID. OND A. CASEY, D puty Director/City Engineer DATE: "1 ~ 3..>~ u ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 '02 2~~ ATTACHMENTS TO ADDENDUM NO. ONE REVISED BID SCHEDULE ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 nn v ~n ~nn~ 02 276 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PL.4iN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 1. 1 LS TRAFFIC CONTROL a[ the Lump Sum Price of LS 2. 1 LS MOBILIZATION at the Lump Sum price of LS 3. 1 LS CLEARING and GRUBBING, Unclassified Excavation, and LS Unclassified Fill at the Lump Sum price of 4. 1,437 TON ASPHALT CONCRETE PAVEMENT, including Overlaying, Feathering, Adjusting Water Valves, and Existing Manhole Frame and Covers to Grade, at per TON ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 nn v oo ~nm 02 276 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSH DRIVE AND 37D STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 5. 92 TON ASPHALT CONCRETE DRIVEWAY (Thickness 3.50"), at per TON 6. 339 TON AGGREGATE BASE MATERIAL, at per TON 7. 139 LF 8"ASPHALT CONCRETE DIKE, at per LIN. FT. 8. 266 LF 6" PCC CURB, Type "A", at per LIN. FT. 9. 2,495 LF 8" PCC CURB and GUTTER, Type "B", at per LIN. FT. ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 nn v ~o vnn~ ~2 276 BID SCHEDULE STREET IMPROVEbIENTS• OF DEL ROSA DRIVE AND 3RD STREET AT TFIE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PL?uN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT IP.VIT PRICE WRITTEN IN WORDS PRICE TOTAL 10. 114 LF 6" PCC CURB and GUTTER, Type "C", at per LIN. FT. 11. 13,290 SF PCC SIDEWALK, Case "A", at per SQ. FT. 12. 1,973 SF PCC MEANDERING SIDEWALK, Case "B", at per SQ. FT. 13. 556 SF PCC COMMERCIAL DRIVEWAY APPROACH, Type II, at per SQ. FT. 14. 1,060 SF PCC CROSS GUTTER and SPANDREL (72" wide), a[ per SQ. FT. ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 .iiJLY 29. 2002 ~~ 2~s BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAiN BERNARDINO INTEILNATIONAL AIRPORT FEDERAL E.D.A. PROJECT NO.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QLiANTITY L"NIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 1 ~. 3 EA PCC CURB RAMP, at per EACH 16. 1 EA PCC PARKWAY CULVERT NO. 1, at ner EACH 17. 155 CY Concrete Cap for FUEL PIPE PROTECTION per Detail, and as directed by Kinder Morgan, at per CU. YD. 18. 1 LS Install TRAFFIC STRIPES and PAVEMENT MARKINGS at the Lump LS Sum price of 19. 12 EA Install STREET LIGHT and SYSTEM, including all Appurtenant Facilities and Service Pedestal, at oer EACH ADDENDUDI NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29. 2002 02 276 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BE&NARDINO INTEILNATIONAL AIRPORT FE DERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 20. 4 EA [nstall ROADSIDE SIGN on Single Post, at per EACH 21. 1 LS TRAFFIC SIGNAL MODIFICATIONS, at the Intersection of Del Rosa Drive and LS 3rd Street at the Lump Sum price of 22. 1 LS Remove and Salvage EXISTING CHAIN LINK FENCE to IVDA Storage LS a[ the lump sum price of 23. 6 EA Relocate STREET SIGN, at per EACH 24. 1 EA Relocate EXISTING FIRE HYDRANT, at per EACH ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JULY 29, 2002 02 27s BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 25. 3 EA Adjust EXISTING WATER METER to Grade, at per EACH 26. 2 EA Adjust EXISTING VAULT/MANHOLE to Grade, at per EACH 27. 4 EA Install FIRE HYDRANT ASSEMBLY per SBMWD Std Dwg Nos. W2.2, W3.4 and Modified Lateral Detail, at per EACH 28. 1 EA Install 1"WATER METER and SERVICE LINE, at per EACH 29. 1 EA Install 1 %" DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY in Locking Enclosure, at per EACH ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JULY 29, 2002 02 276 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE ANA 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 30. 1 LS Remove and Cap EXISTING IRRIGATION SYSTEM on Del Rosa LS Drive at the Lump Sum price of 31. 10 EA EXISTING TREE to be Protected in Place, at per EACH 32. 6 EA Prune and Lace OAK TREE as directed by Certified Arboris[, at per EACH 33. 4 EA Skin entire Trunk of EXISTING PALM as directed by L.A. and City Representative including disposal of material, at per EACH 34. 10,970 SF WEED ABATEMENT at all Project Planting areas, at per SQ. FT. ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 62 276 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSH DRIVE AND 31D STREET AT THE S.4N BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT NO.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY LIMIT UNTT PRICE WRITTEN IN WORDS PRICE TOTAL 35. 331 LF Furnish and Install 6" CONCRETE MOW CURB per Plans, Details and Specifications, at per LIN. FT. 36. 44 TON Furnish and Install 3" to 8" DECORATIVE ROCK in Mortar Bed per Plans, Details and Specifications, at per TON 37. 5 EA Furnish and Install 24" BOX CRAPE MYRTLE per Plans, Details and Specifications, at ner EACH 38. 89 EA Furnish and Install 5 gallon ICEBURG ROSE per Plans, De[ails and Specifications, at per EACH 39. 88 EA Furnish and Install 5 gallon BOTTLE BRUSH per Plans, Details and Specifications, at per EACH ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29. 2002 02 27s BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WR[TTEN IN WORDS PRICE TOTAL 40. 976 EA Fumish and Install 1 gallon DAYLILY per Plans, Details and Specifications, at per EACH 41. 582 EA Fumish and Install 1 gallon DWARF LILY of the NILE per Plans, Details and Specifications, at per EACH 42. 93 EA Fumish and Install 1 gallon ROSEMARY per Plans, Details and Specifications, at per EACH 43. 269 EA Fumish and Install 1 gallon STAR JASMINE per Plans, Details and Specifications, at per EACH 44. 937 EA Fumish and Instal] 1 gallon Ground Cover MYOPORUM per Plans, Details and Specifications, at per EACH ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JULY 29. 2002 02 276 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORD5 PRICE TOTAL 45. ] 64 EA Fumish and Install 1 gallon Ground Cover DWARF ROSE per Plans, Details and Specifications, at per EACH 46. 1,175 SF Fumish and Install TURF (Sod) per Plans, Details and Specifications, at _ per SQ.FT. 47. 1 LS Fumish and Install IRRIGATION SYSTEM per Plans, Details and LS Specifications at the Lump Sum price of 48. 1 LS Provide a 90-DAY MAINTENANCE PERIOD for Entire Project Area at the LS Lump Sum price of 49. 1 LS Furnish and Install portions of TWTC OVERHEAD TO UNDERGROUND LS CONVERSION per Plans, Details and Specifications at the Lump Sum Price TOTAL BID ~ NOTE: The unit price must be written in words and also shown in figures. The total price must be extended for each item of work and the total of all bid items inserted in [he space provided. [n case of a discrepancy between words and figures, the words shall prevail. ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29. 2002 02 2~~ ATTACHMENTS TO ADDENDUM NO. ONE REVISED SPECIAL PROVISIONS ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JULY 29, 2002 02 2~s SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATION DAMAGES 4-1.01 -- Attention is directed to the provisions in Section 6-1, "Construction Schedule and Commencement of WorK', in Section 6-7.1, "Time of Completion", and in Section 6-9, "Liquidated Damages", of Standard Specifications and these Special Provisions. The Contractor shall diligently prosecute the work to completion before the expiration of 60 WORKING DAYS from the date of the "NOTICE TO PROCEED". The Contractor shall pay to the City of San Bernardino thesum of $500.00 per day, for each calendar days delay in finishing the work in excess of the number of working days prescribed above. 4-1.02 PERMITS AND LICENSES -- (a) Prior to start of work in Third Street, Contractor shall obtain a permit from the City of Highland. It shall be the responsibility of the Contractor to comply with all the requirements of Highland's permit, including providing insurance and payment of fees. See "EXHIBIT A" for City of Highland Standard Drawings and Insurance Procedures." (b) Prior to issuance of a "Notice to Proceed", Contractor shall obtain a City Business License from the City Cierk's Office, San Bernardino City Hall, 300 North "D" Street, Z'd Floor, San Bernardino, CA. 4-1.03 CONSTRUCTION SCHEDULE -- The Contractor will establish the construction schedule and present the schedule at the Pre-Construction Meeting. SP-6 ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 ~D 2 2 P SECTION 7-2 7-2 TWTC OVERHEAD TO UNDERGROUND CONVERSION 7-2.01 GENERAL -Work under this section shall comply with Section 5, "Utilities", of the Standard Specifications for Public Works Construction, 2000 Edition and these Special Provisions. This work consists of installing 1-2" Schedule 40 PVC underground conduit. Approximately 400 feet of the conduit will be installed on the north side of 3`a Street and 200 feet of conduit will be installedacross 3`a Street, just west of Marilyn Avenue, to join an existing underground installation at the east end of the SAC Healthcare Clinic. This work shall include installation of two(2) 17"x 30", double stacked handholes with steel lids. One will be installed at the base of the utility pole (#4201972E), where the riser will be placed. The second will be installed at the base of the last utility pole, where the Time Warner Telecom (TWTC) riser is located. All trenching and bedding shall meet G.O. 128 andCity of San Bernardino Standards. The conduit system will have a minimum of 30" of cover. TWTC will provide fiber optic warning tape to be placed in the trench approximately 12" from grade. As an option, the crossing on 3`a Street can be made at the location of utility pole #4201972E, thence easterly along the south side of 3`a Street to the easterly side of the SAC Healthcare Clinic. However, the conduit runs shall have no more than three(3) 90 degree angles, including vertical 90 degree angles. In addition to the above requirements, the Contractor shall obtain a permit from the City of Highland for all work within the jurisdictional boundary of the City of Highland, which will include trenching on the north side of 3`a Street and across 3`a Street. Upon completion of installation of the 2" underground conduit and related work, the Contractor shall provide a one (1) week window during which a clear work area shall be provided for TWTC to install a fiber optic line in the undergroundconduit and convert the system to underground. Fiber relocation will be done during TWTC's maintenance window, which is 10:00 p.m. to 6:00 a.m. The Contractor shall notify both the Engineer and TWTC, in writing, at least two(2) weeks prior to the start of the one(1) week clear work area-window indicated above. SP-17-1 ADDENDUM NO. ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 X02 ~~~ After completion of the relocation by TWTC of its fiber optic line into the 2" underground conduit and removal, by TWTC, of its existing line from the existing poles on the south side of 3`d Street adjacent to the SAC Healthcare Clinic, the Contractor shall remove any remaining lines on the poles, remove the poles and dispose of them off the project site. See attached "DETAIL A" in "EXHIBIT A for additional details. TWTC's representative for this work is Bart Vanwey. He can be reached at (909) 4563693. All notification to Mr. Vanwey shall be made in writing to the following: TWTC Attn: Bart Vanwey, Outside Plant Engineer 430 N. Vineyard Avenue, Suite #125 Ontario, CA 91764 7-2.02 PAYMENT -- The contract lump sum price paid for "TWTC OVERHEAD TO UNDERGROUND CONVERSION" shall include full compensation for doing all the work involved in the portion of the work related to conversion of the overhead TWTC fiber optic line to underground, as shown in "DETAIL A", as directed in this section and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-17-2 ADDENDUM NO. ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 02 276 ATTACHMENTS TO ADDENDUM NO. ONE ADDITIONS TO EXHIBIT A ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 02 2~e CITY OF HIGHLAND STANDARDS AND INSURANCE PROCEDURES ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JiJLY 29, 2002 02 za6 2' CROSS PER STD D NO __ ~ ~ ~ _ ;~ EXIST PVMT SURFACE, \j JOIN FLUSH JOIN EXISTING PAVEMENT AT CROSS CUT NTS OVERL ~ 5 MIN ~_ ~ HEADER CUT PER STD DWG NO __ r~ L--- ~ ~-- 2 MIN EX Jou :UT PER PAVMT JOIN PAVEMENT EDGE AT SAWCUT LINE NTS JOIN LIP OF GUTTER AT HEADER CUT NTS EXIST SURFACE ~TO REMAIN REMOVE do DISPOSE ~ ~ EXIST PAVEMENT SURF SAWCUT SAWCUT & - EP REMOVE PAVMT r1' MINY 2' MiN I I EDGE CUT , MIN ' MIN 5' MIN HEADER CUT f ~ 5 CURB RETURN ~ EXIST LIP RADIUS PLUS 6.5' OF GUffER TYPICAL COLD PLANING & PAVEMENT REMOVAL LIMITS SULE: 1'•YO' CITY OF HIGHLAND COLD PLANING n DETAILS 205 fa+ • EXISTING PAVEMENT THICKNESS PLUS 0.08' OR AS SPECIFIED ON PLAN EXIST LIP _ OF GUTTER JUL-30-02 TUE 12 19 PM FAX N0, ~Q 2 ~ 7 ~ P. 02/04 5~• {p~NCJf -;~~vag~_~s , '~~ (nine: ~R i n `%7 1!~~i •~ CONSTRUCTION NO„T~5 C7 EXISTING AC SHALL BE SAWCUT OR COLD PLANED FDR TRENCHING AND SHALL BE: CLEAN AND STRAIGHT PRIOR TO PERMANENT AC PLACEMENT. OO BEDDINGlSHADING ZONE PER UTILITYlAGENCY REQUIREMENTS AND SECTION 19-3.06, "STRUCTURE BACKFILL," OF THE CAL7RANS STANDARD SPECIFICATIONS. O BACKFILL SHALL BE IN ACCORDANCE WITH SECTION 19-3.06 OF THE CAL7RAN5 STANDARD SPECIFICA710NS. (SET=CONSTRUCTION NOTE 5.) ® CLASS II AGGREGATE BASE SHALL BE 6"MINIMUM THICKNESS OR MATCH EXISTING THICKNESS IF MORE: THAN 6", © IF TRENCH IS PERPENDICULAR 70 STREET CENTERLINE (STREET CROSSING) OR IF TRENCH WIDTH IS 12" OR LE55, A 1,5 SACK CEMENT SLURRY BACKFILL IS REQUIRED. O TOTAL PERMANENT AC THICKNESS FOR TRENCH REPAIR SHALL BE 1° THICKER THAN EXISTING AND 3,5" MINIMUM. O IF THE EXISTING AC THICKNESS IS 3" OR LESS AND/OR THE TRENCH WIDTH IS E;ETWE:EN 12" AND 24", THE:N'fHE FULL Pk:RMANEN7 AC REPAIR AS DESCRIBED IN CONSTRUCTION NOTE 6 SHALL BE EXTENDED TO 1' OUTSIbE OF EACH EDGE OF THE TRENCH AS SHOWN, ~) GRIND EXISTING AC 1' MINIMUM OUTSIDE OF EACH EDGE OF THE TRENCH AT A DEPTH OF 2", INLAY SAID AREA WITH 2" OF AC, FLUSH WITH EXISTING ADJACENT AC SURFACE. OO IF EXISTING CURET AND GUTTER LIP, EP, AC BERM, ETC., IS WITHIN 2' OF THE EDGE OF TRENCIi. REMOVE EXISTING AC WITHIN THIS AREA AND INCLUDE IN REPAIR AS DESCRIBED IN CONSTRUCTION NOTE B. C~ PERMANENT AC SHALL BE 112" MEDIUM, MAX.IAR-4000. 314" AR~3000 MAYBE USED IN LOWER LIFT ONLY. CITY OF HIGHLANq STREET CUT TRENCH REPAIR gETAIL {NTS) JUL-30-02 TUE 1220 PM FAX N0, ~ 2 2 ] s P, 03/04 CERTIFICATE OF INSURANCE PROCEDURES 1. General Liability Insurance shall be a minimum pf $1 million coverage. 2. City of I lighland shall be added as certificate holder and as additionally insured. See atlacltcd sample endorsement for proper acceptable wording. Also, please note this endorsement page will be attached to all certificates and must have an original unholized representative signature. 3. The "Cnnccllation" section ofthe insurance certificate shall be revised [o read "Should mry of the Above descv'ibed policies be cancelled before the expira/ion dale ihereaf, the issr+ing compcury evil! nrai130-day Hvilterr police In the cerlifrcale holder named". 4. Ci[y of I-Gghland's Risk Manager will review all certificates of insurance; therefore, please allow at least two working days for issuance of any construction/grading permits. 5. The cer•titic~ltes shall be mailed tom, City oFHighland, Lrtgineeriltg llepartment, 27215 [lase Line, Ilighland, CA 92346. ul:vtsro o~/tvm~ C:\WI'1X~GG5\F IIC tIL\NPJ'RCX:DUIi5.IN5 JUL-30-02 TUE 12 ~ 20 PM FAX N0. ~~ 2 ~ 7 6 P, 04/04 Policy Number: Policy Holder; SAMPLE A'1"I'ACHMENT TIiIS ENDO1tSb;M~,IYT CFIANGES TIIE POLICY, P1,EASE READ'1'I' CAREFULLY, ADD1T[ONAL INSURED--OWNE1iS, LESSEES Ott CONTRACTO1tS (FORM I3) This endorsement modifies insurancc provided under the following; Commercial General Liability Coverage Part. Nnmc ofPcrson or Organization; Schedule City of I-Tighland Rnsinecring Department Attn: Elizabeth ITutchins CITY OP IIIGHT.AND'S 1NSURANCE 27215 Base Line REQUIRI/MLN'I'S SHOWN R>:LOW highland, CA 92346 REST?ICTS; ALL OPERA'L'IONS OF THE NAMED INSURED (Tf no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WI IO TS AN INSI7RLD (Section ]I) is amended to include as an insured the person or organization shown in the Schedule, bttt only with respect to liability arising out of "your work" for that insltrc[1 by or for you. "Solely as mspecls work done by and on behalfof the named insured in the City, it is agreed that the City of Highland and tlrcir officers, agents, cmptoyces, and volunteers are added as additional i ^sured uiuler this policy and the coveage provided hereunder sha n be primary insurancc available to the City of Highland, Cnlifontia, and ender any other third party Siabilily policy. I[ is further agreed that [his insnnnec shall indemnify, defend, and hold harmless, the Cily of f Iighland and lhei r oRicers, agents, employees, and volunteers from and aga insl any and all liabiti ly, loss, damage, expense, costs (including witliou[ limi Cation costs and fees of li tigati on) of e~~ery nalrtre arising out of or in conncclion tvilh the Contactors pcrfonnancc oftrork hereunder or its failure to comply with any of its oblii;ations contained in the agreentcul, exapl such loss or damage which was wmsed by the sole nct;ligcnce pr willful misconduct oCthe Cily. It is fitrlher agreed that dte other insurancc conditions of the policy arc amended to conform tltcrewitlt." Authorized Signature V:Wyuinlwf000SVIIGI IrANUISAMPLC INSIJRANCfwpd „t ~~<~~~~ie v x j O C E m c H ~U ~t_ U -~ a.a ~ L ~ ~a ~° e V Q c LU ~ n :a: V O r zr= I I I u ;, ~ a 3LL ~9 m ;, __ L w O I I f 0 1 b ~ ~~V ~0 I~ 0 O ~' UiU r~ a_ o_° V yn C ~ L t O ~ .3 r w t 9 ~ P 1 F O 0 A r X ~ ~ a ? n ° o 0 L ~ J ~ c and aouzaaddtZ S V 7 n N O L O G '2 tai ~~ 0 x V L r D _ ~ o I r_ C 0 °c ui ~~ 7 O ~~ ~ oz 27s W W r~,. W n n V V A 02 2~~ TABLE OF CONTENTS SPECIAL PROVISIONS NO.10494 PART 1 - BID FORMS PART 2 - GENERAL CONDITIONS PART 3 - GENERAL INSTRUCTIONS TO BIDDERS PART 4 - TECHNICAL SPECIFICATIONS PART 5 - SUPPLEMENTAL GENERAL CONDITIONS EXHIBITS EXHIBIT A - CORE REPORT AND STANDARD DRAWINGS EXHIBIT B - NOTICE OF REQUIREMENTS FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246 AND 41 CFR PART 60-4) EXHIBIT C - RESTRICTIONS ON LOBBYING -CERTIFICATION REQUIREMENTS PER U.S.C. TITLE 31, CHAPTER 13 -SECTION 1352 (PUBLIC LAW 101-121, SECTION 319) EXHIBIT D - MBE/WBE UTILIZATION UNDER FEDERAL GRANTS, COOPERATIVE AGREEMENTS AND OTHER FEDERAL FINANCIAL ASSISTANCE (STANDARD FOR 334) EXHIBIT E - EXCERPTS FROM THE CALIFORNIA LABOR CODE RELATING TO APPRENTICES ON PUBLIC WORKS EXHIBIT F - PREVAILING WAGES AGREEMENT 02 gas NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the Ciry of San Bernardino will receive bids for: STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIItPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 in accordance with Special Provision No. 10494 on file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California with the Specification title and number clearly marked on the outside of the envelope. Said bids will be received up to the hour of 2:00 ~ m. on Tuesday, AUGUST 6. 2002, 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. 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 10% percent shall be paid to the Ciry 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 appearing in U.S. Treasury-Circular 570. o~ ~~~ Pursuant to law, the Mayor and the Common Council of the Ciry 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. The Contractor shall pay the higher of the latest State or Federal Prevailing Wage Determination. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 22300 of California Government Code and Section 10263 of the California Public Contract Code. 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 provi- sions of Resolution No. 7414 of the Mayor and Cornmon Council of the Ciry of San Bernardino. The Contractor shall possess a Class "A" License or Appropriate Specialty License(sl at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 0 er nt of the contract price. A non-mandatory Field Review Pre-Bid Meeting will be held for all prospective bidders on Monday, July 29. 2002, at 2:00 P.M., at the northwest corner of Del Rosa Drive and Art Townsend Drive, in the City of San Bernardino. All the prospective bidders are encouraged to attend the field review and walk the project site. This meeting is to inform MBEs/WBEs of subcontracting and material supply opportunities. Bidder's attendance at this meeting is recornmended, but the prime may certify that 02 ~~~ 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. 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 ~_working days from the date of bid opening. Plans and Specifications may be obtained from the Ciry Engineer's Office, third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon anon-refundable payment of $ 25.00 for each set. CITY OF SAN BERNARDINO ,_ RACHEL CLARK_ Ciry Clerk NOTICE TO ADVERTISE SPECIFICATION NO: 10494 SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATES: 7/17/02 and 7/22/02 , (SECOND PUBLICATION FIVE DAYS LATER) SIGNATURE: DATE: Part 1-Bid Forms .0~ 276 BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 in strict conformity with Plans and Special Provisions No. 10494 of the Public Works Division, Department of Development Services for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2000 Edition. Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: ~02 ~~~ BH) SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE ~~ ~~ P.a eox so,ooo San BamaMhq, Ca. 92412 TOTAL 1. 1 LS TRAFFIC CONTROL at the Lump Sum Price of LS 51~7Nnusnw~ 1b~t~1,21 G 000 ~` 2. 1 LS MOBILIZATION at the Lump Sum price of LS ~?I.U'~ ~ }IyuS~A l~v~N~^~ y~e ~~ 3. 1 LS CLEARING and GRUBBING, Unclassified Excavation, and LS Unclassified Fill at the Lump Sum price of ~+-ft~ ~-liausa,~.d C>uhu.~Lt eo( sue ~ [al,,~`u- yU ~9~ ~ 85~ 4. 1,437 TON ASPHALT CONCRETE PAVEMENT, ~~ including Overlaying, Feathering, ~ _ Adjusting Water Valves, and Existing Manhole Frame and Covers to Grade, at Mary Fi/e Powrx! SOe~9~`uL per TON , ADDENDUM NO. ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 2 7 6 MaHd~Corporatlon P.0. Box 50,000 . San Bernardino, Ca. 92d~? BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT TFIE SAN BERNARDINO INTERNATIONAL AHtPORT FEDERAL E.D.A. PROJECT NO.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 5. 92 TON ASPHALT CONCRETE DRIVEWAY " yy~ (Thiclmess 3.50 ), at ~FD2I~ f~DG,C DOGUI'Xr per TON S;ON~~ 6. 339 TON AGGREGATE BASE MATERIAL, at ~~ ~ rZUkreeti ~ouM~f pU 10~ (' per TON . 7. 139 LF 8" ASPHALT CONCRETE DIKE, at ~~ ~ ~N~+v po~~ per LIN. FT. ~ SUL~o 8. 266 LF 6" PCC CURB, Type "A", at ~ S /3- THrtiz~ Ixuacs /M•o s~!E,~ .Li/a ec~s ,~ per LIN. FT. 3, ~ S_ 9. 2,495 LF 8" PCC CURB and GUTTER, Type ~~ "B" at /~ _ per LIN. FT. o~y 4y~ ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 o~ ~7s BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AHiPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEM5 WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE Mauch COrp01'atlofl P.Q Box 50,000 San Bemardhp, Ca. 92412 TOTAL 10. 114 LF 6" PCC CURB and GUTTER, Type L,r "C", at -~~ j1/C~.r-~,~ pN~ Doi!-M[d per LIN. FT. y22- 11. 13,290 SF PCC SIDEWALK, Case "A", at 70 / - UN~ D~usyt stwv SCVE+~. cCVS~ o~ per SQ. FT. o~ 5'~3 12. 1,973 SF PCC MEANDERING SIDEWALK, ~ ~~ Case "B", at Two Dot.trrt.r /a+^-'~ 7.f' ~~~ {i/c~ Ce+~7 per SQ. FT. .5~~1,s - 13. 556 SF PCC COMMERCIAL DRNEWAY ~_~ APPROACH, Type H, at per SQ. FT. y, `~y~ 14. 1,060 SF PCC CROSS GUTTER and 2t- SPANDREL (72" wide), at S per SQ. FT. ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 02 27fi BID SCHEDULE ITEM QUANTITY STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AHtPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 15. 3 EA PCC CURB RAMP, at Qt~/~7;•IUUd~~' ~k~C NLtNO•eG'D D OLt,~Ylj per EACH P.O. Box 50,000 San Bernardino, Ca. 9~n- y zoo ~` 16. 1 EA PCC PARKWAY CULVERT NO. 1, at v~ /. Yoe 3, 9~ '711iP~ 7rF-e Hs~t•-~ tl ~~ Htlaw2e» p v ~tsyrs per EACH g3 d~ _ 17. 155 CY Concrete Cap for FUEL PIPE o PROTECTION per Detail, and as 'GS° directed by Kinder Morgan, at Two t~~aa[b ~o sncr SFr/~ pot, c.g,2i perr cu. YD. S//, D 7~ 18. 1 LS Install TRAFFIC STRIPES and PAVEMENT MARKINGS at the Lump LS Sum price of T11>~ ~FOus a,.~~ s~~ ,, Hu~a.~~» idw9,2.s 3,~oU'i 19. 12 EA Install STREET LIGHT and SYSTEM, u~ including all Appurtenant Facilities and .33~_ Service Pedestal, at 71YC~t''7t}uks~v 7Yl~E~ HUNS p(. /7e~t.1,,e f per EACH .3 0/T ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JULY 29, 2002 ®2 ~ 7/ ~ Ma>rkh corpo~anon P.0. Box SB,000 San BBrnardNp, Ca. 92412 BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 20. 4 EA Install ROADSIDE SIGN on Single Qy Post, at ~~~ t"1GItT thnN~2eti i1wD ~1~t7~a Oyu-9Vt-1 ~c~ per EACH ~`~Q 21. 1 LS TRAFFIC SIGNAL MODIFICATIONS, at the Intersection of Del Rosa Drive and LS 3`s Street at the Lump Sum price of 7}ftktsi}r~U ,DoI-NX-r v~ ~IJ,OfX) 22. 1 LS Remove and Salvage EXISTING CHAIN LINK FENCE to IVDA Storage LS at the lump sum price of 7?J 4 ~ fo usa,/o -Fj /cs '. SG~°L /1u~/D,Cc~ 4~e-~7K+ 23. 6 EA Relocate STREET SIGN, at sx~ 0 ~' tly,,io~ Ar/o fifty-, ~ c. v3Yt-r ~„ per EACH ~!'~ 24. 1 EA Relocate EXISTING FIRE HYDRANT, at 3.O~x1 `~ 7Yh~y>r/o ~ou.~. per EACH ,3 OW ADDENDUM NO. ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 '0,~ ~~~ BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 ITEM 25 DESCRIPTION OF ITEMS WITH UNIT ANTITY UNIT UNIT PRICE WRTTTEN IN WORDS PRICE TOTAL 3 EA Adjust EXISTING WATER METER to Grade, at ~j~ {zJ~tiC HuNOLL1~ Rr~O 9t/cw'~ ~i/~ DOLlA'r2I per EACH ' ~~~ 26. 27 2 EA Adjust EXISTING VAULT/MANHOLE to Grade, at ~~ SC'Vtr-~ ffr~NB.eLIO t ~/Fry ,V~ Lip ~, per EACH ~,.~ 4 EA Install FIRE HYDRANT ASSEMBLY esr per SBMWD Std Dwg Nos. W2.2, W3.4 y S~ and Modified Lateral Detail, at ~Frl~tR iIHuSA~o {'~/E /fN,~,Q£'t'~ ~ per EACH /8O(9D~ 28. 1 EA Install 1" WATER METER and SERVICE LINE, at .3oGr)~ 7I't"Uk5A~0 1~~~-~! per EACH O~+ 3.OLd- 29. 1 EA Install 1 %z" DOUBLE CHECK BACKFLOWPREVENTION ?,~~~ ASSEMBLY in Locking Enclosure, at ~J ~HS/;^~p ~y/ /~y r/OiL8Y1 ,Dny,~,i`j per EACH 7Gb°- Mstld~ Gaporatlon va eoo~ soooo SDn Bemerdlno, Ca. 92417 ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 ~~ ~ ~`~ BID SCHEDULE Malkh OOfpO/a1I011 p.Q B~ ~~ San BarnardNto, Ca. 92412 STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 30. 1 LS Remove and Cap EXISTING IRRIGATION SYSTEM on Del Rosa LS Drive at the Lump Sum price of ~U %110us~u SL°/6~ fhw+9.ee~ c~ 31. 10 EA EXISTING TREE to be Protected in Place, at /~ "~7/ /~oC.ls}rG.r o.c. per EACH /do 32. 6 EA Prune and Lace OAK TREE as directed by Certified Arborist, at y7~ fOCa2 /fbyV2c'c t'S~ fi~-L~ ~d~~ ~,s. per EACH ~,~ 33. 4 EA Skin entire Trunk of EXISTING PALM as directed by L.A. and City ~/~~ Representative including disposal of material, at {Uy,L4}ttr+d/Lc~ /?,-'n uu 7/C~ry five r~uu~es per EACH 2Ue 34. 10,970 SF WEED ABATEMENT at all Project 2S Planting areas, at ~ //~ Do~la~vr-s g,-~~ 7we~ ~/~ eEVr7 per SQ. FT. ~. ~y~ ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 .0~ ~~~ BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 Metld~ corporatlos P.Q Boot SO,OOD Sin Bemardlno, Ca. 92412 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 35. 331 LF Fumish and Install 6" CONCRETE y,S^ MOW CURB per Plans, Details and G'- Specifications, at S/~- ~DO(-lit/Cf InyO 7WCr'~1 7_J ~'~ v~ CEwI' i per LIN. FT. ~, OG~ 36. 44 TON Fumish and Install 3" to 8" ~~ DECORATIVE ROCK in Mortar Bed 3/O- per Plans, Details and Specifcations, at 7N~'z; f~+i--+oLc~D t j2h-~ Qr~~Lt+2~ o~, per TON /3 G Ya - 37. 5 EA Fumish and Install 24" BOX CRAPE MYRTLE per Plans, Details and x,~ Specifications, at 7wO /tG.yD~tb Av/7 S/XiY c. ~~/e.' l~-7LlMI per EACH ~32~ 38. 89 EA Fumish and Install 5 gallon ICEBURG o„ ROSE per Plans, Details and 3/- Specifications, a[ per EACH ~, ~~1 ~ 39. 88 EA Fumish and Install 5 gallon BOTTLE D` BRUSH per Plans, Details and ,3 Specifications, at per EACH -? ~~~ ADDENDUM NO.ONE SPECIAL PROVISIONS N0.14094 JULY 29, 2002 o~ ~~~ P.0. Box 50,000 BID SCHEDULE ~" ~'"°'d~"O~ ~• 9zaiz STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AHZPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 40. 976 EA Furnish and Install 1 gallon DAYLILY yb per Plans, Details and Specifications, at ~/ " N/N~ /7o~~t2s aN~ {o,L1V G~7 ifU ~ per EACH r1i~~`~- 41. 582 EA Furnish and Install 1 gallon DWARF ~~ LILY of the NILE per Plans, Details and Specifications, at N//~ Duwlrc-s n~/D y c. ~i~ G~-'r~ per EACH ,S' 519 42. 93 EA Furnish and Install 1 gallon ROSEMARY per Plans, Details and g°" Specifications, at ///NZ ~Li-qri~ ~Myc. per EACH J , 43. 269 EA Furnish and Install 1 gallon STAR Sv JASMINE per Plans, Details and Specifications, at t`lG4h- l~oLU~+cs Pn-~y F~F°~ c~ per EACH ~, 2~L'~ 44. 937 EA Furnish and Install 1 gallon Ground So Cover MYOPORUM per Plans, Details ~~ and Specifications, at E7~trl'f Dow-c> ~cr~i! ~l~T~i GeWr> per EACH ~' 1~Ly ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 0~ ~~~ BID SCHEDULE STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3Rn STREET AT TFIE SAN BERNARDINO INTERNATIONAL AHtPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 PLAN NO. 10494 Madch Oorpo~atloll P.Q BOO[ 50989 San BemardN+o, m 92412 DESCRIPTION OF ITEMS WITH UNIT ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL 45. 164 EA Fumish and Install 1 gallon Ground Cover DWARF ROSE per Plans, Details /1 ~ and SpecificTat"i~ons, at f~H'Ty Ge`'~ per EACH ~,~~~ 46. 1,175 SF Furnish and Install TURF (Sod) per z~ Plans, Details and Specifications, at O"'~ l7aLVNt .Aro 9S Sc~ ~/t/L~ ~"'1~ per SQ.FT. 47. 1 LS Fumish and Install IRRIGATION SYSTEM per Plans, Details and LS Specifications at the Lump Sum price of ,~ 48. 1 LS Provide a 90-DAY MAINTENANCE PERIOD for Entire Project Area at the LS Lump Su%m~ ~price of ~, n~u/t° //r0aa-4n.+9 ~o~Zi OLYJ 49. 1 LS Fumish and Install portions of TWTC OVERHEAD TO UNDERGROUND LS CONVERSION per Plans, Details and Specifications at the Lump Sum Frice of .-~ ~FrFi~w / As~-n ynt,c~i /Sacx) TOTAL BH) $ ! , / yGI9 ~ NOTE: The unit price must be written in words and also shown in figures. The total price must be extended for each item of work and the total of all bid items inserted in the space provided. In case of a discrepancy between words and figures, the words shall prevail. ADDENDUM NO.ONE SPECIAL PROVISIONS NO. 14094 JULY 29, 2002 Magch Corporation o ~ ~ ~ ~ San eernardrao, Ca. 92412 It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the "Notice to Proceed", and shall be completed within 60 working days from the date of said notice, as specified in Section 4 ofthese Special Provisions. The undersigned further agrees that in case of default in executing the contract, or famishing 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 damaees. Licensed in accordance with an act providing for the registration of Contractor, LICENSE NO. ~. # 149783 CLASSIFICATION FIRM NAME: Maticn ., rn~q~ P.O. Box 50,000 BUSINESS ADDRESS: ~n ~^~"~J~~ ~~• 9~2~4~1~2L SIGNATURE OF BIDDER: C~%%qOn(/; /.®~~~L,/ Eugen~BWsvert Vba president If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individuals, co-partners composing the firm. If a corporation, state legal name of the corporation, also the names of the president, secretary, treasurer and manager thereof. Matich Corporatlon Telephone No. ( ph~rre (909) 825-9100 Cell Phone No. Dated: ~~G - d~- , 2002 BIDDERS ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO. 1 ~~ DATE: 7 ~9-o Z ADDENDUM NO. 2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO. 4 DATE: ADDENDUM NO.S DATE: ®2 ?~~ CORPORATE RESOLUTION At a meeting of the Board of Directors of MATICH CORPORATION, a California Corporation duly called and held on the 19th day of February, 2001, a quorum being present, the following RESOLUTION was adopted: "Resolved, the Corporate Officers for Matich Corporation are: CHAIRMAN OF THE BOARD PRESIDENT EXECUTIVE VICE PRESIDENT VICE PRESIDENT & TREASURER VICE PRESIDENT & CORPORATE SECRETARY VICE PRESIDENT- ENGINEERING VICE PRESIDENT-ENGINEERING VICE PRESIDENT-CONSTRUCTION MANAGEMENT Martin A. Matich Stephen A. Matich Roy A. Hays Randall S. Valadez Patrick A. Matich Robert M. Matich Eugene P. Boisverf Wayne Hendrix FURTHER RESOLVED, that the above listed Corporate Officers are duly authorized to sign documents (bids, contracts, etc.) as may be necessary on behalf of MATICH CORPORATION. I Patrick A. Matich, Secretary of MATICH CORPORATION have compared the foregoing RESOLUTION with original thereof, as it appears on the records of the Board of Directors of said company, and do certify that the same is forgoing and true and correct transcript therefrom, and of the whole said original RESOLUTION. I further certify that said RESOLUTION has not been amended or revoked and is still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand as such Secretary this 19th day of February 2001. ~_ ~ ~.+~~ Patrick A. Mauch, Secretary 02 ~~0 INelkh oapaaNon v.a 13ooc soooo San Rnn+werllnn [a 92b12 BIDDER'S FIRM NAME DFSTGNATION OF SUB-CONTRACTORS In compliance with the provisions of Section 4100-a110 of Califomia Public Contract Code of the State of Califomia, and any amendments thereof, each bidder shall set forth [he name and location of each sub-contractor who will perform work or labor or render service to the Contractor. Name & Address Agency & No. of Under Which MBE / WBE CERT. Sub-Contractor's Sub-Contract Specific Licensed (if applicable) Phone No. Amount Description 1. Sic-~ /iL~'/c Pl/MS~ror 3. Pte. Go/LovA' a. ~2 sT 21t/~wS rp ~ 5. ~~lr'~yellroF 6. A- mgr= ~-o2898Y n~- N /a a+~ cr0a43~z 9BY ~dy-/y/J 9a5' B?9-~i33 5' 9, o vv ~ EL~YC.icAL ~i/l' r uc. d~Soao' /.,~.-o s cue lS,oa~, ~ ~ CmLOP~a Fof ~3~ f~`/ c L~'2doy' 3L3 G8/-Y3Gj IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE TH[S SHEET 02 2a6 Mandl OOfpOfOf1011 P.0. BoCt 1q,00p sanearro~eleq.eb. P1412 WORKMEN'S 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 worker's compensation or to undertake self- insurance in accordance with provisions of that code, and I will comply with such provisions before commending the performance of the work of this contract. Contractor: NAME OF FIRM: MadchCgporstion TITLE: Eugene eoisvert yja Frieaieln~ DATE: G -o z (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.) ®~ ~ ~ ~ Matlch COrpOrat1011 P.0. Box 50,000 San Bernardh-o, tb. 92412 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Division of Public Works, Department of Development Services, City of San Bernardino, State of California: The undersigned in submitting a bid for performing the following work by contract, being duly sworn, deposes and says: That he has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract. ~! Eugene eoisvert yjce p~~~ Signature of Bidder Mauch Corporation San Bemardine, G. 92412 Business Address Place of Residence Subscribed and sworn to before me this ~Oth day of ~ Q(~, 2002. '^ ^~ Comm ay 1196822 Y In ALl k _~~,4fl~;tY~13~ +` ~~ NOiAAY PUBLIC CALIEOANIA ~; ?. 0~ Riverside County ` MY Comm, Exp:,,;, Ssnt. i° '~"^' Notary P11ublic in and.~for the County of `~' ''*~~~~~°wr°^^-~ ~ ~,4 n Vl~l~l ti..t_ f'1 ~) ,State of California My Commission expires on ~~, ~.r~ ~~_rza , Year e! ~ ~ ~ ~ Matlch Cappe~p P.Q Box'fO,BDp San Beraand(ao. Ca. 82412 CERTIFICATION REGARDING LOBBYING (This Certification is requited pursuant to 31 O.S.C. 1352) Certification for Contracts, Grants Loans, and Cooperative Acreements The undersigned certifies, to the best of his or her knowledge and belief, that: (1) No Pedecal appropriated funds have Deen paid of will be paid, by or on behalf of the undersigned, to any person For Influencing or attempting to iafluenee an officer oc employee of any agency, a Member of Conq[ess, an officer oc employee-of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any PederalToan, the entering into of any cooperative agreement, and the extencion, continuation, renewal, amendment, oz modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Pedecal appropriated funds Gave Deen paid or will be paid to any person for iaflueneiag of attemptiag to Laflueaee L'1 officer or employee of any agency, a Member of Congress, an officer or employee of Congress, of an employee of a Member of Congress in connection with this Pedetal contract, grant, loan, or cooperative agreement, the undersigned shall complete and cubmit Standard lotm-LLL, 'Disclosure of Lobbying Activities,' in accordance with its instructions. (3) The underaigned shall zequire that the language of this certification be included in the award documents far all eubavards at all tiers (including subcontracts, subgraats, and contraeec under grants, loans, and cooperative agreements) and that all aubceeipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance vas placed vfien this transaction vas made or entered into. Submission of Chis certification is a precequlsite for making at entering into thin transaction imposed by section 1352, title 31, 0.5. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not mote than 100,000 for each such failure. Statement for Loan Guarantees and Loan Insurance The underaigned states, to the best of his or her knowledge and belief, that: If any funds have been paid or will be paid to any person for influencing oc attempting to influence an officer or employee of any agency, a Member of Congress, an office[ or employee of Congress, oc an employee of a Nembec of Congress in connection with Chis commitaent providing for the United States to insure or guarantee a loan, the undersigned shall complete and submit Standard Pocm-LLL, 'Disclosure of Lobbying Activities,' in accordance with its instructions. Submission of this statement is a pre:equislte for making oc entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required statement shall be subject eo a civil penalty of not less than $10,000 and not more than $100,000 for each such Failure. Mauch Corporat)at ORGANiZATI04 NA.':~ AWARD NUMBER Eugene Bo)svert y~ p~j~~ 02 270 DISCLOSURE OF LOBBYING ACTIVITIES Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 (See reverse for public burden disclosure.) Matldr Caploretloe P.O. eax 50,000 San BCri~prpdro~erlbY oMe2412 0348-0046 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: !i ^ a. contract ^a. bid/offer/application ^ a. initial filing b. grant b. initial award b. material change c. cooperative agreement c. post-award For Material Change Only: d. loan year quarter e. loan guarantee date of last report f. loan insurance 4. Name and Address of Reporting Entity: 5. If Reporting Entity in No. 4 is a Subawardee, Enter Name ^ Prime ^Subawardee and Address of Prime: Tier ,ifknown: ~ Con ressional District, ifknown: ! Con ressional District, ifknown: 6. Federal DepartmenUAgency: 7. Federal Program Name/Description: CFDA Number, if applicable: 8. Federal Action Number, ifknown: 9. Award Amount, ifknown: 10. a. Name and Address of Lobbying Entity b. Individuals Performing Services (including address if (if individual, last name, first name, MI): different from No. fOa ) (last name, first name, MI ): (attach Continuation Shee t(s) SF-LLLA, it necessary) 11. Amount of Payment (check all that apply): 13. Type of Payment (check all that apply): ^ actual ^ planned ^ a. retainer ^ b. one-time fee 12. Form of Payment (check all that apply): ^ c. commission ^ a. cash ^ d. contingent fee ^ b. in-kind; specify: nature ^ e. deferred value ^ f. other; specity: 14. Brief Description of Services Performed or to be Performed and Date(s) of Service, including officer(s), employee(s), or Member(s) contacted, for Payment Indicated in Item 11: (attach Continuation Sheet(s) SF-LLLA, it necessary) 15. Continuation Sheets SF-LLLA attached: ^ vas ^ no ' S lnlormation requeste0 through Inis loan is autnpnzetl by tibe 31 U.S.C. section Signature: 1352. This tlisclosure of lobnyinq activities is a material represenlalion of lazl upon which reliance was place0 by the tier above when Ibis bansaclion was matle or emeretl imp Inis tlisclwure is re uire0 ursuant to 3t U SC t352 This Print Name: . . . p . o inlormation will be repotletl lO trio Congress semi-annually aria will be available br Titl public inspection. My person who rails to rile me requiretl tlisclosure shall be e: subject to a civil penalty of not IaSa trial $1 0,000 antl not more Ivan 51 po,ooo for each a„cn lailore. Telephone No.: Date: Federal Use Drily: Authorized for Local Reproduction Standard Form LLL (Rev. 7-97) 02 ~7s MaNdtCOrporatlon P.O. Box 50.000 San 8emardino, Ca. 92412 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant [o title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreementto make paymentto any lobbying entity for influencing or attempting to influence an officer or employeeof any agency, a Member of Congress, an officer or employeeof Congress, or an employeeof a Memberof Congress in connection with a covered Federal action. Use the SF-LLLA Continuation Sheet for additionalinformation if the space on the form is inatlequale. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guitlance published by the Office of Management and Budget for additional information. 1. Identity the type of coveretl Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action. 2. Identity the status of the coveretl Federal action. 3. Identify the appropriateclassification of this report. It this is a followup report caused by a material change to the information previously reported, enter the yearantl quarter in which the change occurred. Enter the tlate of the last previouslysubmitted report by this reporting entity for this covered Federal action. 4. Enter the full name, address, city, State and zip code of the reponing entity. Include Congressional District, if known. Check the appropriate classification of the reponing entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawartls include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organization filing the report in item 4 checks "subawardee; then enter the full name, address, city, State antl zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizationallevel below agency name, if known. For example, Depanment of Transportation, Unitetl States Coast Guard. 7. Enter the Fetleral program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments. 8. Enter the most appropriate Federal identitying number availablefor the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001." 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the awardAoan commitment for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, city, State and zip code of the lohhying entity engaged by the repoding entity identified in item 4 to influence the covered Federal action. (b) Enter the full names of the individual(s) performing services, antl inclutle full atltlress if different from 10 (a). Enter Last Name, First Name, and Middle Initial (MI). 11. Enter the amount of compensation paid or reasonablyexpectedto be paid by the repoding entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made. 12. Check the appropriatebox(es). Check all boxesthat apply. If paymentis made through an in-kind contribution, specify the nature and value of the in-kind payment. 13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature. 14. Providea specific and detaileddescription of the services that the lobbyist has performed, or will be expectedto perform, and the date(s)of any services rentlered. Include all preparatory and related activity, not just time spent in actual contact with Federal officials. Identify the Federal official(s) or employee(s) contacted or the officer(s), employee(s), or Member(s) of Congress that were contactetl. 15. Check whether ornot a SF-LLLA Continuation Sheet(s) is attached. 16. The cenifying official shall sign and date the form, print his/her name, title, and telephone number. According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB Control Numher. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503. San 8emardlno, Ca. 92412 BID BOND KNOW ALL bfEt`i BY TFIESE PRESENTS, that wa, the undersigned, Matich Corporation _____ as Principal, and American Manufacturers Mutual Insurance Company as Surety, are hereby hold and fumly hound unto City of San Bernardino ~ O~E~ in thefxoalsum of Ten Percent (10~) of total amount bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this- 22nd day of July ~(1(?~ The Caoditioa of the about obligation is such that whereas the Principal has wbmitted to City of San Bernardino J aortain SAS, attached hereto and hereby made a part hereof to cote[ into a contract in writing, for the Project No.07-49-02680.02 - I~1 Rosa IKive and 3rd Street at the San Bernardino International Airport NOW. THEREFORE. (a) If said HID shall be rejected, or (b) If said B1D shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said H[D) and shalt famish a BOND for his faithful performance of said conaace, and for the payment of all persons performing labor or famishing materials in connection therewith, and shall in ail other respects perform the agreement created by the acceptance ~ f 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 Surcry far any and a!1 claims hereunder shall, in no event. exceed the penal amount of this obligation as herein stated. CpNTRACT DOCUMENTS FOR CONSTRUCTION Of OOCUMEN'r NO. ~ FEDERALLY ASSISTED WATER AND SEWER PROJECrS 610 BOND PAGE 7 OP 2 02 276 "~eooo San Beritardlno, Ca. 92412 The Surety, far value rtceived, hereby stipulates and agrees that the obliga[ions of said Surety and its 80ND shall be in no way impaired oraffected by any exicnsion Of the nme N~ithin which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. Ih WITNESS W}iEltF.OF, the Principal and the Surety have hereunto xt 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 xt forth shave. Matich Corporation (I_.S.) ~~rin 'pal sy < Eugene eoisvert yjq PresWeM American Manufacturers Mutual Insurance Company Surety Jane epner, Attorney-in-Fact IMPOiZTANT-Sttrety compaaies executing BONDS must appear on the Treason' DeparvnenYs most current list (Circular 570 as amended) and be authorized to transact business in the state w hart the project is lorzted. I~CUMENT NO. a BID BOND PAGE Z OF 2 02 2d~ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ~ i CY.., <,• 7r l f~G`f:: r r.r<.'" < <~,~~`, ti _~ . , "t_'i?._ . State of California y ss. County of ~ fi ~ rrvi~-~~n (j J n `- On $ ~ l n - D 2 before me, ___ ~i'f W LST~ ~ ~C- Dille rN~dm~e an0 The of OMicer 1 g. "Jane Doe. Notary Pudic'? personally appeared ~~~A' P.f1Q- SX7LSVer~ , Name(s) d 9ignegs) tonally known to me ^'~ proved to me on the basis of satisfactory evidence CHAISTY A. w:_. 1, ~ Comm.11196i3i2 .r. N01'AAYPUBUC•CALIFUANIA ~. ' Aiveralda rounfy ,~ MY Cm~. Fan',;c 3evr i' to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and f ~ ial seal. S awre Di Notary Public OPTIONAL Though the inlormafion 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ^ Individual ^ Corporate Officer-Title(s): ^ Partner - ^ Limited ^ General ^ Attorney-in-Fact ^ Trustee ^ Guardian or Conservator ^ Other: Signer Is Number of Pages: . a Top of thumb here `<,! . ,. i',Cli < -, -:v`t,l'., i < i ,:{,v '., < _r]CjI`. f'c.~^-.. -Cti 1`, r'a;~t.c iC. 4. _ - - _.5,. O 1999 National Noary AsspCNlgn • 9350 De Sala Ave.. PO. ~r 2402 • ChatswoM, CA 91313@402 • www.nelionalnolaryo,g Prop. No. 590) ReoNer. Call TdhRee 1-BOOAi6662] CALIFORNIA ALL-PURPOSE AC 'OWLEDGMENT V Z Z ~ ~ M .oP e~~~ w °oo~ , _ ~n 9wmw..llev._ r~ 8'i State of Califomia County of Orange On ~.,2-~22/~..2. before me, Nanette Myers, Notary Public DATE NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC" personally appeared Jane Kepner NAME(S) OF SIGNER(S) i ®personally known to me - OR - ^ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. NANETTEMYERS~ Commission•7331194 =i Notary Public-Califomia ~ WITNESS my hand and official seal. Orange County 1 ~~ My Comm. Expires Nov 20, 2005 - //,~yy// ~/ //~~//LL~~((~ i`~~~SIGN RE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ^ INDIVIDUAL ^ CORPORATE OFFICER TITLE(S) ^ PARTNER(S) a LIMITED GENERAL ® ATTORNEY-IN-FACT ^ TRUSTEE(S) ^ GUARDIAN/CONSERVATOR ^ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) 51067/GEEF 2/96 ®1 DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 6236 Remmet Ave., 02 ?~ PSatich Corporation P<O. Box 50,00® Sari Bernardln0. Ca. 92432 POWER OF ATTORNEY Know All Men By These Presents: That the Lumbermeris Mutual Casualty Company, the American Motorists Insurance Company, and the American Manufacturers Mutual Insurance Company, corporations organized and existing under the laws of the State of Illinois, having their principal office in Long Grove, Illinois (hereinafter collectively referred to as the "Company") do hereby appoint Jane Kepner ,Mike Parizino ,James A. Schaller ,Alexis H. Bryan ,Nanette Marietta-Myers , Linda Enright ,Leigh McDonough ,Jeri Apodaca ,Patricia H. Brebner ,Suzanne Edwards and Rhonda C. Abel of COSTA MESA , CA (EACH) their true and lawful agent(s) and Attorney(s)-in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as their act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHOPoTY is granted to make, execute, seal and deliver any bond or undertaking which guarantees the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. This appointment may be revoked at any time by the Company. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers al their principal office in Long Grove, Illinois. This Power of Attorney is executed by authority of resolutions adopted by the Executive Committees of the Boards of Directors of the Company on February 23, 1988 at Chicago, Illinois, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the Executive Committee of the Boards of Directors of the Company at a meeting duly called and held on the 23rd day of February, 1988: "VOTED, That the signature of the Chairman of the Board, the President, any Vice President, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to resolution adopted by the Executive Committee of the Board of Directors on February 23, 1988 and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company." FK 09 75 (Ed. 09 01) Page 1 of 2 Printed in U.S.A. Part 2 -General Conditions 02 2?6 GENERAL CONDITIONS t. Definitions 17. Subsurface Conditions 2. Additional Instructions and Detail Drawings 18. Suspension of Wark. Termination and Delav 3. Schedules. Reports and Records t9. Payments to Contractor 4. Drawings and Specifications 20. Acceptance of Final Payment as Release 5. Shop Drawings 2t. Insurance 6. Materials. Services and Facilities 22. Contract Security 7. Inspection and Testing 23. Assignments e. Substitutions 24. Indemnification 9. Patenu 25. Separate Contracts 10. Surveys, Permits. Regulations 26. Subcontracting 11. Protection of Work. Properly. Persons 27. Engineer's Authority 12. Supervision by Contractor 28. Land and Rights-o[-Way 13. Changes in the Work 29. Guaranty 14. Changes in Contract Price 30. Arbitration 15. Time for Completion and Liquidated Damages 31. Taxes 16. Correction of Work 1. DEFINITIONS 1.1 Wherever used in the CONTRACT D000- MENTS. the following terms shall have the meanings indicated which shall be applicable to both the singular and plural thereof: 1.2 ADDENDA-Written or graphic instruments is• sued prior to the execution of the Agreement which modify or interpret the CONTRACT DOCUMENTS. DRAWINGS and SPECIFICATIONS. by additions, de- letions, clarifications or corrections. 1.3 HID-The otter or proposal of the BIDDER sub- mitted on the prescribed form setting forth the prices for the WORK to be performed. 1.4 BIDDER-Any person, firm or corporation sub- mitting aHID for the WORK. 1.5 BONDS-Bid. Performance, and Payment Bonds and other instruments o[ security. furnished by the CONTRAC[OR and his surety in accordance with the CONTRACT DOCUMENTS. t.6 CHANGE ORDER-A written order to the CON- TRACTOR authorizing an addition, deletion or revision in the WORK •.vithin the general scope of the CON- TRACT DOCUMENTS, or authorizing an adjustment in the CONTRAC: PRICE or CONTRACT TIME. 1.7 CONTRACT DOCUMENTS-The contract, in- cluding Advertisement For Bids. Information For Bid- ders, BID. Bid Bond. Agreement, Payment Bond. Per- formance Bond. NOTICE OF AWARD. NOTICE TO PROCEED. CHANGE ORDER, DRAWINGS, SPECIFI- CATIONS, and ADDENDA. 1.8 CONTRACT PRICE-The total monies payable to the CONTRACTOR under the terms and conditions of the CONTRACT DOCUMENTS. 1.9 CONTRACT' TIME-The number of calendar days stated in the CONTRACC DOCUMENTS [or the completion of the WORK. 7.10 CONTRACTOR-The person. firm or carpoca- lion with whom the OWNER has executed the Agree- ment. 1.17 DRAWINGS-The part of the CONTRACC DOCUMENTS which show the characteristics and scope of the WORK to be performed and which have been prepared or approved by the ENGINEER. 1.12 ENGINEER-The person, firm or corporation named u such in the CONTRACT DOCUMENTS. t.t3 FIELD ORDER-A written order effecting a change in the WORK not involving an adjustment in the CONTRACT PRICE or an extension of the CON- TRACT TIME. issued by the ENGINEER to the CON- TRACTOR during construction. 1.14 NOTICE OF AWARD-The written notice of the acceptance of the BID from the OWNER to the success- ful BIDDER. 1.15 NOTICE TO PROCEED-Written communication issued by the OWNER to the CONTRACTOR authoriz- ing him to proceed with the WORK and establishing the date of commencement o[ the WORK. 1.16 OWNER-A public or quasi-public body or authority, corporation, auociation, partnership, or in- dividual [or whom the WORK is to be performed. t.t7 PROJECT-The undertaking to be performed as provided in the CONTRACT DOCUMENTS. 1.18 RESIDENT PROJECT REPRESENTATIVE-The authorized representative o! the OWNER who~is as- signed to the PROJECT site or any part thereof. 1.19 SHOP DRAWINGS-All drawings, diagrams. il- lustrations. brochures, schedules and other data which are prepared by the CONTRACTOR. a SUBCONTRAC- TOR, manufacturer, SUPPLIER or distributor. which illustrate how specific portions o[ the WORK shall be fabricated or installed. 1.20 SPECIFICATIONS-A part o[ the CONTRACT DOCUMENTS consisting of written descriptions o! a technical nature of materials. equipment, construction systems, standards and workmanship. t.21 SUBCONTRACTOR-An individual, firm or corporation having a direct contract with the CON- TRACTOR or with any other SUBCONTRACTOR for the performance of a part of the WORK at the site. 1.22 SUBSTANTIAL COMPLETION-That date as certified by the ENGINEER when the construction of the PROJECT or a speufied part thereof is sufficiently completed. in accordance with the CONTRACT D000- MENTS. so that the PROJECT or specified part can be utilized for the purposes for which it is intended. 1.27 SUPPLEMENTAL GENERAL CONDITlONS- CONTRACT OOCUV ENTS FOR (,ONSTAUCTION OF FEDERA~Lr ASST STED WATEf. ANO SEWER VROJECTS OOCUnMM No. II O~n~ral ConOiliau: Gip. 1 a a p~ ^aF Modifications to General Conditions required by a Federal agency [or participation in the PROJECT and approved by the agency in writing prior to inclusion in the CONTRACT DOCUMENTS. or such requirements that may be imposed by applicable state laws. 1.24 SUPPLIER-Any person or organization who sup- plies materials or equipment for the WORK, including that fabricated to a special design. but who does not perform labor at the site. 1.25 WORK-All labor necessary to produce the con• struction required by the CONTRACT' DOCUMENTS, and all materials and equipment incorporated or to be incorporated in the PROJECT. 1.26 WRITTEN NOTICE-Any notice to any party of the Agreement relative to any part of this Agreement in writing and considered delivered and the service thereof completed. when posted by certified or regis- tered mail to the said party at his last given address. or delivered in person to said party or his authorized representative on the WORK. 2. ADDITIONAL INSTRUCTIONS AND DETAfL DRAWINGS 2.1 The CONTRACTOR may be furnished additional instructions and detail drawings, by the ENGINEER. as necessary to carry out the WORK required by the CONTRACT DOCUMENTS. 21 The additional drawings and instruction thus supplied will become a part of the CONTRACT DOCU- MENTS. The CONTRACTOR shall carry out the WORK in accordance with the additional detail drawings and instructions. 3. SCHEDULES. REPORTS AND RECORDS 3.1 The CONTRACTOR shall submit to the OWNER such schedule of quantities and costs, progress sched- ules. payrolls. reports. estimates, records and other data where applicable as are required by the CON- TRACT DOCUMENTS tar the WORK Io be performed. 3.2 Prior to the first partial payment estimate the CONTRACTOR shall submit construction progress schedules showing the order in which he proposes to carry on the WORK. including dates at which he will start the various parts of the WORK. estimated date of completion o[ each part and. as applicable: 3.2.1. The dates at which special detail drawings will be required: and 3.2.2 Respective dates for submission of SHOP DRALVI\CS. the beginning of manufacture. the testing and the installation of materials. supplies and equip- ment. 3.3 The CONTRACTOR shall also submit a schedule of pacments that he anticipates he will earn during the course of the \VORK. ~. DRAIVINCS A.~'D SPECIFICATIO\'S tt The intern of the DRA\1'NCS and SPECIFICA- TIONS is that the CUVTRACTOR shall furnish all labor. materials, tools. equipment. and transportation necessarr (or the proper execution of the q'ORK in accordance lvith the CO\'TRACT DOCUIvtENTS and all incidental work necessary to complete the PROTECT in an acceptable manner, ready for use. occupancy or operation by the O\\'NER. OOe~,nenl Na. 1 / W n~ral Commons: Va9e 2 0l 9 4.2 In case of conflict between the DRAWlNCS and SPECIFICATIONS. the SPECIFICATIONS shall govern. Figure dimensions on DRAWlNCS shall govern over scale dimensions, and detailed DRAWINGS shall govern over general DRAWINGS. 4.3 Any discrepancies found between the DRAIV- [NCS and SPECIFICATIONS and site conditions or any inconsistencies or ambiguities in thf~ DRAWINGS or SPECIFICATIONS shall be immediate y reported to the ENGINEER, in writing. who shall promptly correct such inconsistencies or ambiguities in writing. IVORK done by the CONTRACTOR alter his discovery of such discrepancies, inconsistencies or ambiguities shall be done at the CONTRACTOR'S risk. 5. SHOP DRA W1NCS 5.1 The CONTRACTOR shall provide SHOP DRAW- INGS as may be necessary for the prosecution of the WORK as required by the CONTRACT DOCUMENTS. The ENGINEER shall promptly review all SHOP DRAWINGS. The ENGINEER'S approval of anv SHOP DRAWING shall not release the CONTRACTOR from responEibility [or deviations from the CONTRACT DOCUMENTS. The approval of any SHOP DRAWING which substantially deviates from the requirement of the CONTRACT DOCUMENTS shall be evidenced by a CHANGE ORDER. 5.2 When submitted for the ENGINEER'S review. SHOP DRAWINGS shall bear the CONTRACTOR'S certification that he has reviewed. checked and approved the SHOP DRAWINGS and that they are in conformance with the requirements o[ the CONTRACT DOCUMENTS. 5.3 Portions of the WORK requiring a SHOP DRA~V- INC or sample submission shall not begin until the SHOP DRAWING or submission has been approved by the ENGINEER. A copy of each approved SHOP DRAWING and each approved sample shall be kept in good order by the CONTRACTOR at the site and shall be available to the ENGINEER. 6. MATERIALS. SERVICES AND FACILITIES 6.1 It is understood that. except as otherwise specifi- call}• stated in the CO\TRACT DOCUME\TS, the CONTRACTOR shell provide and pay [or all materials. labor, tools. equipment, water. light. power, transpor- tation. supervision. temporary construction of any nature. and all other services and facilities o[ anv nature whatsoever necessary to execute, complete, and deliver the \L'ORK within the specified time. 6.2 tvlaterials and equipment shall be so stored as to insure the preservation of their quality and fitness for the ll'ORK. Stared materials and equipment io be in- corporated in the \\'ORK shall be located so us to facili- tate prompt inspection. 6.3 \IanuGctured anicles. materials and equipment shall be applied. installed, connected. erected. used. cleaned and conditioned as directed bw the manufac- lurer. • 6A Materials, supplies and equipment shall be in accordance with samples r: ^ln!ed by the COUTRAC-s TOR and approved be the E:.•;:::EER. 6.5 Materi:ds. supplies or rq•~lpment to be incorpor- ated into the l\'ORK shall not he purchased by the ~~ ^?.~ CONTRACTOR or the SUBCONTRACTOR subject to a chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. 7. INSPECTION AND TESTING 7.1 All materials and equipment used in the construc- tion of the PROTECT shall be subject to adequate in- spection and testing in accordance with generally ac- cepted standards. as required and defined in the CON- TRACT DOCUMENTS. 7.2 The OWNER shall provide all inspection and test- ing services not required by the CONTRACT D000- MENTS. 7.3 The CONTRACTOR shall provide at his expense the testing and inspection services required by the CONTRACT DOCUMENTS. 7.4 I( the CONTRACT DOCUMENTS, laws, ordi- nances. rules, regulations or orders of any public authority having jurisdiction require any WORK to specifically be inspected. tested. or approved by some- one other than the CONTRACTOR, the CONTRACTOR will give the ENGINEER timely notice of readiness. The CONTRACTOR will then furnish the ENGINEER the required certificates of inspection. testing or ap- proval. 7.6 Inspections. tests or approvals by the engineer or others shall not relieve the CONTRACTOR from his obligations to perform the WORK in accordance with the requirements of the CONTRACT D000- MENTS. 7.6 The ENGINEER and his representatives will at all limes have access to the WORK. In addition. authorized representatives and agents o[ any partici- pating Fedecal or state agency shall be permitted to inspect all work, materials. payrolls. records of per• sonnet, invoices o[ materials. and other'relevanl data and records. The CONTRACTOR will provide proper facilities {or such access and observation of the WORK and also for any inspection, or testing thereof. 7.7 If any WORK is covered contran• to the written instructions of the ENGINEER it must, if requested by the ENGINEER. be uncovered far his observation and replaced at the CONTRACTOR'S expense. 7.8 [f the ENGINEER rnnsiders it necessary or ad- visable that covered tVORK be inspected or tested by others. the CONTR.cG?OR. at the ENGINEER'S request. will uncover, expose or otherwise make available for obser•ation. inspection or testing as the ENGINEER map require. that ponion of the WORK in question. furnishing all necessar.• labor. materials. tools. and equipment. If it is iound that such 1VORK is detective. the CONTRACTOR will bear all the expenses of such unwvenng. exposure. observation, inspection and testing and of saGs(actory reconstruction. I[. however. such U'ORK is not iound to be defective. the CO\- TRACTOR hill be allowed an increase in the CON- TRACT PRICE or an extension of the CONTRACT T1~tE. ar both, directly auribmable to such uncovering. exposure. obser•ation, inspection, testing and recon- suuction and an appropriate CHANCE ORDER shall be issued. 8. SUBSTfTUTlO.VS 8.t Whenever a material, article or piece of equip- mem is ideNified on the DRAMNCS or SPECIfICA- T10NS by reference to brand name or catalogue num- ber. it shall be understood that this is referenced for the purpose of defining the performance or other sali- ent requirements and that other products of equal capacities. quality and function shall be considered. The CONTRACTOR may recommend the substitution of a material. article, or piece of equipment of equal substance and function for those referred to in the CONTRACT DOCUMENTS b_v reference to brand name or catalogue number, and if. in the opinion of the ENGINEER. such material. article. or piece of equip- ment is of equal substance and function to that speci- fied. the ENGINEER may approve its substitution and use b.• the CONTRACTOR. Any cost differential shall be deductible from the CONTRACT PRICE and the CONTRACT DOCUMENTS shall be appropriately moditied by CHANCE ORDER. The CONTRACTOR warrants that i[ substitutes are approved. no major changes in the function or general design o[ the PROJ- ECT will result. Incidental changes or extra component pare required to accommodate the substitute will be made by the CONTRACTOR without a change in the CONTRACT PRICE or CONTRACT TIME. 9. PATENTS 9.1 The CONTRACTOR shall pay all applicable royalties and license tees. He shall defend all suits or claims for infringement of anv patent rights and save the OWNER harmless from loss on account thereof. except that the OWNER shall be responsible for any such loss when a particular process. design. or the product of a particular manufacturer or manufacturers is specified. however iE the CONTRACTOR has reason to believe that the design. process or product specified is an infringement oI a patent. he shall be responsible for such loss unless he promptly gives such informa- tion to the ENGINEER. 10. SURVEYS. PERMITS. RECULATfONS 10.1 The OWNER shall furnish all boundary surveys and establish all base lines for locating the principal Component parts of the WORK together with a suitable number o[ bench marks adjacent to the WORK as shown in the CONTRACT DOCU\•tENTS. From the in- formation provided by the OLVNER. unless otherwise specified in the CONTRACT DOCUMENTS. the CON- TRACTOR shall develop and make all detail surveys needed for construction such as sloRe stakes. batter boards. stakes [or pile locations and other working points, lines. elevations and cut sheets. 10.2 The CONTRACTOR shall carefully preserve bench marks. reference points and stakes and, in case of willful or careless destruction, he shall be charged with the resulting expense and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. Io.3 Permits and licenses of a temporary nature necessar for the prosecution of the IVORK shall be secured and paid for by the CONTRACTOR unless otherwise stated in the SUPPLEMENTAL GENERAL CONDITIONS. Permits. licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by the OWNER. unless otherwise speciCed. The CONTRACTOR shall give all notices and comply with all laws, ordinances. rules and regulations bearine on the conduct of the WURK as drawn and spenfied. If the CONTRACTOR ppt:ym~nl No. 11 Gurr~i Ce~Wnwna: Gaps ] a 9 ~~ ??~ observes that the C0~'TRACT DOCUMENTS are at variance therewith. he shall promptly notify the ENGI- NEER in writing. and any necessary changes shall be adjusted as provided in Section 17, CHANCES IN THE WORK. 1t. PROTECTION OF WORK. PROPERTY AND PERSONS 11.1 The CONTRACTOR will be responsible for initiating. maintaining and supervising all safety pre- cautions and programs in connection with the WORK. He will take. all necessary precautions Eor the safety of, and will provide the necessary protection to prevent damage. injury or lass to all employees on the WORK and other persons who may be affected thereby, all the WORK and all materials or equipment to be incorpor- ated therein. whether in storage on or ot[ the site. and other property at the site or adjacent thereto. includ- ing trees. shrubs. lawns. walks. pavements, roadways. structures and utilities not designated [or removal. relo- cation or replacement in the course o[ construction. 11.2 The CONTRACTOR will comply with all appli- cable laws, ordinances. rules. regulations and orders of any public body having jurisdiction. He will erect and maintain. as required by the conditions and progress of the WORK. all necessary safeguards for safety and protection. He will notify owners of adjacent utilities when prosecution of the WORK may affect them. The CONTRACTOR will remedy all damage, injury or loss to an}• property caused. directly or indirectly, in whole or in part. by the CONTRACTOR, any SUBCON- TRACTOR or anyone directly or indirectly employed by any of them or anyone for whose acts any of Them be liable, except damage or loo attributable to the fault of the CONTRACT DOCUMEYTS or to the acts or omissions of the OWNER or the ENGINEER or anyone employed b}' either of them or anyone for whose acts either o[ them may be liable. and not attributable. directs or indirectly, in whole or in part. to the fault or negligence of the CUNTRACTOR. 11.7 In emergencies affecting the safety o[ persons or the WORK or propery at the site or adjacent thereto. the CONTRACTOR. without special instruction or authorization tram t~~e ENGINEER or O\1'NER. shall act to present threatened damage. injure or lass. He wit! give the ENGIXEER prompt 11'RiTTEN NOTICE of am~ significant changes in the IVORK or deviations from the CONTRACT DOCUMENTS caused thereby. and a CHA\GE ORDER shall (hereupon be issued cov- ering the changes and deviations invoked. t2. SUPERV(SIO\' 8}' CONTRACTOR ~L.t The CONTRACTOR .till supervise and direct the 1CORK. He kill be solely responsihle (or the means. methods. techniques. sequences and procedures of construction. The CCNTRACTOR kill employ and maintain on the PCORF: a yualificd su pen~isur ur super- intendent syho shall ha•:e been designated in syriting be the CONTRACTOR as the CO~TR:\l-?U R'S represen- tative at the site. l'he supervisor skill hose full authon- rc to act on behalf of the CONTR:\CTUR and all cum- municauons gn•en to the supervtsor shall be as binding as i( given to the CO\TRACTOR. The supcn~isur shall be present un the sue at all times as required to per- form adequate super~tsion and coordination of the \1'ORK. !7. CHANCES !N THE WORK order ehanges.within the scope of the WORK without invalidating the Agreement. If such changes increase or decrease the amount due under the CONTRACT DOCUMENTS, or in the time required [or performance o[ the WORK, an equitable adjustment shalt be author- ized by CHANCE ORDER. 17.2 The ENGINEER. also. may at any time. by issuing a FIELD ORDER, make changes in the'~etails of the WORK. The CONTRACTOR shall proceed with the performance of any changes in the WORK so ordered by the ENGINEER unless the CONTRACTOR believes that such FIELD ORDER entitles him to a change in CONTRACT PR[CE or TIME. or bath, in which event he shall give the ENGINEER WRITTEN NOTICE there- of within seven (~) days after the receipt of the ordered change. Thereafter the CONTRACTOR shall document the basis for the change in CONTRACT PR[CE or TIME within thirty (301 days. The CONTRACTOR shall not execute such changes pending the receipt of an executed CHANCE ORDER or further instruction from the OWNER. 14. CHANCES IN CONTRACT PRICE 14.1 The CONTRACT PRICE may be changed only by a CHANCE ORDER. The value of any 4VORK covered by a CHANCE ORDER or of any claim for increase or decrease in the CONTRACT PRICE shall be determined by one or more of the following methods in the order of precedence listed below: (aj Unit prices previously approved. (bl An agreed lump sum. (cj The actual cost [or labor. direct overhead. ma- 'erials, supplies. equipment, and other services neces- sary to wmplete the work. In addition there shall be added an amount to be agreed upon but not to exceed fifteen 1151 percent of the actual cost of the N'ORK to cover the cost of general overhead and profit. 15. TJME FOR COMPLETION AND LIQUIDATED DAM.ICES 15.7 The date of beginning and the time for comple- tion of the tVORK are essential conditions of the CON- TRACT DOCUMENTS and the \L'ORK embraced shall be commenced an a date specified in the NOTICE TO PROCEED. 15.2 The CONTRACTOR gill proceed with the 1VORK at such rate of progress to insure full completion .with- in the CO\TRACT TI\IE. It is expressly understood and agreed. by and between the CONTRACTOR and the Olt'NER. that the CO\TRACT TIJIE for the com- pletion of the IVORK described herein is a reasonable time. taking into consideration the a.•erage climatic and economic conditions and other factors preyailinq in the locality o[ the 1VORK. 15.7 If the CONTRACTOR shall fail to complete the l\ORK within the CONTRACT TIME. or extension of time grained by the Ol\'NER, rhea the CONTR.\CTOR will pay to the 01':\ER the amount for liquidated dam- ages as specified in the BID for each calendar day that the CO\TR:\CTUR shall be in Default after the time stipulated in the CONTRACT DOCUMENTS. 15.i The CO\TR:\CTOR shall not he charxcd .ytth liquidated damages or any eycess cost when the delay in completion of the l\ORK ~~ %lue to the following. and the CUNTR:ICTOR has ;~- -..pii~ gn•en 1eRITTEV KUTICf. of such Jclac iu the UI: XER or ENGINEER. lJ.l The U\\'NER maq at any time. as the need .vrses 1i.a.t To any preference. pnonty or allocation QOG~menl NO l I CNMIaI CorWmona: Paso ~ of 9 02 27~ order duly issued by the OWNER. 15.4.2 To unforeseeable causes beyond the con- trol and without the fault or negligence of the CON- TRACTOR, including but not restricted Io. acts of Cod. or o[ the public enemy, acts of the OWNER. acts of another CONTRACTOR in the performance of a con- tract with the OWNER. fires. floods. epidemirs. quar- antine restrictions. strikes. freight embargoes, and abnormal and unforeseeable weather: and 15.a.3 To any delays of SUBCONTRACTORS occasioned by any of the causes specified in para- graphs 15.4.1 and 15.4.2 of this article. 18. CORRECTION OF WORK 18.1 The CONTRACTOR shall promptly remove tram the premises all WORK rejected by the ENGINEER for failure to comply with the CONTRACT DOCUMENTS. whether incorporated in the construction or not. and the CONTRACTOR shall promptly replace and re- execute the WORK in accordance with the CONTRACT DOCUMENTS and without expense to the OWNER and shall bear the expense o[ making good all WORK of other CONTRACTORS destroyed ar damaged by such removal or replacement. 16.2 All removal and replacement WORK shall be done at the CONTRACTOR'S expense. l[ the CON- TRACTOR does not take action to remove such re- jected WORK within ten (101 days after receipt of WRITTEN NOTICE, the OWNER may remove such WORK and store the materials at the expense of the CONTRACTOR. 17. SUBSURFACE CONDITIONS v.t The CONTRACTOR shall promptly, and before such conditions are disturbed. except in the event of an emergency. notify the 06VNER by WRITTEN NOTICE of: 17.1.1 Subsurface or latent physical conditions at the site differing materially from those indicated in the CONTRACT DOCUMENTS: or 17.1.2 Unknown physical conditions at the site. of an unusual nature. differing materially from those ordinarily encountered and gene: ally recognized as inherent in tVORK of the character provided [or in the CONTRACT DOCUMENTS. 17.2 The Ott'NER shall protnpth investigate the con- ditions, and if he finds that such conditions do so materially differ and cause an increase or decrease in the cost of. or in the time required for. performance of the 1VORK. an equitable adjustment shall be made and the CONTRACT DOCUMENTS shalt be modified by a CHANGE ORDER. Any claim of the CO\TRAC- TOR (or adlustment hereunder shall not be allotyed unless he has given the required tVRITTEN \OTICE: provtded that the Olt'\EA mac, if he determines the facts so justify. consider and adjust anc such claims asserted before the date of final pa~~ment. t8. SL'SPEN'SfOV OF IvORK. TER.tI1.VATfON AND DELA Y 18.1 The Ott'NER may suspenJ the t\DRK or any portion thereof for a period of not more than nineic da•a or such further time as agreed upon he the CON- TRAt;TOR. Iry IVRITTEN NOTICE to the CONTRACT- OR and the ENCI\EER which nonce shall fix the dale on which tt'URK shall be resumed. The CONTRACTOR will resume that tt'ORK on the date so (fixed. The CONTRACTOR will be allowed an increase in the CONTRACT PRICE or an extension a[ the CONTRACT TIME. ar both. directly attributable to any suspension. 18.2 !f the CONTRACTOR is adjudged a bankrupt or insolvent, or if he makes a general assignment for the benefit of his creditors. or i(a trustee or receiver is appointed for the CONTRACTOR or for any of his property. or if he tiles a petition to take advantage of any debtor's act. or to reorganize under the bankruptcy or applicable laws. ar i[ he repeatedly Eails to supply sufficient skilled workmen or suitable materials or equipment. or if he repeatedly [ails to make prompt payments to SUBCONTRACTORS or (or labor. materi- als or equipment or if he disregards laws. ordinances. rules, regulations or orders of any public body having jurisdiction of the WORK or if he disregards the author- ity of the ENGINEER. or i[ he otherwise violates any provision of the CONTRACT DOCUMENTS. then the OWNER may. without prejudice to any other right or remedy and after giving the CONTRACTOR and his surety a minimum of ten (101 days from delivery of a WRITTEN NOTICE. terminate the services o[ the CO\- TRACTOR and take possession o[ the PR0IECT and of all materials. equipment. tools. construction equip- ment and machinery thereon owned by the CONTRAC- TOR. and finish the tVORK by whatever method he may deem expedient. In such case the CONTRACTOR shall not be entitled to receive any further payment until the WORK is finished. If the unpaid balance of the CONTRACT PRICE exceeds the direct and indirect costs of completing the PROJECT, including compensa- tion [or additional professional services, such excess SHALL BE PAID TO THE CONTRACTOR. If such costs exceed such unpaid balance. the CONTRACTOR will pay the difference to the OWNER. Such costs incurred by the OIVNER will be determined by the ENGINEER and incorporated in a CHANCE ORDER. 18.3 Where the CONTRACTOR'S services have been so terminated by the OtVNER. said termination shall not affect am• right of the Ol\'NER against the CON- TRACTOR Ihen existing or which may thereafter ac- crue. Am retention or payment of monies by the OIVNER due the CONTRACTOR .will not release the CONTRACTOR from compliance with the CONTRACT DOCUMENTS. 18A After ten 1701 days from delicerc of a 6VRITTEN NOTICE to the CONTRACTOR and the ENCI\EER. the OWNER may. without cause and ycithout prejudice to any other right or remedy. elect to abandon the PR0IECT and terminate the Contract. to such case, the CONTRACTOR shall be paid for all IVORti exe- cuted and any expense sustained plus reasonable profit. 18.5 If. through na an or fault of the CONTRACTOR. the WORK is suspended fora period of more than ninety 1901 daps by the UtVNER ur under an order of coup or other public authnrit}', or the EXGI`:EER fails to as on any request fur pacmem within thirtc p01 days aficr it is submitted. or the 01VNER fails to pa.' the CONTRACTOR suhstanuaily the sum appruceJ be the EXGI\EER or a~yurded by arbitrators within thirn~ p01 does of its approval and presenianon. then the CONTR:CTOR may. after ten 1101 Jays from delivery o(a ICRI~'EN NUTICE to the Ult'NER and the ENGI\EER. terminate the CONTRACT and re- cover from the OI\'NER payment for all tVORK exe- Gy~yTfM NO rl General Conaawns. Page S a ! cirted and all expenses sustained. In addition and in lieu of terminating the CONTRACT, if the ENGINEER has tailed to act on a request for pa}•ment or if the OWNER has failed to make any payment as aforesaid. the CONTRACTOR may upon ten (701 days written notice to the OWNER and the ENGINEER stop the WORK until he has been paid all amounts then due, in which event and upon resumption of the 1VORK. CHANCE ORDERS shall be issued for adjusting the CONTRACT PRICE or extending the CONTRACT TIh1E or both to compensate for the costs and delavs attributable to the stoppage of the WORK. - 78.6 [f the performance of all or any portion of the WORK is suspended. delayed. or interrupted as a re- sult of a failure of the OWNER or ENGINEER to act within the time specified in the CONTRACT D000- MENTS, or if no time is specified, within a reasonable lime. an adjustment in the CONTRACT PRICE or an extension o[ the CONTRACT TIME. or both, shall be made by CHANCE ORDER to compensate the CON- TRACTOR For the costs and delavs necessarily caused by the failure of the OWNER or ENGINEER. 79. PAYMENTS TO CONTRACTOR 19.7 At least ten (101 days before eacn progress pay- ment falls due (but not more often than once a monthl. the CONTRACTOR will submit to the ENGINEER a par- tial payment estimate filled out and signed by the CON- TRACTOR covering the WORK performed during the period covered by the partial payment estimate and supported by such data as the ENGINEER may reason- ably require. If payment is requested on the basis o[ materials and equipment not incorporated in the WORK but delivered and suitably stored at or near the site, the partial payment estimate shall also be accom- panied by such supporting data, satisfactory to the OIVNER, as will establish the OWNER's title to the ma- terial and equipment and protect his interest therein. including applicable insurance. The ENGINEER will. within ten (101 days after receipt a[ each partial pay- ment estimate. either indicate in writing his approval of payment and present the partial payment estimate to the OWNER, or return the partial payment estimate to the CONTRACTOR indicating in writing his reasons for refusing to approve payment. in the latter case, the CONTRACTOR may make the necessary corrections and resubmit the partial payment estimate. The OWN- ER will within ten (701 days of presentation to him of an approved partial payment estimate. pay the CON- TRACTOR a progress payment on the basis of the ap- proved partial payment estimate. The OWNER shall re- tain ten Ilul percent of the amount of each payment un- til final completion and acceptance of all work covered by the CO\TRACT DOCUMENTS. The UWNER at any time. however. after (iftc 1501 percent of the WORK has been completed. if he finds that satisfactory prog• ress is being made. shall reduce retainage to five 15`,1 percent on the current and remaining estimates. N'hen the l\'ORK is substantially complete (operational or beneficial occupancyl, the retained amount may he further reduced below five I51 percent to only that amount necessary to assure completion. On completion and acceptance of a pan of the \VORK on which the price is stated separately in the CONTRACT D000- MENTS. payment may be made in full, including re~ rained percentages. less authorized deductions. I9.2 The request for payment may also include an allowance for the cost of such major materials and 02 27s equipment which are suitably stored either at or near the site. 19.3 Prior to SUBSTANTIAL COMPLETION, the OWNER, with the approval of the ENCCNEER and ~yith the concurrence of the CONTRACTOR, may use anc completed or substantially wmpleted ponions of the WORK. Such use shall not constitute an acceptance of such portions o[ the WORK. 79.a The OWNER shall have the right to enter the premises for the purpose of doing work not covered by the CONTRACT DOCUMENTS. This provision shall not be construed as relieving the CONTRACTOR of the sole responsibility for the care and protection of the WORK. or the restoration of any damaged WORK ex- cept such as may be caused bg agents or employees of the OWNER. 79.5 Upon completion and acceptance of the l\'ORK. the ENGINEER shall issue a certificate attached to the final payment request that the WORK has been ac- cepted by him under the conditions of the CO\TRACT DOCUMENTS. The entire balance found to be due the CONTRACTOR. including the retained percentages, but except such sums as may be lawfulls• retained b.• the OIVNER. shall be paid to the CONTRACTOR yrithin thirty 1301 days of completion and acceptance of the WORK. 19.6 The CONTRACTOR will indemnify and save the OWNER or the OWNER'S agents harmless from all claims growing out of the lawful demands of SUB- CONTRACTORS. taborets. N•arkmen, mechanics. ma- terialmen, and furnishers o[ machinerc and parts thereof. equipment. tools, and all supplies. incurred in the furtherance of the performance of the t\'ORK. The CONTRACTOR shall, at the OWNER'S request. furnish satisfactory evidence that all obligations o[ the nature designated above have been paid, discharged. or waived. If the CONTRACTOR fails to do so the DIVN- ER may. after having notified the CO\TRACTOR. either pay unpaid bills or withhold from the CO\- TRACTOR'S unpaid compensation a sum of money deemed reasonably sufficient to pzy any and all such lawful claims until satisfactory evidence is furnished that all liabilities have Leen fully discharged yvhere- upon payment to the CONTRACTOR shall be resumed. in accordance with the terms o[ the CO\TRACT DOCUMENTS, but in no e.•ent shall the provisions of this sentence be construed to impose any obligations upon the OWNER to either the CONTRACTOR. his Suretc. or any third pang. In paying an.• unpaid bills o[ the CONTRACTOR. am payment so made be the OIVNER shall be considered as a payment made under the CONTRACT DOCUMENTS by the Olt'N`cR to the CONTRACTOR and the O\VNER shall riot be liable to the CONTRACTOR for arty such pavmena made in good faith. t9.7 If the Ol•~NER fails to'make payment thirty (J01 days after approval by the ENGINEER, in addiGOn to other remedies available :o ~i:~~ CONTRACTOR, there shall be added to each such paymem interest at the maximum legal rite tommcnr.ntt on the fire day aher said payment is due and cote muing until the payment fs received by the •.:~~NT3 ~i FOR naCYMtM NO. 11 Ga~at Cororoons. pogo 6 of 9 oz 27c 20. ACCEPTANCE OF FINAL PAYMENTAS RELEASE 20.1 The acceptance by the CONTRACTOR of final payment shall be and shall operate as a release to the OWNER o[ all claims and all liability to the CONTRAC- TOR other than claims in stated amounts as may be specifically excepted by the CONTRACTOR for all things done or furnished in connection with this WORK and for every act and neglect of the OWNER and others relating to or arising out of this WORK. Any payment. however, final or otherwise, shall not release the CONTRACTOR or his sureties from any obligations under the CONTRACT DOCUMENTS or the Perform- ance BOND and Payment BONDS. 21. INSURANCE 21.1 The CONTRACTOR shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out o[ or result from the CON- TRACTOR'S execution o[ the WORK. whether such ex- ecution be by himself or by any SUBCONTRACTOR ar by anyone directly or indirectly employed by any of them, or by anyone for whose acts any o[ them may be liable: operations under the CO\TRACT DOCUMENTS. whether such operations be by himself or by anv SUBCO\'TRACTOR under him. or anyone directly o~ indireclh~ employed by the CONTRACTOR or by a SUBCONTRACTOR under him. Insurance shall ~ be written with a limit of liability of not less than 5500.000 for all damages arising out of bodily injury, including death. at any time resulting therefrom, sustained 6v any one person in any one accident: and a limit of liability of not less than S5o0.00o aggregate for anv such damages sustained b~• two or more persons in any one accident. Insurance shall be written with a limit of liability of no: less than 5200.000 for all property damage sustained by any one person in any one acci- dent: and a limit of liability of na1 less Than 5200.000 aggregate [or any such damage sustained by two or more persons in any one accident. 21.3.2 The CONTRACTOR shall acquire and maintain, if applicable. Fire and Extended Coverage insurance upon the PROTECT to the full insurable value thereof for the benefit of the OWNER, the CON- TRACTOR. and SUBCONTRACTORS as their interest may appear. This provision shall in no way release the CONTRACTOR or CONTRACTOR'S surety from obli• gations under the CONTRACT DOCUMENTS to fully complete the PROTECT. 21.1.1 Claims under workmen's compensation, disability benefit and other similar employee benefit acts: 21.1.2 Claims far damages because of bodily injury, occupational sickness or disease, or death of his employees: 21.1.3 Claims Eor damages because of bodily in- jury. sickness or disease, or death a( any person other than his employees: 21.1.1 Claims for damages insured by usual per- sonal injury liability coverage which are sustained (1j by anv person as a result of an offense directly or in- directly related to the employment of such person by the CONTRACTOR. or (21 be am' other person: and 2t.t.5 Claims far damages because of injury to or destruction of tangible property. including loss of use resulting therefrom. 21.2 Certificates of Insurance acceptable to the OIVN_ ER shall be filed with the Ott'\ER prior to commence- ment of the 11'ORK. These Certificates shall contain u provision that coverages afforded under the policies sill not be cancelled unless at least fifteen jut days prior U'RITTEN NOTICE has been given to the Utt'N_ ER. 21.3 The CONTRACTOR shall procure and maintain. at his own oxpense. duringlhe CONTRACT TI\I E. li- abilih• insurance as hereinafter spea[ied: 21.].1 CON'TRACTOR'S General Public Liability and Property Damage Insurance including vehicle coverage issued to the CONTRACTOR and protecting him from all claims for personal injury. including death. and all claims for destruction of or damage to property, arising out of or in connection with am• 21.i The CONTRACTOR shall procure and maintain. at his own expense. during the CONTRACT TIME. in accordance with the provisions of the laws of the state in which the work is performed. Workmen's Compensation Insurance. including occupational disease provisions. for all of his employees at the site of the PROTECT and in case any work is sublet. the CONTRACTOR shall require such SUBCONTRACTOR similarly to provide Workmen's Compensation Insur- ance. including occupational disease provisions [or all of the tatter's employees unless such employees are covered by the protection afforded by the CONTRAC- TOR. fn case an+• class of employees engaged in haz- ardous work under this contract al the site a[ the PROTECT is not projected under FVOrkmen's Compen- sation statute. thr CONTRACTOR shall provide. and shall cause each SUBCONTRACTOR to provide, ade- quate and suitable insurance for the protection of his employees not otherwise protected. 21.5 The CONTRACTOR shall secure. it applicable. "All Risk" type Builder's Risk Insurance for WORK to be performed. Unless specifically authorized by the OtVNER. the amount of such insurance shall not be less than the CONTRACT PRICE totaled in the BID. The policy shall cover not less than the losses due to fire. explosion, hail. lightn~ne. vandalism. malicious mischief. wind. collapse. not. aircraft. and smoke dur- ing the CONTRACT TIME and until the WORK is accepted b~• the Ott'NER. The policy shall name as the insurod the CONTRACTOR. ;he E~CINEER, and the Olt'NER. 2?. CONTRACT SECUR:?': 22.1 The CONTRACTOR sh;ii within ten (tot days after the receipt of the NCT~i:~ OF Alt'ARD furnish the OIVNER with a Per(orr.,ance Bond and a Payment Bond in penal sums equal is :^.e amount of the CON• TRACT PRICE. conditioned upon the performance by ()OCUm~nl Ne. 11 .__.-.~__._.__...__- jilts 02 276 the CONTRACTOR of all undertakings. covenants. terms. conditions and agreements of the CONTRACT DOCUMENTS. and upon the prompt payment by the CONTRACTOR to all persons supplying labor and materials in the prosecution of the WORK provided by the CONTRACT DOCUMENTS. Such BONDS shall be executed by the CONTRACTOR and a corporate bond- ing company licensed to transact such business in the state in which the WORK is to be performed and named on the current list of "Surety Companies Ac- ceptable on Federal Bands" as published in the Treas- ury Department Circular Number 570. The expense of these BONDS shall be borne by the CONTRACTOR. If at any time a surety on any such BOND is declared a bankrupt or loses its right to do business in the state in which the WORK is to be performed or is removed from the list of Surety Companies accepted on Federal BONDS. CONTRACTOR shall within ten 1101 days after notice from the OWNER. to do so, substitute an acceptable BOND (or BONDS( in such farm and sum and signed by such other surety or sureties as may be satisfactory to the OWNER. The- premiums on such BOND shall be paid by the CONTRACTOR. hio further payments shall be deemed due nor shall be made until the new surety or sureties shall have furnished an acceptable BOND to the OWNER. 23. ASSIGNMENTS 23.1 ~ leither the CO~ITRACI'OR nor the 01YNER shall sell. transfer. assign or otherwise dispose of the Contreu or any portion thereof. or of his right. [itle or interest therein, or his obligations thereunder, without wriRen consent of the other party. tracts in connection with this PROTECT. The CON- TRACTOR shall afford other CONTRACTORS reason- able opportunity for the introduction and storage of their materials and the execution of their WORK. and shall properly connect and coordinate his WORK syith theirs. If the proper execution or results of any part of the CONTRACTOR'S WORK depends upon the \VORK of any other CONTRACTOR, the CONTRACTOR shall inspect and promptly report to the ENGINEER any defects in such 6VORK that render it unsuitable for such proper execution and results. 25.2 The OWNER ma_v perform additional 6VORK re- lated to the PROTECT by himself, or he may let other contracts containing provisions similar to these. The CONTRACTOR will afford the other CONTRACTORS who are parties to such Contracts (or the O\VNER. if he is performing the additional WORK himself 1. rea- sonable opportunity (or the introduction and storage of materials and equipment and the execution of WORK, and shall properly connect and coordinate his WORK with theirs. 25.3 If the performance of additional \VORK by other CONTRACTORS or the U6VNER is not noted•in the CONTRACT DOCUMENTS prior to the execution of the CONTRACT. written notice (hereof shall Ire given to the CONTRACTOR prior to starting an}• such addi- tional WORK. If the CONTRACTOR believes that the performance of such additional \\'ORK by Thu O1\'\ER or others involves him in additional expense or entities him to an extension of the CONTRACT TIME. he may make a claim therefor as provided in Sections t; amt 15. ?;. -NDEddNIFICATlON _;.t The CONTRACTOR will indemnify and hold harmless the 04V\ER and the ENGINEER and their agents and employees from and against all claims, damages. losses and expenses including attorney's fees arising out of or resulting from the performance of the \\'ORK. provided that am• such claims. damage. loss ur expense is attributable to bodily injury, sick- ness. disease or death. or to injury to or destruction of tangible propern~ including the loss of use resulting therefrom: and is caused in srhnle or in part by am~ negligent ur syillful act or omission of the CONTRAC- TOR. and 5UBCUXTRACTOR. am•une directly or in- diructly employed by any of them ar anyone [or whose acts am' u( them may he liable. 3;.3 In any and all claims against the O\VNER or the EXGIXF:ER. ur any of their agents nr employees. by arty employee of the COXTRA(,TUR. any SUBCU\- TR:\CTOR. ancune directlc or indirectly employed be anc of them. ur .tncone fur schose acts any u( them ma\' TIC liable. the indemnification obligation shall nut he limited to am c. ac he am limitation on the amoum or tope of Jamaees. cnmpensauun rte benefits payable by ur fur the COX'fR:\CTOR ur am' SUIICUK'iR:\(:• TUK under workmen's compensation acts, disabilitc brne(11 acts ur mhcr cmplucyc benefits acts. 3i.J The u6lieaunn n( the CUXTR:\C'fUR under Ibis paraeraph shall nnl extend to the liahilih~ of the EXGIXEE:R. his agents ur emplnyres arising uul of the preparauun nr approval of maps. DR:\\\'INCS. opini- ons, reports. sun~ucs. l:f1AKGE URDF.RS. designs ur spe(aFlc:rrioxs. '_'S. SEPARATE CONTRACTS 35.1 'f he U\\'N ER resen•es the right to let ether eun- 26. SUBCONTRACTING 26.1 The CONTRACTOR may utilize the services of specialq• SUBCONTRACTORS un those parts of the WORK which, under normal contracting practices, are performed by specialty SUBCONTRACTORS. 26? The CONTRACTOR shall not award \VORK to SUBCONTRACTORIsI. in excess of fifti~ (50'..I percent of the CONTRACT PRICE. without prior written ap- proval of the OWNER. _'6.3 The CONTRACTOR shall be fully responsible to the OWNER fur the aces and omissicns of his SUB- CONTRACCORS. and of persons either directly or in- directly employed by them. as he is fur the aces :md omissions of persons directlc employed by him. 26.; The CONTRACTOR shall cause appropriate pro- visions to be inserted in all subcontracts relative to the WORK to bind SUBCONTRACTURS to the COXTRr\C- TOR b_v the terms of the CONTRACT DOCU\IEXTS insular as applicable to the \CORK of SUDCUX'1'RAC- TORS and to Rive the CONTRACTOR the same poser as regards trrminatinR anc subcontract that the O1\'N- ER may exercise over the CO\TR:\CTUR under anc provision of the CO\TR:\CT UUCL'~IfiXTS. 36.3 Nothing comained in this C.OX"TRACT shall cru- ate anc e:untnuual relation heheeen anc Sl1lfCUX- TRAC.TUR ,md the U\YNER. ?%. ENGfNEER'SAUTHORITY 3%.1 The F:v I;IXEER shall act as the OIYN ER~S n:pre- zcnlahyc dunng the Cu nSt ntCGun period. Ile shall Je- cide quesunns schtch mac arise as ut qualitc and :n'- ccptahilil~ of maten:ds furntsheJ :md 1\UHK pcr- furmcd. Ib: shall mterpret the intent of the CUXTRACT DUCIJ~IENTS in a fa~f and UnI1laSell manner. The OOCUment No. I1 Genva~ Crmmons: oa9a a of 9 02 27s ENGINEER will make visits to the site and determine if the WORK is proceeding in accordance with the CON• TRACT DOCUMENTS. 27.2 The CONTRACTOR will be held strictly to the in- tent of the CONTRACT DOCUMENTS in regard to the quality of materials. workmanship and ezecution of the WORK. Inspections may be made at the factory' or fab- rication plant of the source of material supply. Z%.3 The ENGINEER will not be responsible for the construction means. controls. techniques. sequences. procedures, or construction safety. n.4 The ENGINEER shall promptly make decisions relative to interpretation of the CONTRACT DOCU- M E~ ITS. 28. LAND AND RIGHTS-OF-WAY 28.7 Prior to issuance of NOTICE TO PROCEED, the OWNER shall obtain all land and rights-a[-way neces- sary for carrying out and [or the completion of the WORK to be performed pursuant to the CONTRACT DOCUMENTS. unless otherwise mutually agreed. 28.2 The OWNER shall provide to the CONTRACTOR information which delineates and describes the lands owned and rights•of•w•ay acquired. 28.3 The CONTRACTOR shall provide at his own ex- pense and without liability to the OWNER any addi- tional land and access thereto that the CONTRACTOR may desire for temporary construction facilities. or tar storage of materials. 29. GUARANTY 29.1 The CONTRACTOR shall guarantee all materials and equipment furnished and WORK performed (or a period of one (11 )'ear from the date of SUBSTANTIAL COMPLETION. The CONTRACTOR warrants and guar- antees for a period of one (11 )'ear from the date of SUBSTANTIAL COMPLETION of the system that the completed system is tree from all defects due to faulty materials or workmanship and the COfvTRAG- TOR shall promptl.• make such corrections as may be necessary• by reason of such defects including the re- pairs of any damage to other parts of the system re- sultingfrom such defects. The OWNER will give notice of observed defects with reasonable promptness. In the event that the CONTRACTOR should fail to make such repairs. adjustments. or other WORK that may 6e made necessary by such defects. the OWNER may do so and charge the CONTRACTOR the cost thereby incurred. The Performance BOND shall remain in full force and effect through the guarantee period. 30. ARBITRATION 3o.i All claims. disputes and other matters in question arising out of. or relating to. the CONTRACT D000- MENTS or the breach thereof, ezcept for claims which have been waived by the making and acceptance of final payment as provided by Section 20. shall be de- cided by arbitration in accordance with the Construc- tion Industry Arbitration Rules of the American Arbi- tration Association. This agreement to arbitrate shall be specifically enforceable under the prevailing arbitra- tion law. The award rendered by the arbitrators shall 6e final. and judgment may be entered upon it in am• court having jurisdiction thereof. 30.2 Notice of the demand for arbitration shall be filed in writing with the other party to the CONTRACT DOCUMENTS and with the American Arbitration Asso- ciation. and a copy shall be filed with the ENGINEER. Demand for arbitration shall in no event be made on any claim. dispute or other matter in question which would be barred by the applicable statute o[ limita- tions. 30.3 The CONTRACTOR will carry on the WORK and maintain the progress schedule during any arbitration proceedings. unless otherwise mutually agreed in writing. 31. TAXE$ 31.7 The CONTRACTOR will pay all sales, consumer. use and other similar taxes required by the law of the place where the WORK is performed. Qppyminl NO. 11 nwrat ~y.en.om Pape 9 M Part 3 -General Instructions to Bidders 02 ?70 SPECIAL PROVISIONS SECTION I SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for the Public Works Construction, 2000 Edition, the General Conditions, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: Agency - The City of San Bernardino. Board - The Mayor and Common Council for the City of San Bernardino. Engineer - The City Engineer, Division of Public Works, Department of Development Services for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and worked involved in the contract. Notice Advertising for Bids Notice Inviting Bids. Standard Specifications Standard Specifications for Public Works Construction, 2000 Edition. 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. In case of conflict between the Standard Specifications, and these Special Provisions, the Special Provisions will take precedence over and be used in lieu of such conflicting portions. SP-1 02 z~~ 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 a guarantee that the bidder will enter into the contract, if awarded to him. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, 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 im- practical to fix said amount of damage. Therefore, the City and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the City as a forfeiture. Bid bonds shall be underwritten by a surety company having a rating Best's most recent Insurance Guide of "A" or better. 2-1.02MINORITY 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 Bemardino, 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 15.00 % MBE and 5.00 % 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-2 02 ^,~ ~~ POLICY MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all City contracts. Bidders shall assist the City in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the City to inform all bidders of the requirements for the project for which the contract will be awarded. The City may waive this requirement if the bidder certifies it is informed as to those project requirements. (2) The bidder identified and selected specific items of the project for which the contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total contract requirements into small portions or quantities to permit maximum participation of MBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the City. (4) The bidder provided written notice of its interest in bidding on the contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less than ten calendar days prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. The Mayor's Affirmative Action Office shall be available to help identify interested MBEs, WBEs and other business enterprises. SP-3 02 276 (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the project. (6) The bidder provided interested enterprises with information about the Plans, Specifications and requirements for the selected sub-contracting work. (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 propose 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-4 02 27s SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- Award of the contract will normally be made by the Mayor and the Common Council at the first or second regular meeting following the opening of the bids. 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. The award of the contract, if be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed and who has met the goal for MBE/WBE participation or has demonstrated, to the satisfaction of the City of San Bernardino, adequate good faith efforts to do so. Meeting the goal for WBE/MBE participation or demonstrating to the satisfaction of the City, adequate good faith efforts to do so is a condition for being eligible for award of the contract. 3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the contract is executed by the City in accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications. SP-5 02 276 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATION DAMAGES 4-1.01 -- Attention is duetted to the provisions in Section 6-1, "Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion", and in Section 6-9, "Liquidated Damages", of Standard Specifications and these Special Provisions. The Contractor shall diligently prosecute the work to completion before the expiration of 60 WORKING DAYS from the date of the "NOTICE TO PROCEED". The Contractor shall pay to the City of San Bernardino the sum of 500.00 per day, for each calendar days delay in finishing the work in excess of the number of working days prescribed above. 4-1.02 PERMITS AND LICENSES -- (a) Prior to start of work in Third Street, Contractor shall obtain a permit from the City of Highland. It shall be the responsibility of the Contractor to comply with all the requirements of Highland's permit, including providing insurance and payment of fees. (b) Prior to issuance of a "Notice to Proceed", Contractor shall obtain a City Business License from the City Clerk's Office, San Bemardino City Hall, 300 North "D" Street, 2"d Floor, San Bernardino, CA. 4-1.03 CONSTRUCTION SCHEDULE -- The Contractor will establish the construction schedule and present the schedule at the Pre-Construction Meeting. SP-6 ~~~ ~~~ SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 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 as prescribed therein, prior to execution of the contract. The Insurance Policy shall name the City of San Bernardino as additionally insured. The endorsement shall be provided by/or agent of the insurance company and shall be notarized to that affect. ACCORD Forms are not acceptable nor are forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) 5-1.02 WORKER'S COMPENSATION INSURANCE -- The Contractor's atten- tion is directed to Section 7-4, "Workers Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed certification Certificate of Worker's Compensation Insurance before execution of the contract. 5-1.03 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates. 5-1.04 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776 (Stats.1978, Ch. 1249). 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. (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: SP-7 02 276 (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 re- quest. (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. 5-1.05 ATTORNEY'S FEES AND ARBITRATION -- The prevailing parry 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. 5-1.06 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 Bids". 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. 5-1.07 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 interlineation, alterations, or erasures. No oral, telegraphic, or telephonic bid, proposal, modification, or withdrawal will be considered. SP-8 VNW~ iUE - Zj '~ 11 22 95 '- THIS CERTIFICATE L7 Issum AS w MATTER of O , RMATION ONLY AND CONFERS NO RIGHTS UPON TME~ w M'TERCIAL ASSOCIATES INS, INC HOLDER. THIS CERTIFlCATE DOES NOT AMEND, ~ OA ALTER THE COVERAGE AFFORDED EY THE POLICIE ! 6 EAST LA PALMA AVE S EELOW. COMPAMES AFFORDING COVERAGE EIM, CA 92807 coM.ANY O ._) 524-4949 FAX: 524-4940 A CNA-TRANSCONTINENTAL 2 ~ 0 - COM-ANY IPS SERVICES, ZNC. EI CNA-VALLEY FORGE P.O. BOX 10458 corrANr SAN BERNARDINO, CA. 92423-0458 c CHUBB GROUP - FEDERAL INSURANCE coM-ANY I D ~. ~ ,.. 15 IS TO CERTIFY THAT THE POLICIES OF WSURANCE LISTED BELOW HAVE BEEN ISSUED TO E RED NAMED ABOVE FOR THE POLICY PEAIOD :ATED. NOTWITHSTANOWG ANY REQUIREMENT,. TERM OR CONOTTION OF ANY CONTAA R 0 O UMEN7 WITH RESPECT TO WHICH THIS ' IFICATE MAY BE ISSUED OR MAY PERTAW. THE WSURANCE AFFORDED BY THE PO E EREIN IS SUBJECT TO ALL THE TEAMS , _ -.USIONS ANO CONDRIONS OF SUCH POLICIES. LIMRS SHOWN MAY HAVE BEEN gEDUC n-e or wsvtEANtE rover rursu a oEr on " urns ' A""'A'E'EY Ge~aut.AGGIlEOATE •2 000 000 corMEIEnALOeNeuLwBNm ~ naoucrs•car-q-Aaa -1 000 000 ~-~Do~ 1 aADVD•ANR . 000 oao owNEA'sacoNTAACroNxt'wr 10228,75769 / / /01/96 EACNOCCUNAwcE •1 000 000 c]AE oAwcE IA,ry e,u Ira • S 0 0 00 MED E%I IAnY e... o..em • $ 0 00 '. ]MO•RE WEMY ANY wIJTO COM•WED SINOEE UMR •1 OOO OOO ALL OWMEO AVTCS .SCHEDULED AUTOS EODILT IMJVNY 1Ir prWN S HIAEDAUros 1036929037 0/01/95 10/01/96 MDKOWMEp AUTOS eoaL.uuuNY 1-R rvar]U E -AO-EIITY DAMAGE • '-tiftAGELWM7 AUTO ONLY.4 ACdDENT L ! ANY AUTO OTNEtI THAN AUTO ONLY: FACN ACdOFHT • AGGAfGATE i f [LESS LLERITI' ~ EACH OCCUMfNCE •3 OOO OOO vMUEUACOtw 797 1187 5 10/01/96 AccNEaArE •3 000 000 . OTHEA T]IAN VMINIF1yA wAM S . I . R . • 10 0 00 011[ERS COM-OIEATN)N AND AKOTFIIS' LIYAliY FTAMONY LA•RS F A?2 `y`.: FACN ACCIDENT • 'ILOIMtlfTOIV 'NENS/E]tECVTIVF WCL O,SFASE•-000T VMR • -,cus AAE: E]tCl DLSEASE-EACH EM-IOYfE • THEM CONSTRUCTION O IRCULAR DRIVEWAY ~ IRRIGATION SYSTEM FOR BUILDING 520 r1ER NORTON AIR FO BASE-SPEC. #9321. THE CITY OF SAN BERNARDINO NAMED 'TTIONAL INSURED RE. GENERAL LTAS_ - cTarrr nmmnrvrn SHOULD AN7 OF iNE AEOVE DESCNI•FD roUClE3 EE CAMCFUEO LEJEFDIIE iN! THE CITY OF SAN BERNARDINO Ex-IMraN DATE THRIEO-, THE Lssuwe eorrANT WILL ~dF~YP4 /o rAtL 3 0 0 NORTH "D" STREET * 3 O GAYS WNTTEN NOTICE TO THE CEI]TIFICATE NOLDU MAMED TO THE LEfT, SAN B ERNARD INO , CA 9 2 418 - 0 0 O 1 / %eG/ ,F/ryG/1~ /d rl,~,yl f.~l~ i~6r~dE/~ti,C,L{~/d ~M~~~'Ja~+/a~'~~'~'~d' AuTNONaED SP-9 • mauw~nm • wu~ ram: . va~r~ae~~warw THIS ENDORSEMENT CHANGES THE POLICY. PLEASE HEAD RCAAERALY ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) Th1s endorsement modifies insurance provided under the foiloa+in~ 0~2 276 COMMERCIAL GENERAL LIABILITY COVERAGE PART -OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANI7AT1ON: CITY OF SAN BERNARDINO YQBLIC NORRS/ENGINEERING ~ t 300 NORTH "D" STREET SAN BERNARDINO. CA 92418-b001 ,/ C./ (If no entry appears above, lafonaation required to complete this endorsement wiII be shown In the Declarations e, applicable to this eadoraemmt) WFIO IS AN DVSURED (Section In 19 amended to include es an hrsured the pperson or orgaafration shown is the Schedule. but only with respect to BabIIity arising out of'~our worY`for that insured by or for you. ^ K R~'w R ~1~.~9~. . ~ yy ~sd CG 20 10 11 85 ~ ( y~ P'~ ~~ ~~~ ~ yt~ ~~ ~ _ Authorized Representative for CYA Insurznce Group Golden Eagle Insurance Coopany SP-10 02 z7~ SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices", "increased or decreased quantities", of the Standard Specifications vanes by more than 25 percent, compensation payable to the Contractor will be determined in accordance with said Section 3-2.2.1 and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less that $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 Bernazdino 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. SP-11 02 276 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. 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ~NPDE~I REQUIREMENTS -- The Contractor shall comply with all the NPDES requirements pursuant to the State Water Resources Board and to the Caltrans Storm Water Quality handbooks to prevent pollutant sources affecting the quality of storm discharge from the construction site, both during construction and after construction completion. This information is available for review at the City Engineer's office, Third Floor, San Bernardino City Hall, 300 North "D" Street, San Bernardino, CA 92418. 6-1.04 PERMITS AND LICENSE -- The Contractor shall obtain a City Business Registration prior to the execution of the contract. The Contractor shall obtain a permit from the City of Highland for work in Third Street. 6-1.05 EXTRA WORK -- 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 in 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 subjection, compensation for bonding shall be at the rate specified by the bonding company. B. Work bX 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 % on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5% on work added in excess of $5,000.00 of the subcontracted portion of the extra work maybe added by the Contractor. SP-12 02 27~ 6-1.06 HOLIDAYS WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. 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. 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. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. The Contractor will coordinate inspections with the Public Works Inspector 24 hours prior to any work being done during evenings or Saturdays. Designated legal Holidays are: January 151, the third Monday in January, the third Monday in February, the last Monday in May, July 4`h, the first Monday in September, November 11`h, Thanksgiving Day and the Friday following, December 25`h and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9- 3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. Request for partial payment (monthly progress payment) shall be submitted by the Contractor on the 25"' day of the month. Items which cannot be resolved by the 15` of the following month shall be carried over to the later partial payment request. Payment by the Agency will be made within 30 days thereafter. No partial payment will be made for any materials which are furnished but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Construction Engineer (City) prior to the release of final payment and/or bonds. SP-13 fl2 276 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work. 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. 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 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH -- Open trench, as referred to herein, is defined as all excavations made for the permanent installations required on the project which have not been completely backfilled (including attaining relative densities) as required elsewhere in these Specifications and in which either temporary or permanent paving has not been placed. The Contractor shall schedule his operations so that the time and length requirements specified below for open trench shall not be exceeded. 1. Time Requirements for Open Trench At any location, the trench excavation, pipe installation, appurtenant structure construction, pipe bedding and backfill and the specified permanent surfacing shall be satisfactorily completed within five (5) calendar days after removal of the existing pavement or surfacing. 2. Length Requirements for Open Trench Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe is used shall be 200 feet, in accordance with Section 306-1, "Open Trench Operations", of the Standard Specifications. 6-1.11 PAYMENT -- Full compensation for conforming to the requirements of Section 6 shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor. SP-14 02 27~ 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. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the pro- ject limits may be removed, relocated, abandoned, or installed by companies' agencies' contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below aze the utilities that may be affected, with the designated contact person: 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6759 Attn: Frank Jasso 2. SOUTHERN CALIFORNIA GAS P.O. Box 3003 Redlands, CA 92373-0306 Phone: (909) 335-7808 Atm: Arnold Dixon 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT 300 North "D" Street San Bernardino, CA 92841 Phone: (909) 384-7224 Attn: Ellis Williams 4. GTE/VERIZON Verizon Communications 1980 Orange Tree Lane, Suite 100 SP-15 ~2 276 Redlands, CA 92374-7880 Phone: (909) 748-6644 Attn: Charles Austin 5. AT&T OSP Manager 15152 Transistor Lane Huntington Beach, CA 92649 Phone: (909) 887-6280 Atm: Allen Cole 6. PACIFIC BELL TELEPHONE 1265 N. Van Buren Street Anaheim, CA 92807-1687 Phone: (714) 666-5401 Attn: Norma Guillot 7. U.S. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 8. MCI TELECOMMUNICATIONS 2121 So. Towne Center Pl., #200 Anaheim, CA 92806-6122 Phone: Attn: Conrad Frost 9. MCI NATIONAL SUPPORT/INVESTIGATIONS Dept. 2855 Loc 642 2250 Lakeside Boulevard Richardson, TX 75082 Phone: (972) 656-1030 10. ADELPHIA 1205 South Dupont Street Ontario, CA 91760-1536 Attn: Jonathan Clark Phone: (909) 975-3349 Attn: Jack Hayes SP-16 02 276 11. TCI 1722 Orange Tree Lane Redlands, CA 92373 Phone: (909) 798-3588 Attn: Tim Marshall 12. INLAND VALLEY DEVELOPMENT AGENCY 294 South Leland Norton Way San Bernardino, CA 92408 Phone: (909) 885-4832 Attn: Alex Estrada 13. TIME WARNER TELECOM 430 N. Vineyard Ave., Suite #150 Ontario, CA 91764 Phone: (909) 456-3661 Attn: Marcie Hart 14. KINDER MORGAN (RE: PETROLEUM PIPELINE IN THIRD STREET) COLTON TERMINAL 2359 S. Riverside Avenue Bloomington, CA 92316 Phone: (909) 877-2141 Attn: Ron Hernandez or Fax: (909) 877-5549 Don Quinn, Engineer (714) 560-4940 7-1.02 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 items of work involved and no additional compensation will be allowed therefor. SP-17 Part 4 -Technical Specifications 02 276 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of clearing and grubbing, unclassified excavation, unclassified fill, placing aggregate base material, asphalt concrete, construct sidewalk, handicap ramps, curb and gutter, commercial driveway approach, installing street lights, pavement marking, construction of water facilities, 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. 8-1.02 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard Specifications. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water the site in a prompt manner will result in the City making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. 8-1.03 WATER FACILITIES -- Attention is duected to the City of San Bernardino Municipal Water Department's Standard Specifications for the "Furnishing of Materials and the Construction of Water Facilities", dated July 1, 1992. The Water Department's Standard Specifications are included in these Special Provisions (refer to Section 61). sr-is 02 276 SECTION 9 9-1 TRAFFIC 9-1.01 GENERAL -- Attention is duected to Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, 2000 Edition and these Special Provisions. Warning signs, lights, and devices for use in performance of work upon highways shall conform to the "Manual of Traffic Controls", 1990 Edition, published by the State of California, and the "Work Area Traffic Control Handbook", 1990 Edition, adopted by the City of San Bernardino, California. The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to the public. Convenience access to abutting properties shall be maintained whenever possible and as directed by the Engineer. The full width of the traveled way shall be open for use by public traffic on Saturdays, Sundays, and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. The Contractor shall notify local authorities of his intent to begin work at least five (5) days before work is begun. 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. 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 five (5) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of access. Verbal notification shall be given to all places of business and residences at least 18 hours in advance of commencing work that will affect access to and from their properties. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. SP-19 .~~ 276 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. 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 Resident 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. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detouring the public during construction. Emergency vehicles shall be permitted access at all times to any street. 9-1.06 PAYMENT -- Full compensation for furnishing and installing signs, lights, flares, bamcades and other traffic control devices necessary to expedite passage of public traffic through the work area shall be considered as included in the lump sum price paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall not be adopted until approved in writing by the Engineer. sr-zo 02 276 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. 10-1.02 PAYMENT -- The contract lump sum price paid for "MOBILIZATION" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item and no additional compensation will be allowed therefor. SP-21 02 276 SECTION 11 11-1 CLEARING AND GRUBBING UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL 11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and unclassified fill shall comply with Section 300-1, "Clearing and Grubbing", Section 300- 2, "Unclassified Excavation", and Section 300-4, "Unclassified Fill", of the Standard Specifications and these Special Provisions. Clearing and grubbing shall include, but not be limited to the following items as shown on the Improvement Plans or as specified in the Special Provisions. The following items shall be classified as clearing and grubbing: 1. Removing Portland Cement Concrete curb, curb & gutter, sidewalk and pavement as shown in the Plans, including saw cutting, and as directed by the Engineer. 2. Removing asphalt concrete pavement as shown on the Plans, including saw cutting, and as directed by the Engineer. 3. Removing existing trees and shrubs as shown on the Plans. 4. Abandon in place existing 12" CMP drain pipe as shown on the plans and as duected by the engineer. All removed concrete and other materials shall become the property of the Contractor and shall be disposed of outside of the right-of-way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. The Contractor shall grade the roadway as required, provide all unclassified excavating and unclassified fill necessary for curbs, gutters, cross gutter and apron, sidewalk, driveways, and 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, it shall be made with clean earth which shall be solidly compacted to avoid future settlement. sr-zz 02 276 Subgrade for asphalt concrete shall be compacted to a relative density of not less than 95%, for a depth of not less than 0.50 feet. Outside the traveled way, in areas to receive concrete shall be compacted to a relative density of not less than 90%. 11-1.02 PAYMENT -- The lump sum price paid for "CLEARING and GRUBBING, Unclassified Excavation and Unclassified Fill", shall be considered as full compensation for doing all the work involved in clearing and grubbing, 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. Test which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-23 ~02 2~s SECTION 12 AND SECTION 13 BLANK SP-24 .02 ~-~~ SECTION 14 14-1 ASPHALT CONCRETE 14-1.01 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. Class and grade of asphalt concrete shall be B-AR-4000, except that a final lift, not more than 0.125' nor less than 0.08' thick, shall be placed using C2-AR-4000. Soil sterilant and tack coat shall be applied as directed by the Engineer. Prior to placing the pavement reinforcing fabric or asphalt overlay, all cracks larger than 1/4-inch shall be sealed. The 8-inch asphalt concrete dike shall conform to City Standard Drawing No. 103. 14-1.02 ADTi JSTING MANHOLE FRAMES AND COVERS. AND VALVE COVERS TO GRADE -- Adjusting manhole frames and covers, and valve covers to grade after completion of paving shall be in accordance with subsection 301-1.6, "Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications and these Special Provisions. 14-1.03 SOIL STERILIZATION -- Soil sterilant shall be "Poly-Bor-Chlorate", or "Borascu", with colored marker dye, manufactured by Pacific Coast Borax Company or approved product of other manufacturer provided they are of non-flammable type. After all fine grading, checking, shaping and compacting of the subgrade has been completed, all soil in the areas to receive bituminous concrete pavements shall be thoroughly treated with soil sterilant and thoroughly sprinkled to distribute the chemical through the first two or three inches of the subgrade. The Contractor shall provide all necessary protection to prevent injury to animal or plant life and property occasioned by the application of the soil sterilant. The Contractor will be held responsible for all personal injury or property damage caused by the application of soil sterilant or the storage of same. SP-25 p2 276 Soil sterilant shall be applied in accordance with the manufacturer's recommendations. The contract unit price paid per ton for asphalt concrete shall include full compensation for doing all the work involved in preparing the subgrade and placing soil sterilant material as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. 14-1.04 PAYMENT -- The contract unit price paid per ton for "ASPHALT CONCRETE PAVEMENT", shall include full compensation for doing all the work at the roadway and/or parking lot, involved in placing material, overlaying, feathering (2' minimum width), complete in place, including the application of soil sterilant, tack coat, and/or prime coat, crack sealant, adjusting existing manhole frame and covers, and water valves to grade, as designated on the Plans, and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. The concrete unit bid price paid per linear foot for "ASPHALT CONCRETE DIKE", shall include full compensation for doing all the work involved in constructing the asphalt concrete dike, complete in place as shown on the Plans, and as directed by the Engineer, and no additional or separate compensation will be allowed therefor. The contract unit bid price paid per ton for "ASPHALT CONCRETE DRIVEWAY", shall include full compensation for doing all the work involved in constructing the asphalt concrete driveway, complete in place as shown on the Plans, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-26 '~2 27~ SECTION 15 15-1 AGGREGATE BASE 15-1.01 GENERAL -- Aggregate base shall comply with requirements of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the Standard Specifications and these Special Provisions for crushed aggregate base. Crushed rock for aggregate base shall be 3/4 inch. 15-1.02 PAYMENT -- The contract unit price paid per ton for "AGGREGATE BASE MATERIAL" shall include full compensation for doing all the work involved in preparing the subgrade and placing material as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-27 oz 27s SECTION 16 16-1 PORTLAND CEMENT CONCRETE 16-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and Driveways", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Portland Cement Concrete shall be Class 520-C-2500, with a maximum slump of four (4) inches, unless otherwise noted. 16-1.02 CURB. TYPE "A" -- Curb, Type "A", shall be constructed in accordance with the City's Standard Drawing No. 200, modified to six (6) inch curb face, and as directed by the Engineer. 16-1.03 CiTRB AND GUTTER. TYPE "B" -- Curb and gutter, Type "B", shall be constructed in accordance with the City's Standard Drawing No. 200, and as directed by the Engineer. 16-1.04 C'iJRB AND GUTTER. TYPE "C" -- Curb and gutter, Type "C", shall be constructed in accordance with the City's Standard Drawing No. 200, and as directed by the Engineer. 16-1.05 SIDEWALK -- Sidewalk, Case "A", and Meandering Sidewalk, Case "B", shall be constructed in accordance with the City's Standard Drawing No. 202, and as directed by the Engineer. 16-1.06 CURB RAMP -- Handicap ramp shall be constructed in accordance with the City's Standard Drawing No. 205, and as directed by the Engineer. Included in the ramp construction, the existing street light pull box shall be protected and adjusted to be flush with the finish grade 16-1.07 COMMERCIAL DRIVEWAY APPROACH -- Commercial driveway approach shall be constructed in accordance with the City's Standard Drawing No. 204, and as directed by the Engineer. SP-28 02 27s 16-1.08 72" CROSS GUTTER AND SPANDREL -- 72" cross gutter and spandrel shall be constructed in accordance with the City's Standard Drawing No. 201, and as directed by the Engineer. The above-referenced City Standard Drawings are made apart of these specifications. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. 16-1.1 l PAYMENT -- The contract unit price paid per linear foot for "PCC CURB" and "PCC CURB and GUTTER", shall include full compensation for doing all the work involved in constructing the curb and curb & gutter as shown on the Plans, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract unit price paid per square foot for "PCC SIDEWALK", "PCC MEANDERING SIDEWALK", "PCC COMMERCIAL DRIVEWAY APPROACH", and "PCC CROSS GUTTER and SPANDREL", shall include full compensation for doing all the work involved in preparing subgrade, form work, placing material, including saw cutting, and furnishing materials as designated on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract unit price paid per each for "CURB RAMP", shall include full compensation for doing all the work involved in constructing handicap ramp, adjusting street light pull box, as shown on the Plans, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract unit price paid per linear foot for "6" CONCRETE MOW CURB", shall include full compensation for performing all work involved in preparing subgrade, form work, placing material, and furnishing materials as shown on the plans and details, as directed by the Engineer and no additional compensation will be allowed therefor. SP-29 02 276 SECTION 17 THROUGH SECTION 19 BLANK SP-30 02 276 SECTION 20 20-1 TRAFFIC STRIPES AND PAVEMENT MARKINGS 20-1.01 GENERAL -- Traffic striping and pavement markings shall comply with the requirements of Section 210, "Paint and Protective Coatings", and Section 310- 5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings", of the Standard Specifications and these Special Provisions. Paint shall conform to the requirements of Section 210-1, "Paint", 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. Two coats of paint shall be required for all traffic striping, and curb markings. Paint for crosswalks and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint", of the Standard Specifications. Traffic paint shall be white, except for handicap striping and markings, which shall be blue. All traffic lines shall be machine painted to the length and pattern indicated on the drawings. All lines shall be straight and true. Paint shall be applied unthinned at a sufficient rate to provide a resultant finish coat of paint 15 mils in thickness. The surface to be painted shall be cleaned of all foreign and loose materials. All adjoining surfaces shall be carefully protected throughout the painting operation against spray or splash stains, marks or other damage. Should such defacement occur as a result of this work, it shall be corrected in a satisfactory manner and without added cost to the City. 20-1.02 PAYMENT -- The lump sum price paid for "TRAFFIC STRIPES and PAVEMENT MARHINGS", shall include full compensation for furnishing all labor, materials, and for doing all work involved in the installation of the pavement striping and markings, as shown on the Plans and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-31 02 276 SECTION 21 21-1 STREET LIGHTING 21-1.01 GENERAL -- The work to be done consists, in general, of constructing Portland Cement Concrete foundations for street light poles; installing street lighting system; installing conduit, pull boxes, and conductors to existing street lighting system, and such other items or details not mentioned above that are required by the Plans and including any incidental work not shown or specified which can reasonably be inferred as part of the work and necessary to provide a complete and functional street lighting system. The construction of the street lighting system shall comply with the requirements of Section 209, "Electrical Components", and Section 307, "Street Lighting and Traffic Signals", of the Standard Specifications and these Special Provisions. The installation shall include street lighting standards, luminaires, electrical service and all underground distribution lines; and shall include the trenching, backfill, and compaction thereof. 21-1.02 MATERIALS -- All materials shall be as listed below or approved equal. 1. Lighting Standards -- Lighting standards shall be octagonal, symmetrically tapered, precast, prestressed, concrete poles unless otherwise specified by the City Engineer. The color shall be natural gray with black and white aggregate. The poles shall have an approved anti-graffiti surface. 2. Luminaires -- Luminaires shall be 150-watt high pressure sodium type, G.E. M-250 A2 Power/Door Luminaire cutoff optics with integral ballast, and P.E. receptacle, wired for 240 volt operation, as shown on the Plans, or approved equal. 3. Pull Boxes -- Pull boxes shall be #3-1/2 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk. Concrete pull box covers shall be inscribed "STREET LIGHTING HIGH VOLTAGE". 4. ervice -- New service and Pedestal shall be installed at a location along Del Rosa Drive as directed by the Engineer and in accordance with Standard Drawing SL-2. Contractor shall arrange with the service utility to complete service connection. Such request shall be submitted not less than 15 days before service connections are required. SP-32 02 ~~~ All fees charged by the Southern Edison Company will be paid by the City. 5. on uit -- Conduit shall conform to Section 307-2.5, "Conduit", of the Standard Specifications. The Contractor may use either rigid galvanized steel conduit or rigid polyvinyl chloride (Schedule 40) for underground use, and rigid polyvinyl chloride (Schedule 80) for use above ground. Conduits passing under roadways shall be installed by jacking or drilling methods utilizing only galvanized rigid steel conduit. Conduit shall be 2- inch diameter, minimum. Conduits shall be placed at the following depths below grade: a) 18-inches, within parkways and medians, back of curbs, and under concrete sidewalks. b) 24-inches when crossing roadways. 6. Conductors -- Conductors shall be UL listed and rated for 600-volt operation. The insulation for No. 14 and larger conductors shall be one of the following: (a) Type TW polyvinyl chloride conforming to the requirements of ASTM Designation: D2219. (b) Type THW or THWN polyvinyl chloride. (c) Type USE, Type RHH or Type RHW cross-linked polyethylene. At any point, the minimum thickness of any of the above insulation shall be 40 mils for conductor sizes No. 14 to No. 10, inclusive, and 54 mils for No. 8 to No. 2, inclusive. 7. Pole Foundations -- Foundation for poles shall be constructed to Class 560-C-3250 concrete, with a maximum slump of four (4) inches. Anchor bolts shall be installed to match the bolt hole patterns for the poles. SP-33 02 276 21-1.03 OPERATING TEST -- An operating test consisting of three (3) days of trouble-free operation shall be satisfactorily completed prior to acceptance by the Engineer. 21-1.04 PAYMENT -- The contract unit price paid per each for "Install STREET LIGHT and SYSTEM", as shown on the Plans, shall include full compensation for doing all the work necessary to install street lighting system, including all appurtenant facilities, complete in place as shown on the Plan, as directed by the Engineer, and no additional compensation will be allowed therefor. SP-34 '02 27s SECTION 22 BLANK SP-35 02 2?~~ SECTION 23 23-1 ROADSIDE SIGNS AND POSTS 23-1.01 GENERAL -- Roadside signs and posts shall be installed at the locations shown on the Plan, or where directed the Engineer, and shall conform to the Standard Specifications and these Provisions. Roadside signs on single post, shall be constructed and installed in accordance with the City's Standard Drawing No. 504, Caltrans sign specifications, and as directed by the Engineer. All roadside signs shall be made with high intensity reflective sheeting as follows: R1 - Standard 36"X36" R17 - 30"X30" R26 - 12"X18" W17 - 36"X36" Roadside signs on double posts, shall be installed in accordance with the State of California, Department of Transportation, Standard Plan RS1 and/or RS2, RS3, RS4 "Road Signs", typical installation, "Detail No. 1 and/or No. 2, No. 3, No. 4", and/or as directed by the Engineer. Existing street signs shall be relocated behind proposed curb and placed in accordance with City's Standard Drawing No. 504, in locations as shown on the plans, and as directed by the Engineer. 23-1.02 PAYMENT -- The contract unit price paid per each for "Install ROADSIDE SIGN on Single Post" and for "Relocate STREET SIGN", shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in installing new roadside signs on single post, and for removing and resetting existing street signs, all complete in place 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-36 02 276 SECTION 24 24-1 TRAFFIC SIGNALS 24-1.01 TRAFFIC SIGNALS -- Traffic signals and highway lighting shall conform to the provisions in Section 86, "Signals and Lighting", of the Specifications entitled, "State of California, Department of Transportation, Standard specifications", dated July, 1992, and the California Standard Plans, dated July 2, 1992, and these Special Provisions. Traffic signal work is to be performed at the following location: DEL ROSA DRIVE and 3~d STREET The following Special Provisions are supplementary and, in addition to the provisions of the State Standard Specifications, are only called out if elaborations, amendments, specifying of options, or additions are required. 86-1 GENERAL 86-1.03 E~cuinment List and Drawings. Materials lists, manufacturer's data, brochures, technical data, etc., shall be labeled and identified and shall be submitted in bound booklet form. The Contractor shall furnish a maintenance manual and operation manual for all controller units, auxiliary equipment, and vehicle detector sensor units. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the Engineer, previous to purchase. The maintenance manual shall include, but not be limited to the following items: A. Specifications B. Design characteristics C. General Operation Theory D. Function of all Controls E. Trouble-Shooting Procedure (diagnostic routine) F. Block Circuit Diagram G. Geographical Layout of Components H. Schematic Layout of Components I. List of Replacement Component Parts with Stock Numbers SP-37 02 276 The operational manual shall give complete instructions for implementation of all operator programmable functions. The controller cabinet schematic and intersection sketch for each intersection shall be combined into one drawing located in a plastic pouch on the inside of the front door of the cabinet so that when the cabinet door is fully open the drawing is oriented with the intersection. Two copies of the drawing shall be provided at the time of the turn on. 86-1.04 Warranties. Guarantees and Instruction Sheets. The signal and lighting systems shall be guaranteed for a period of one year. 86-1.05 Maintaining Existing and Temporary Electrical Systems. All work and materials required to keep the existing traffic signal and highway safety lighting systems operational shall be considered as included in the contract prices bid and no additional compensation will be allowed therefore. Such work and materials may include, but shall not be limited to, overhead and underground temporary wiring. Where the Contractor-installed facilities are damaged prior to final acceptance by the Engineer, the Contractor shall report or replace such facilities at his own expense. Traffic signal system shutdowns shall be limited to periods between the hours of 8:30 a.m. and 3:30 p.m. 86-1.06 Scheduling of Work. No materials or equipment shall be stored at the job sites until receipt of the notice to proceed issued by the Engineer. The job sites shall be maintained in neat and orderly condition at all times. MATERIALS AND INSTALLATION All equipment and materials required to complete the work shall be supplied by the Contractor. 86-2.01 Excavating and Backfilling. Excavations for new foundations shall be hand dug until clear of substructures. 86-2.03 Foundations. Fly ash substitutes and/or admixtures shall not be permitted. 86-2.04 Standards. Steel Pedestals and Posts. Standards, steel pedestals, and posts shall conform to Caltrans Standard Plans and Specifications. In addition to identifying each pole shaft as detailed on State Standard Plan ES-7M, the Contractor shall also identify each mast arm for both signals and luminaires. SP-38 "02 276 The stamped metal identification tag shall be located on the mast arm near the connection plate and shall contain the same information required on the pole shaft. 86-2.05 nduit. Conduit under street crossings, concrete sidewalks and driveways shall be installed by non-trenching (bore) method and shall be rigid steel type unless otherwise indicated on the plans. Conduit under street crossings shall be located a minimum of 36 inches below grade. Conduit to be installed by trenching in pavement method shall be rigid non-metallic type (Schedule 80 PVC) conforming to NEMA standards. Conduit in trenches under pavement shall be located with a minimum cover of 18 inches below grade. Trenches in pavement areas shall be backfilled with two-sack cement slurry with the top 2 inches of the trench backfilled with asphalt concrete. After conductors have been installed, the ends of conduits terminating in pull boxes and in service and controller cabinets, shall be sealed with an approved type of sealing compound. Conduit runs within five feet or less of a tree trunk shall be installed by boring or coring only. 86-2.06 Pul] Boxes. Pull boxes shall be precast reinforced concrete type. No pull box shall be located in or within 1' of any wheelchair ramp. Pull box covers shall be marked "Traffic Signal". Marking shall be clearly defined and uniform in depth and may be placed parallel to either the long or short side of the cover. Covers shall be marked in accordance with Section 86-?.06B, "Cover Marking," of the State Standard Specifications. 86-2.08B Multiple Circuit Conductors. The insulation for multiple circuit conductors shall be Type THW. 86-2.08D Signal CableCable. The Contractor shall install signal cable in lieu of individual conductors. Three-conductor cable. The 3-conductor signal cable shall conform to State Standard Specifications. This cable shall be used for each pedestrian phase. Twelve-conductor cable. The 12-conductor signal cable shall conform to State Standard Specifications. This cable shall be used for each traffic signal pole. SP-39 02 276 No splicing will be allowed in any pull boxes for the signal cables. The cable shall feed directly from one conduit to the next without any extra cable coiled in pull box, except where pull box is next to the controller, a minimum of three feet of slack shall be provided. 86-2.08E Signal Interconnect Cable. Signal Interconnect Cable (SIC) shall consist of 12-pair No. 22 solid gauge annealed copper conductors as shown on the plans. Conductors shall be insulated with solid high-density polyethylene in distinctive colors to facilitate identification. The individual conductor dimensions shall be tightly controlled to limit resistance unbalance of the paired conductors. Pair twist shall be a minimum of 4 twists per foot. The pair twist lays and the relative placement of the pairs shall be designed to minimize crosstalk and meet capacitance unbalance limits for quality communications cable. The pairs shall be combined in one cylindrical core identified by color-coded non-hygroscopic binders. A complete covering of non-hygroscopic dielectric material shall protect the core to help provide core-to-shield dielectric strength. The shield shall be a corrugated copolymer-coated 8-mi] aluminum tape to be applied longitudinally over the core wrap. The copolymer coating shall bond the shield to the jacket to reduce the possibility of shield corrosion and lightning damage. The outer jacket shall be black, linear-low density polyethylene that provides tough, flexible protective covering that withstands exposure to sunlight, atmospheric temperatures, ground chemicals and stresses expected in standard installations. Sequential footage markings shall be printed on the jacket at two-foot intervals. Signal interconnect cable shall meet the requirements of ANSUICEA 5-85-625- 1989 and Rural Electrification Administration, REA PE-22. A minimum of 5' of slack shall be provided at each pull box and 10' at each splice and controller cabinet. 86-2.09D Splicing and 86-2.09E Splice Insulation. Splices shall be Type C insulated by Method B as shown on State Standard Plan ES-1 ,.A. Splices for loop conductors to lead-in cables shall be reinforced by securely wrapping a 6" piece of minimum AWG No. 4 wire to the outside of the completed splices. Signal interconnect cable shall be continuous from terminal block to terminal block. Splicing will not be allowed except inside the controller cabinet. 86-2.11 Service. Service enclosure is existing and shall be protected in place. SP-40 ~02 276 86-3 CONTROLLER ASSEMBLIES No new controllers are anticipated for this project. The contractor shall arrange to have a signal technician, qualified to work on the controller unit and employed by the controller unit manufacturer or his representative, present at the time the equipment is turned on. 86-4 TRAFFIC SIGNAL FACES AND FITTINGS 86-4.01 Vehicle Signal Faces. All vehicular indications shall have 12-inch lenses, full circle visors, and louvered backplates. All new traffic signals faces on this project, the circular and arrow RED, YELLOW, and GREEN sections shall utilize light emitting diode signal modules. Each light emitting diode (LED) signal module shall consist of an assembly that utilizes light emitting diodes as the light source in lieu of an incandescent lamp for use in traffic signal sections. Red, Yellow, and Green LED signals shall be Mode1433 Series Dialight, DuraLED or approved equal. All arrows shall be Mode1433 or 432 Series Dialight. (Visit www.dot.ca.gov\hgAescAapproved nroducts_list\APL.pdf for details). (Visit http://www.dot.ca. og v/hq/esc/ttsb/electrical/electrical_index.htm for details of the Caltrans LED specifications). The LED module shall be type 1 per Caltrans specifications. CONTRACTOR SHALL ASK PRE-APPROVAL FROM CITY PRIOR TO PURCHASE OF LED SIGNAL MODULES. Signal heads shall be aluminum alloy. Plastic housings, visors and backplates will not be permitted. 86-4.05 Pedestrian Signal Faces. Pedestrian signal faces shall be Type A. Pedestrian signals shall be any Caltrans approved type as listed in Caltrans latest Qualified Product list. (Visit www.dot.ca.gov\hq\escAapproved nroducts_list\APL pdf for details). SP-41 02 276 86-5 DETECTORS -- Detectors shall conform to the provisions in Section 86-5, "Detectors", of the Standard Specifications and these Special Provisions. Loop wire shall be Type 1. Loop detector lead-in shall be Type C. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant or hot- melt rubberized asphalt sealant. At the Contractor's option, where Type A loops are indicated on the Plans, asix- foot (6') diameter Type E circular loop may be installed in lieu of the shape shown on the Plans. The sides of the slot shall be vertical and the minimum radius of the slot entering and leaving the circular part of the loop shall be 38.1 mm. Slot width shall be a maximum of 19 mm. 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. 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 39-4.02, "Prime Coat and Paint Binder", of the Standard Specifications. 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-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. The Contractor shall test the detectors with amotor-driven 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. SP-42 .02 276 86-5.02 Pedestrian Push Buttons. Pedestrian push button assemblies shall comply with the June 20, 1994, "Architectural and Transportation Barriers Compliance Board, Interim Final Ruling," on the Americans with Disabilities Act Accessibility Guidelines and the following requirements: The push-button unit shall be Synchronex part No. lASY2021-ADA-2, or approved equal. Submittal for determination of equality to the ADA-2 are required prior to bid time. 2. The housing for the push-button shall be either machined aluminum, die-cast aluminum, or ultraviolet stabilized self-extinguishing structural plastic. All housings shall be coated with powdered paint, matching colors of Federal Standard No. 595b. and shall be shock and rain proof. The housing shall be "bull nosed" in shape to reduce vandalism. 3. The pedestrian push button switch shall be precision type, single pole, single throw, expansible to three poles, single throw operation, having pressure type terminals, rated at 120VAC, and capable of 1 x 10 operations. The switches shall be UL listed, CSA certified, and meet the requirements of NEMA ICS-1, ICS-2. The switch shall have the following characteristics: A. The switching unit shall have a stainless steel, aluminum, or structural plastic operator and shall be mounted within the housing with a stainless steel, non-corrosive, tamper proof, fastening device. It shall be of such a size to permit recessed mounting in most existing standard type pedestrian push buttons without any modifications to either unit. B. The actuator shall be conical in shape with the cone extending 7/16" to 1/2" above the bezel of the switch housing, and 2" in diameter. C. The switch shall have an operating force of 9 to 13 ounces and a minimum release force of 4 ounces. Pretravel shall be 1/64 inch maximum. Overtravel shall be 7/23 inch minimum. Differential travel shall be .0004 to .002 inch. Pedestrian push button signs shall conform to the details shown on the plans. The message and symbol shall conform to State Standard Plan ES-SC. 86-7 REMOVING REINSTALLING OR SALVA IN ELECTRI AL EQUIPMENT 86-7.01 Removing Electrical Equipment. Salvaged electrical materials shall be hauled to a location as shown on the plans or as directed by the Engineer. SP-43 ~02 276 The Contractor shall provide equipment, as necessary, to safely unload and stockpile the material. Full compensation for hauling and stockpiling electrical materials shall be considered as included in the contract price paid for the item requiring the material to be salvaged and no additional compensation will be allowed therefore. 86-8 PAYMENT 86-8.01 Pavment. The second paragraph of Section 86-8.01, "Payment," of the State Standard Specifications, is superseded by the following: Full compensation for all additional materials and labor, not shown on the plans or specified, which are necessary to complete the installation of the various systems, shall be considered as included in the prices paid for the systems, or units thereof, and no additional compensation will be allowed therefor. SP-44 '02 2~s SECTION 25 THROUGH SECTION 26 BLANK SP-45 02 ~~~ SECTION 27 27-1 CONCRETE STRUCTURES 27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-I, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. Reinforced steel shall be Grade 60 per ASTM A-615 designation. Class 2 surface finish will not be required on any portion of the concrete structures. The quantities shown on the bid sheet for concrete for the various structures shall be considered final quantities for payment for these items unless the dimensions of the work shown on the Plans are revised by the Engineer. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. 27-1.02 PARKWAY CULVERT NO. 1 -- Parkway culvert No. 1 shall be constructed in accordance with the City's Standard Drawing No. 400, and as directed by the Engineer. 27-1.03 FUEL PIPE PROTECTION -- Existing Jet Fuel pipeline shall be exposed and protected with concrete cap, class 560-C-3250, with a maximum slump of four (4) inches. Concrete cap shall be placed in accordance with Fuel Pipe Protection detail as shown on the Plans, and as directed by Kinder Morgan. The above-referenced City Standard Drawing is made a part of these specifications. 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-46 02 276 16-1.11 PAYMENT -- The contract unit price paid per each for "PCC PARKWAY CULVERT NO. 1", shall include full compensation for doing all the work involved in constructing the parkway culvert as shown on the plans, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract unit price paid per cubic yard for "Concrete Cap for FUEL PIPE PROTECTION", shall include full compensation for doing all the work involved in placing the concrete cap to protect the Jet Fuel pipeline in place, including exposing six (6) inch fuel pipe, backfill, compaction, plastic membrane and concrete cap as shown on the Plans, and as directed by Kinder Morgan, and no additional compensation will be allowed therefor. SP-47 02 276 SECTION 28 THROUGH SECTION 30 BLANK SP-48 .02 276 SECTION 31 31-1 CHAIN LINK FENCE 31-1.01 GENERAL -- Chain link fence and rail and truss panel shall comply with the requirements of Section 206-6 and Section 304-3, "Chain Link Fence", of the Standard Specifications, as shown on the Plans and these Special Provisions. The existing chain link fence and fence posts along Del Rosa Drive and Third Street shall be removed and salvaged to IVDA Storage as directed by the Engineer. 31-I.02 PAYMENT -- The contract lump sum price paid for "Remove and Salvage EXISTING CHAIN LINK FENCE to IVDA Storage", shall include full compensation for doing all the work involved in removing and salvaging the existing chain link fence fabric to IVDA Storage and disposing of the fence posts along Del Rosa Drive and Third Street as shown on the Plans, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-49 02 276 SECTION 32 THROUGH SECTION 49 BLANK SP-50 ~02 276 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL -- All existing improvements (except utilities and street pavements) including, but not limited to curbs, gutters, crossgutters, spandrels, driveways, sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 20 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. One end of said 10-foot section may be taken at a joint or scoring line and the other end shall be measured the minimum distance of 10 feet therefrom. If said 10 feet falls within 3 feet of a joint or scoring line, then the removal shall extend to said joint of scoring line. 2. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be sawcut. 3. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 4. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a sawcut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 5. If the stored signs and fences are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing. 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. SP-51 .02 276 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 items of work involved, and no additional compensation will be allowed therefor. SP-52 02 276 SECTION 51 THROUGH SECTION 60 BLANK SP-53 STANDARD SPECIFICATIONS FOR THE FURNISHING OF MATERIALS AND THE CONSTRUCTION OF WATER FACILITIES SAN BERNARDINO MUNICIPAL WATER DEPARTMENT 300 NORTH "D" STREET SAN BERNARDINO, CA 92401 P.O. BOX 710 SAN BERNARDINO, CA 92402 (909)384-5141 (JULY O1, 1992) SP-54 '02 276 SECTION 61 61-1 WATER MAIN SYSTEM AND FACILITIES 61-1.01 GENERAL -- The work includes, but is not necessarily limited to, the installation of water facilities, including any incidental work not shown or specified which can reasonably be inferred as part of the work and any necessary to provide a complete and functional system and facilities. The installation and construction of water facilities shall conform to the Standard Specifications, A.W.W.A. Standard Specifications, City of San Bernardino Municipal Water Department Standard Drawings and these Special Provisions. The decision of the Engineer shall be final on all questions relating to the acceptability of the material, machinery or plant equipment, classification of material or work, the proper execution, progress or sequence of the work, quantities and the interpretation of the specifications or drawings. 61-1.02 MATERIALS -- The Contractor shall furnish all materials necessary for the construction and installation of water main system and facilities. All the materials for the pipeline work shall be new, selected type of pipe and unused. All materials shall be suitable for 350 psi working pressure unless specified otherwise and/or approved by the Engineer. 61-1.02.1 DUCTILE IRON PIPE AND FITTINGS -- Ductile iron pipe and fittings shall be cement mortar line. Pipe joints shall be mechanical joint or push-on type as designated by the Engineer or as shown on the Plan. Ductile iron pipe and fittings shall comply with Section 207-9, "Iron Pipe and Fittings", of the Standard Specifications, A.W.W.A. Standard Specifications and these Special Provisions. The following applicable standard sections shall apply: STANDARD A.W.W.A. C151 A.W.W.A. C104 A.W.W.A. C110 A.W.W.A. C153 A.W.W.A. C111 ITEM Ductile Iron Pipe Cement Mortar Lining Fittings Compact Ductile Iron Fittings Rubber Gasket Joints All materials shall be suitable for 350 psi working pressure. 61-1.02.2 BUTTERFLY VALVES -- Butterfly valves will be acceptable for sizes twelve (12) inches and larger. Butterfly valves shall conform to all requirements of A.W.W.A. C504 for buried service. Valves shall be flanged and provided with O-ring shaft seals and manual operators with an operator nut to men counterclockwise. The dimensions of the operator nut shall be in accordance with Section 3.15, "Wrench Nuts and Handwheels" of A.W.W.A. C500. Valves shall be as manufactured by Mueller or approved equal. SP-55 02 276 61-1.02.3 RESILIENT-SEATED GATE VALVES -- Resilient-seated gate valves will be acceptable for sizes three (3) inch through twelve (12) inch nominal pipe size, acid shall conform to all requirements of A.W.W.A. C509-87 or latest revision thereof. Valves shall be non-rising stems oneni~ by turning counterclock-wise. Valves shall be provided with O-ring shaft seals and operating nuts and handwheels in accordance with the applicable sections of the above referenced standard. Valves shall be manufactured by Mueller or approved equal. 61-1.02.4 VALVE BOXES -- Valve boxes and caps shall be furnished and installed with all buried valves. Valve boxes shall be installed as shown in S.B.M.W.D. Standard Drawings. The valve boxes shall be of the two-piece, adjustable type with cast iron caps or as directed by the Engineer. The valve sleeve shall have walls not less than ten (20) gauge, and the nominal diameter shall not be less than eight (8) inches. The valve box shall be made of 8" schedule 40 pvc and shall rest on redwood blocking to avoid contact with the valve. Valve box caps shall have the word "WATER" cast into them and shall be painted blue. 61-1.02.5 BLUE DOTS -- Blue pavement reflectors shall be placed near each new fire hydrant installed on the project in accordance with S.B.M.W.D. Standard Drawings. Installation shall be in accordance with manufacturer's recommendations and shall be placed after final pavement is complete. Reflectors used shall be ray-lite reflectorized two way blue pavement marker or approved equal. 61-1.02.6 FIRE HYDRANTS -- Fire hydrants shall be installed at the approximate location shown on the Plans and in accordance with S.B.M.W.D. Standard Drawings. Fire hydrants shall be wet barrel with break-off spools and bolts and shall conform to A.W.W.A. C-503-88 with six (6) inch flanged inlet. Nozzle threads shall be American National Standard. Operating nut shall be one and one-half (1-1/2) inch National Standard pentagon. The main valve shall be equipped with O-ring seals and shall open when turned left or counterclockwise. Fire hydrants shall be painted as directed by the Engineer. Hydrants shall be Mueller A480E, Clow 850 or Long Beach 425 and shall be equipped with one (1) two and one-half (2-1/2) inch hose nozzle and one (1) four (4) inch pumper nozzle, unless otherwise specified by the Engineer. 61-1.02.7 BLOW OFF -- The six (6) inch blow off assembly shall be identical to fire hydrants in Sub-section 61-1.02.6, "Fire Hydrant", of these Special Provisions. The blow off assembly shall be placed as shown on the Plans or as directed by the Engineer. 61-1.02.8 COMBINATION AIR VACLTiJM AND RELEASE VALVE -- Combination air vacuum and release valves shall be in accordance with S.B.M.W.D. Standard Drawings. They shall be placed at high points in the system in the approximate location shown on the Plans. Air-vacs shall be designed to permit automatic escape of large quantities of air from the pipeline when the line is being filled, and permit air to enter the SP-56 02 276 pipeline when the line is being emptied. They shall also allow accumulating air to escape while the line is in operation under pressure. All air-vacs shall be of a brand specified on the standard drawing unless otherwise approved by the Engineer. 61-1.02.9 GASKETS -- Gaskets for flanged joints shall be ring type, one-sixteenth (1/16) inch thick for pipe ten (10) inches and smaller and one-eighth (1/8) inch for larger pipe. Gaskets shall be Johns-Manville Type 60 or approved equal, and shall conform to applicable requirements of A.W.W.A. C207 Section 2.3. 61-1.02.10 COPPER T BING FOR WATER SERVICE LINES -- No water service line less than 1" in diameter shall be installed. All water service lines shall be seamless Type K, soft temper copper tubing with a minimum pressure rating of 150 psi. All one and one-half (1-1/2) inch and two (2) inch copper tubing shall be seamless Type K, hard temper cooper tubing with a minimum pressure rating of 150 psi. All 1 ''/z" and 2" copper tubing shall be delivered in approximately twenty (20) foot straight lengths. No coiled copper tubing shall be used in sized one and one-half (1 ''/z) inch and larger. 61-1.02.11 SADDLES CORPORATION STOPS ANGLE METER VALVES -- All service saddles, corporation stops, angle meter stops and such fixtures shall be compatible with material selected and be equivalent to those manufactured by James Jones Company and Mueller Company. 61-1.02.12 RESTRAINED JOINTS -- Wherever the Plans specify a restrained joint, and at every fitting, the Contractor shall place a restraining ring. This ring shall be designed to transmit tension loads across the joint and shall be one of the following products or approved equal: EBBA Iron "Megalug" retainer gland sized appropriately for the application. U. S. Pipe "Field Lock Gasket" sized appropriately for the application. All restrainer rings shall be installed according to the manufacturer's recommendation. 61-1.02.13 METERS AND METER COUPLINGS -- Unless otherwise specified, all meters and meter couplings will be purchased from the Water Department Stock Room at the Water Department's stock purchase price plus 10% handling fee. For prices and payment procedure contact the Water Department Purchasing Department at (909) 384-5192. All meters shall be installed by the Contractor in accordance with the City of San Bernardino Municipal Water Department Standard Drawings. SP-57 '02 27s 61-1.02.14 METER BOXES AND VAULTS -- Meter boxes and vaults shall be purchased from the Water Department Stock Room at the Water Department's stock purchase price plus 10% handling fee. For prices and payment procedure contact the Water Department Purchasing Department at (900) 384-5192. All meter boxes and vaults shall be installed by the Contractor in accordance with the City of San Bernardino Municipal Water Department Standard Drawings. 61-1.02.15 rONNECTION WITH EXISTING WATER DEPARTMENT SYSTEM -- All connections to the existing Water Department System shall be performed by the Contractor unless otherwise specified. All materials necessary to make connections between proposed and existing water systems, per details shown on the Plans, shall be furnished and installed by the Contractor and shall be the size and class shown on the Plans. Items indicated to be salvaged on the Plans will be the property of the Water Department. Test plates or an air gap shall separate the existing water system from new construction until all test and disinfection has been successfully completed. At no time will a Contractor make such connection or remove test plates without a Water Department Representative present. 61-1.02.16 CONCRETE -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", of the Standard Specifications, as shown on the Plans and these Special Provisions. A. Portland cement shall conform to ASTM Standard Specifications C150, latest revision entitled, "Portland Cement", and shall be Type I or II. Cement in containers that have been broken in shipment or handling may be used only if approved by the Engineer. B. Sands shall consist of well-graded, natural or artificially washed sand that consists of clean, hard, strong matter. Sand shall not contain over three (3) percent clay or silt by weight. C. Course aggregate shall consist of gravel, or a combination of gravel and crushed rock, having clean, hard, tough, durable and uncoated pieces free from injurious amounts of soft, friable, thick, elongated pieces, alkali, oil, organic or other deleterious substances. Aggregate shall be property graded, from one- fourth (1/4) inch to one-half (1/2) inch in size, to secure the required compressive strength concrete. D. Water shall be clean, free from injurious amounts of oil, acid, organic matter or other injurious substance. SP-58 02 276 E. Mixing -Concrete required for thrust blocks and other water system items shall be composed of the following relative volumes of materials: One (1) Cubic Foot of Cement (1 Sack, 94 Lbs.) Two (2) Cubic Feet of Sand (Dry, Loose) Three (3) Cubic Feet of Course Aggregate Only sufficient water shall be used to produce a concrete with a slump not exceeding five (5) inches, as determined by ASTM Standard Method of Test, C 143m latest revision. Concrete shall be placed within thirty (30) minutes of mixing and no retampering will be permitted. Batch slips shall be furnished by the Contractor when requested by the Engineer if transit mix concrete is supplied. Unless otherwise specified, all concrete shall have atwenty-eight (28) day compressive strength of 2,500 psi minimum. 61-1.02.17 COAL TAR COATING -- Coal tar mastic for buried ferrous metal surfaces shall be Kopper's Bitumastic No. 505, Tnemec 46-450, Pasco Pipe Wrap Primer No. 9047 or approved equal. 61-1.03 EXCAVATION. TRENCHING AND BACKFILL -- All excavation, trenching and backfill for pipes shall be done in accordance with manufacturer's recommendation and with Section 306, "Underground Conduit Construction", of the Standard Specifications and these Special Provisions. Minimum cover over the pipe shall be thirty (30) inches. Depth of cover shall be measured from the established street grade or the surface of the permanent improvement to the top of the pipe ban•el. In the case of lines outside of the existing or proposed street improvements, additional cover may be required, and the depth of cover shall be measured from the average natural ground surface. Any deviation shall be subject to the approval of the Engineer. The width of the trench at'the top level of the pipe shall be in accordance with the following table: PIPE SIZE-INCHES INSIDE DIAMETER 4 6 8 10 12 14 16 NOMINAL TRENCH WIDTH-INCHES 28 30 32 34 36 38 40 SP-59 02 276 The Contractor shall maintain a minimum clearance of eight (8) inches for pipe sizes through sixteen (16) inches in diameter. The clearance shall be on each side of the pipe between the trench wall and the outside surface of the pipe barrel as measured at the horizontal centerline of the pipeline. Where the bottom of the trench is in rock, large boulders, hard materials or when other utilities are encountered near the pipe alignment, the trench shall be excavated six (6) inches below the bottom of pipe elevation. Where the trench has been excavated below grade for any purpose, the trench shall be refilled to the proper trench grade with selected backfill material and compacted to ninth (90) percent of its maximum density as determined by ASTM 1556 and D 1557. The Engineer may, based on state, county, and/or city compaction requirements, modify this requirement. At no time shall the pipe be installed within six (6) inch radius of a large rock or hard surface. Excavation for the placement of concrete for structural support and thrust blocks shall be finished by hand in order to ensure a solid undisturbed native surface. No high or low points in the line shall be permitted except as shown on the Plans or to conform to the general grade of the street or contour of the terrain through which the pipe is to be laid. No deviation shall be made from the required line or grade except with the written consent of the Engineer. High and low points not shown on the Plans shall be fitted with either air release valves, air and vacuum release valves, or blow-off valves as determined by the Engineer. All such additional construction shall be performed at not cost to the City. All excavations shall be kept free of water while concrete or pipe is being placed, and until concrete has attained its initial set to eliminate any possible damage from such water. The Contractor shall furnish, install, and operate all necessary machinery, appliances, and equipment to keep excavations sufficiently free from water from any source during construction of the work to permit proper pipe laying and jointing, and shall dispose of water so as not to cause injury to public or private property, or to cause a hazard or menace to the public. The trench shall be backfilled with sand to provide a minimum of 6" of cover over the newly installed main. All sand shall be jetted in accordance with Section 306-1.3.3, "Water Densified Backfill", of the Standard Specifications and these Special Provisions. 61-1.04 INSTALLATION -- All necessary facilities for the water main system shall be constructed and/or installed in accordance with the City of San Bernardino Municipal Water Department Standard Drawings. All pipe installation shall comply with Section 306- 1.2, "Installation of Pipe", of the Standard Specifications and these Special Provisions. All foreign matter and dirt shall be removed from the interior of the pipe prior to its installation. Before being lowered into the trench, the pipe shall be inspected for defects. SP-60 02 276 Any defective pipe, damaged pipe, or pipe that is the wrong class shall be rejected. The entire joint including coupling, machined sections of the pipe, and the rubber gasket or ring shall be thoroughly cleaned at the time the joint is made. The entire procedure and method of installation of the pipe shall be in strict compliance with the pipe manufacturer's direction and recommendations. All pipe shall be laid according to the size, class, location and grade shown on the Plan. Matching surfaces of all pipe ends must be true and brought into firm contact. Rubber ring installation shall be checked with suitable gages to ensure that they are properly located. When pipe laying is not in progress, the unfinished end of the pipe shall be securely closed with a suitable water-tight plug or cover to prevent the entrance of animals or foreign matter into the line. The Contractor shall take all necessary care and precautions to prevent the pipe from floating due to water entering the trench from any source. The Contractor shall be responsible for damage caused by floating pipe and shall, at his sole expense, restore and replace the pipe to its proper condition, alignment and grade. Where pipe is laid on a curve or at horizontal or vertical angles in the trench, the maximum deflection at the joint shall not exceed eighty (80) percent of the limitations specified by the pipe manufacturer, and each joint shall be adequately blocked to take the thrust until properly backfilled. 61-1.04.1 HAULING AND UNLOADING PIPE -- During loading, transportation and unloading, every precaution shall be taken to prevent damage to the pipe, its lining and, its coating. No pipe shall be dropped from cars or trucks nor allowed to roll down skids. Each pipe shall rest upon suitable pads, strips or blocks during transportation and while awaiting installation in the field, and shall be securely wedged or tied in place. Padding shall be used on all car stakes, skids and other acceptable means of preventing damage to the coating during transportation and handling. When it is necessary to move the pipe longitudinally along the trench, it will be done in such a manner as to not damage the pipe or its coating. Pipe shall not be rolled or dragged on the ground. Where pipe is placed in stock piles, it shall be neatly piled and blocked with strips between tiers, and banded with steel banding material acceptable to the Department (to be determined by Engineer based on type of pipe, length, diameter, number of vertical rows, and location). sP-bi 02 ?7~ 61-1.04.2 PROTECTION OF WORK AND MATERIALS -- The Contractor shall at all times take care to protect and preserve all materials to be used in the laying of the pipe. The pipe shall be handled in such a manner as to not distort its shape. All pipe and materials which, in the opinion of the Engineer, have been damaged shall be replaced by the Contractor at his own expense. The Contractor shall be responsible for the safe storage of all material furnished by him. All material damaged or broken by the Contractor shall be replaced in exact type and kind by the Contractor at his expense. All materials received by the Contractor and not used shall be removed by the Contractor at his expense. 61-1.04.3 HANDLIN OF PIPE AND ACCESSORIES -- Pipe and accessories shall be loaded at the point of delivery, handed to, and distributed at the site of the project by the Contractor at his expense. They shall at all times be handled with care to avoid damage. Whether moved by hand, skidways or hoists, material shall not be dropped or bumped against pipe or accessories already on the ground or against any other object on the ground. Pipe shall be handled in such a manner as to avoid damage to machined or special ends. When such damage cannot be repaired to the Engineer's satisfaction, damaged materials shall be replaced by the Contractor at no expense to the City. The interior of all pipe and accessories shall be kept free from dirt and foreign matter at all times. All pipe, fittings, and accessories shall be carefully lowered into the trench in a safe manner that maintains the integrity of the pipe, using proper tools and equipment. Under no circumstances shall pipe or accessories be dropped, dumped, or rolled into the trench. 61-1.04.4 INSTALLATION OF DUCTILE IRON PIPE -- The ductile iron water mains shall be laid and the work incidental thereto performed in accordance with applicable requirements of A.W.W.A. C600-93 A.W.W.A. Standards for the installation of ductile iron water mains and their appurtenances. All pipe shall be carefully inspected for defects before installation. Such inspection shall include light tapping with a hammer while the pipe is suspended in the air. No pipe or fitting which is cracked or which shows defects excluded by the Specifications for such pipe or fitting shall be used. Any damage to the protective coating of the pipe or fittings shall be repaired, to an acceptable standard, by the Contractor with coal tar pitch varnish. The pipes, valves, and fittings shall be carefully cleaned immediately before installation. Every open end of a pipe shall be carefully plugged or capped before leaving the work. SP-62 02 276 61-1.04.5 FIRE HYDRANT ASSEMBLY INSTALLATION -- Fire hydrants shall be installed by the Contractor at the locations shown on the accompanying plans and positioned to provide complete accessibility, and to minimize the possibility of damage from vehicles or injury to pedestrians. The size and type of hydrant shall correspond to the designation shown on the Plans. The entire hydrant assembly shall be plumb. The 4" steam nozzle shall face the curb unless otherwise directed by the Engineer. The hydrant shall be located so that the centerline of the riser or barrel is approximately twenty-four (24) inches behind of the curb face or face of berm or the edge of the street pavement unless otherwise directed. The Contractor shall provide and install all necessary fire hydrant bury extensions to permit installation of the hydrant assembly to proper grade. The Contractor shall be responsible for establishing proper grade per the approved Plans. Upon completion of the water main installation and after the field tests have been performed, each fire hydrant shall be operated by the Contractor in the presence of the Engineer. Operation shall consist of slowly opening the fire hydrant assembly and allowing water to flow freely from one or more of its outlets. Upon completion of this sequence, the fire hydrants shall be slowly turned off and all protective caps properly placed -one for each outlet. All fire hydrants shall be installed with break-away hardware to minimize potential damage to the water main. Guard posts are not permitted for use in protecting fire hydrants. Fire hydrant assemblies installed on 3`d Street shall be installed in accordance with San Bernardino Municipal Water Department Standard Drawing Nos. W2.2, W3.4, and the Modified Lateral detail as shown on the Plans to clear the six (6) inch Jet Fuel pipeline. Existing fire hydrant on Art Townsend Drive and Del Rosa Drive shall be relocated to new location as shown on the plans and installed in accordance with San Bernardino Municipal Water Department Standard Drawing No. W2.2 and as directed by the Engineer. 61-1.04.6 VALVE INSTALLATION -- Valves shall be installed at the locations shown on the Plans and shall correspond to the size and types shown on the Plans. All valves shall be equipped with a valve box and cap in accordance with standard drawings. The cutting of pipe for carefully inserting into the bells of valves shall be done neatly and without damage to the pipe, its coating or lining, and in accordance with the manufacturer's instructions. Except as directed by the Engineer, the Contractor shall not operate gate valves without an Engineer present. During the course of water main installations, all valves shall be left completely open or completely closed unless otherwise authorized by the Engineer. SP-63 02 276 Upon completion of the water mains and all appurtenances, all valves shall be operated through a complete open and closed cycle by the Contractor in the presence of the Engineer. After completion of this operational cycle, the Contractor shall leave all valves in an OPEN position unless otherwise directed by the Engineer. 61-1.04.7 VALVE BOX AND CAPS -- Valve boxes and caps to be installed in proposed pavement areas of presently unpaved street right of way shall be installed ten (10) inches below the proposed finished grade of street. The Engineer may, at his own discretion, determine a greater depth for valve cap placement. The Contractor shall be responsible for future location of all valve boxes and caps until completion of paving. At least two (2) properly designated witness markers shall be provided and installed by the Contractor to aid future location of valve boxes and caps. After paving is complete or when valves are installed in existing paved areas, the valve cap shall be positioned with its top one-quarter (1/4) inch below finished grade, and pavement shall be feathered to make a smooth transition to the existing pavement. 61-1.04.8 BLOW OFF ASSEMBLY INSTALLATION -- Blow offs shall be installed by the Contractor at the locations shown on the Plans. The entire assembly shall be plumb with nozzles at right angles to the street or as directed by the Engineer. Blow offs shall be located to provide complete accessibility, and to minimize the possibility of damage from vehicles or injury to pedestrians. Upon completion of the water main and system installation, each blow off shall be operated by the Contractor in the presence of the Engineer. Operation shall consist of opening the hydrant head on the assembly and allowing water to flow freely from its outlet. Upon completion of this sequence, the blow off assembly shall be turned off and all protective caps shall be properly placed on the respective outlets. 61-1.04.9 AIR AND VACUUM ASSEMBLY -- Air and vacuum assemblies shall be installed at the locations indicated on the Plans at sites adjacent to the roadway or on back lot lines as selected by the Engineer. They shall be completely accessible and protected from possible damage from vehicles or equipment. The assemblies shall be installed in accordance with manufacturer's recommendations and in accordance with the S.B.M.W.D. Standard Drawings. Pipe joints shall be assembled in a proper manner to assure that they are free of leaks. 61-1.04.10 SERVICE INSTALLATION -- Service connections shall be installed at the locations designated on the Plans and/or approved by the Engineer. Service stubs shall be installed in a like manner and in accordance with accepted water works standards with a minimum cover of thirty (30) inches. (See S.B.M.W.D. Standard Drawings) SP-64 .02..27 61-1.04.11 METERS. METER BOXES AND VAULTS -- All meters, meter boxes and vaults shall be installed by the Contractor in accordance with the City of San Bernardino Municipal Water Department Standard Drawings, and at the location designated on the plans and as approved by the Engineer. Existing water meters shall be protected and adjusted to be flush with finish grade as shown on the plans, placed in accordance with San Bernardino Municipal Water Department Standard Drawing No. W 1.11, and as directed by the Engineer. 61-1.04.12 DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY -- Double check backflow prevention assembly shall be installed by the Contractor in accordance with the City of San Bernardino Municipal Water Department Standard Drawings, and at the location designated on the plans and as approved by the Engineer. 61-1.04.13 CONCRETE ENCASEMENTS -- Concrete encasement shall be installed in a manner to completely surround the pipe barrel at all water course crossings to provide protection from flood flows and eliminate possible water infiltration. The entire procedure shall be in accordance with the pipe manufacturer's recommendations and approved by the Engineer. 61-1.04.14 THRUST BLOCKS -- Thrust block locations shall be called out on preliminary water plans (red lines); size will be determined by the Applicant's Engineer. All thrust blocks shall be formed and poured in place against undisturbed native soil. Thrust blocks having concrete in contact with joint assembly hardware will be considered to be unacceptable by the Engineer, and will be removed and replaced by the Contractor at no expense to the City. 61-1.04.15 FLANGED FITTINGS AND CONNECTIONS -- All flanged valves and fittings shall be properly positioned and aligned in the trench in such a manner as to relieve any stress or strain on the connecting pipe or flanged end being fitted, with the pipe system resting in its final position and all fittings and valves plumb. Welding, if required, shall be done after the pipe is in place, except where otherwise approved by the Engineer. 61-1.04.16 CONNECTIONS WITH EXISTING SYSTEM -- Connections with the existing Water Department system will be made by the Contractor. All labor, materials, and equipment necessary for making the system connections shall be at no expense to the City. The outlet of the system connection will be a flanged gate valve equipped with a blind flange. The Contractor shall remove and salvage the blind flange and make the pipe extension at the direction of the Engineer. SP-65 02 276 61-1.04.17 COAL TAR COATINGS -- All buried valves, valve boxes, flanged joints, sleeve-type couplings, and other buried ferrous metal items which are not galvanized or factory coated, shall be thoroughly cleaned and shall be coated with a coal tar coating to a minimum dry film thickness of sixteen (16) mils. 61-1.05 TESTING AND DISINFECTION -- After the pipe has been laid and all trenches have been backfilled and compacted, all new pipe shall be given a pressure and leakage test. The test section should be tested with proper test plates rather than against a "closed" valve to avoid possible cross connections. Test plates shall not be removed until the new pipe section has been disinfected and satisfactory bacteriological test results have been reviewed and accepted by the Engineer. The Engineer shall be notified prior to testing, and shall witness the leakage and pressure tests and disinfection process. All written results (pass or failed) shall be provided to the Engineer prior to acceptance and continuation with additional testing. Before conducting the field tests, the pipe shall be thoroughly flushed then completely filled with water, and all free air shall be expelled from the line. Any additional taps, valves or blow offs needed to assure all air is expelled shall be provided by the Contractor. Water to be used to fill and flush the pipelines will be paid for by the Contractor. The Contractor shall provide his own pumps and other equipment to properly fill the line with water and produce the required test pressures. The required pressures shall be established and maintained in accordance with A.W.W.A. Standard CV600-87, Section 4.1.2, as outlined in the attached procedure. All thrust blocks forming a permanent part of the line to be tested shall be installed in ample time prior to the test to enable the concrete to properly set (minimum seven (7) days). 61-1.05.1 PRESSURE AND LEAKAGE TEST -- Pressure and leakage test of the pipeline shall be tested in accordance with Section 306-1.4, "Testing Pipelines", of the Standard Specifications and these Special Provisions. After main, hydrant and service lateral installation, backfill and compaction is completed, but prior to connection to the City water system, the following pressure and leakage test procedures shall be followed: Test pressure shall be 1.5 times the working pressure at the highest point along the test section. 2. The hydrostatic test shall be of at least 2 hour duration. 3. Test pressure shall not vary by more than 5 -/+ psi for the duration of the test. SP-66 02 276 4. All newly laid pipe shall be filled by a water truck or thna an approved backflow device. 5. All air shall be expelled completely from the pipe, valves, hydrant and service laterals. If permanent air release valves are not located at all high points, the Contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. 6. Leakage is defined as the quantity of water that must be supplied into the newly laid pipe to maintain pressure within 5 psi of the specified test pressure. 7. No pipe installation will be accepted if the leakage is greater than that determined by the following formula: L= D P T 133,200 Where: L =Allowable leakage (in gallons) S =Length of pipe tested (in feet) D =Nominal Diameter of the pipe (in inches) P =Average test pressure (in psi) T =Time (in hours) 61-1.05.2 FLUSHING -- Flushing is typically done from an existing system hydrant thru an approved backflow device and into one end of the new system. 1. Flush lines with water equal to 3 times line capacity. 2. Flush all fire hydrants & service laterals. 3. Flushing flow rate shall be sufficient to maintain a minimum pipe line velocity of 5 feet per second through the duration of the flushing process. 61-1.05.3 CHLORINATION -- Chlorination is typically done by mixing an appropriate dosage in a water truck and filling the line from one end thru a fire hydrant or 2" tap. 1. Fill line with chlorinated water dosed at not less than 50 mg/1 free chlorine. Operate all fire hydrants and service valves to ensure that chlorinated water replaced all air and water in system and contacts all surfaces. Test residual at several locations. 2. Lock all service valves to ensure that no water is taken from the system. SP-67 02 276 3. The chlorinated water shall be retained in the main for at least 24 hours. At the end of this 24 hour period, the treated water in all portions of the main shall have a residual of not less than 25 mg/1 free chlorine. NOTE: An alternate method of chlorination using a chlorinator may be acceptable. Submit a detailed explanation of the proposed method including step by step procedure to the Engineer for review and approval a minimum of one week prior to the proposed chlorination. 61-1.05.4 FINAL FLUSHING -- Following successful completion of the chlorine residual test, the main should be flushed as soon as possible (within 24 hours), since prolonged exposure to high concentrations of chlorine might damage the pipe lining or cause corrosion to the pipe itself. The heavily chlorinated water shall be flushed from the main until chlorine measurements show that the concentration in the water leaving the main is not higher than that generally prevailing in the distribution system. At that time all hydrants and service laterals shall be thoroughly flushed. The system shall then be shut in for at least 24 hours before bacteriological samples maybe taken. 61-1.05.5 BACTERIOLOGICAL TESTS -- After final flushing is complete and before the new water main is connected to the distribution system, samples shall be collected from every 1,200 feet of new main plus one from each end of the line. All samples shall be tested for bacteriological quality in accordance with the Standard Methods for the Examination of Water and Wastewater, and shall show the absence of coliform organisms. 61-1.05.6 PERMANENT CONNECTION TO DISTRIBUTION SYSTEM -- Only after negative bacteriological test results are obtained will permanent connection to the distribution system be allowed. At the discretion of the inspector, the new pipe, fittings, and valve(s) required for the connection may be spray disinfected or swabbed with a minimum 1 percent solution of chlorine just prior to being installed. 61-1.05.7 COMPACTION TESTS -- Compaction tests shall comply with Sub- section 306-1.3.4, "Compaction Requirements", of the Standard Specifications and these Special Provisions. Cost for compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-68 02 276 61-1.05.8 ACCEPTANCE -- The Engineer will not accept the pipeline until backfill and pavement operations are complete, all gate valve boxes are raised to proper grade, and until the pipelines are proven free from running and other defects to the satisfaction of the Engineer. The acceptance of the dedication of the water system by the Engineer of the completed work, as herein specified, is subject to the written guarantee of the Contractor that any defects, excessive settlement of backfill and/or leaks in such pipelines arising from defective workmanship or by any negligence of the Contractor which may develop within one (1) year from such acceptance. 61-1.05.9 PAYMENT -- The contract price paid per each "FIRE HYDRANT ASSEMBLY" shall include full compensation for all work involved in the installation of the fire hydrant assembly, per San Bernardino Municipal Water Department Standard Drawings and the Modified Lateral detail, including pressure testing, leakage testing, flushing, disinfecting, and no additional compensation will be allowed therefor. The contract price paid per each for "Relocate EXISTING FIRE HYDRANT",shall include full compensation for all work involved in the relocation and installation of the existing fire hydrant, per San Bernardino Municipal Water Department Standard Drawings, including pressure testing, leakage testing, flushing, disinfecting, and no additional compensation will be allowed therefor. The contract price paid per each for "Install 1" WATER METER SERVICE LINE" and "Install I %:" DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY", shall include full compensation for all work involved, and no additional compensation will be allowed therefor. The contract price paid per each for "Adjust to Grade EXISTING WATER METER", shall include full compensation for all work involved, and no additional compensation will be allowed therefor. SP-69 .02 276 SECTION 62 THROUGH SECTION 64 BLANK SP-70 02 27~ SECTION 65 65-1 SLEEVE 65-1.01 GENERAL -- Sleeve shall be installed at the location shown on the Plan or where directed by the Engineer. The electrical and irrigation sleeves shall be PVC pipe (Schedule 40). The size of the sleeves varies and depends on the pipe size to pass through. The minimum sleeve inside diameter shall be 1.00" larger than the outside diameter of passing conduit or pipe, unless otherwise the size of the sleeves are shown on the Plans. The pre-manufactured sleeve by "Adjus-to-Crete" or "Paramount Manufacturing" may be used. The sleeves shall be installed in accordance with manufacturers recommendations and with Section 306, "Underground Conduit Construction" of the Standard Specifications. 65-1.02 PAYMENT -- Full compensation for doing all the work involved in furnishing and installing irrigation and/or electrical sleeve, complete in place, as shown on the Plan, as specified in the Standard Specifications and in these Special Provisions, shall be considered as included in the lump sum price paid for "IRRIGATION SYSTEM", and no additional compensation shall be allowed therefor. SP-71 p2 276 SECTION 66 66-1 IRRIGATION SYSTEM 66-1.01 IRRIGATION SYSTEM -- Contractor shall furnish and install all materials and labor necessary to construct new irrigation system in accordance with the Plans, Details and Standard Specifications for Public Works Construction (Green Book) latest edition. 66-1.02 DRAWINGS -- The drawings are diagrammatic only. It is the intent of the plans and specifications that the irrigation system shall efficiently and uniformly irrigate all areas according to horticultural and soil requirements, and that it shall be complete in every respect and shall be ready for operation to the satisfaction of the Agency. 66-1.03 RECORD DRAWINGS -- Furnish record drawings to the Agency Representative, showing dimensioned location of all buried pipe and valves, control pilot wires to valves and controllers. Take dimensions prior to backfilling of trenches. All record drawings shall be done in red ink on mylar sepias. 66-1.04 MAINTENANCE CHARTS -- On the inside surface of the cover of each automatic controller, the Contractor shall prepare and mount a chart showing the valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. A photostatic print of this plan, reduced as necessary, and legible in all details, shall be made to a size that will fit into the controller cover. This print shall be approved by the Agency Representative and shall be hermetically sealed in 5 mil plastic. This shall then be secured to the inside of the cover. Show controller designation on each chart. 66-1.05 GUARANTEE -- The Contractor shall guarantee the entire irrigation system against defects in materials and workmanship for a period of one (1) year from the date of acceptance of the work. The Contractor shall furnish a Faithful Performance Bond in the amount of 10% of the amount bid for the installation of the irrigation system to be in force for the one (1) year guarantee period. 66-1.06 PAYMENT -- Full compensation for performing all work involved in installing irrigation and/ or electrical, complete and in place as shown on the plans, as specified in the Standard Specifications and in these Special Provisions shall be considered as included in the lump sum price paid for "IRRIGATION SYSTEM" and no additional compensation shall be allowed therefor. SP-72 02 276 SECTION 67 67-1 LANDSCAPE PLANTING 67-1.01 WEED ABATEMENT -- All weed growth in planting areas shall be removed. Common Bermuda grass found growing in areas not designated to be planted with Bermuda grass, shall be killed with an approved herbicide or fumigant with materials approved by the Agency. 67-1.02 PROTECTION OF EXISTING TREES -- Existing trees to remain shall be protected in place as shown on the plans, and as directed by the City Arborist and Engineer. 67-1.03 PROJECT MAINTENANCE -- A. Project maintenance consists of a minimum 30 day plant establishment period. The plant establishment period commences when all plants and all turf (grass) has been planted. The establishment period will continue until all turf areas have been mowed to the specified height at least once, but not less than 30 days. B. Water turf until acceptance of work. The areas shall be kept moist, but not glistening wet, until time for the first cutting of turf. After first cutting, water turf to maintain a thriving condition. Any areas where the seeds fail to germinate satisfactorily shall be immediately reseeded. The Contractor shall maintain the turf areas until an even, close stand of turf is obtained. C. The establishment period shall be extended beyond the 30 day minimum at no cost to the City until all turf areas have been mowed to the specified height and a close stand of turf is attained to the satisfaction of the Agency Representative. D. Project maintenance work shall commence after the Agency Representative has approved plant establishment and shall continue for 90 additional days. E. Project maintenance work shall consist of applying water, fertilizing all areas, weeding, caring for plants, sweeping walks, litter pickup, and performing all general project maintenance. SP-73 p2 276 F. The Contractor shall be responsible for detecting nutrient deficiencies and turf diseases and pests as soon as their presence is manifested. He shall take immediate action to identify the problem and shall immediately apply remedies. If the above and following conditions are not complied with, the Contractor shall re-plant the grass and maintain the turf until a healthy, mature turf is re-established, and shall maintain that area for an additional 60 days at no additional cost to the Owner. G. During the project maintenance period, all plants and planted areas shall be kept well watered and kept weed free at all times. Dallas and Johnson grass, and Bermuda grass shall be removed and disposed of (except Bermuda grass will be allowed to remain in turf areas). Provide special attention for watering slopes planted to lawn on the windward and/ or sunny side so that turf will adequately be watered at all times. H. Immediately after the second cutting of turf, where trees occur in turf areas, the turf shall be turned under and neatly edged 18" away from the plants. The turf edges shall be maintained in a neat condition until acceptance of the work. I. The Contractor shall provide supplemental feedings of fertilizer as required by the agronomic soils test to maintain a healthy turf and all other plantings including slope areas. Minimum requirement: 35 days after initial planting, and just prior to final inspection. J. In order to carry out the project maintenance work the Contractor shall maintain a sufficient number of men and adequate equipment to perform the work herein specified from the time any planting is done until the end of the project maintenance period or until the final approval. K. The Contractor may be relieved from maintenance work required in these special provisions when the project maintenance work has been satisfactorily completed. Damage to planting areas shall be repaired immediately. Contractor shall continue to pick up rocks that surface and are 1" or greater in diameter. SP-74 p2 27~ 67-1.04 REPLACEMENT OF PLANTS -- All plants that show signs of failure to grow at any time during the life of the contract, or those plants so injured or damaged as to render them unsuitable for the purpose intended, shall be immediately replaced in kind at the expense of the Contractor. 67-1.05 TREE GUARANTEE -- A. The Contractor shall guarantee all trees from disease or death and injury resulting from improper planting for a period of one year after final acceptance of the project. B. The Contractor shall replace at no expense to the Agency as soon as possible plants that are dead or not in a vigorous, healthy growing condition. Replacement shall be of the same kind and size as originally specified and shall be planted as described on the drawings and in the specifications. C. The Contractor shall not be held liable for loss of plant materials during the guarantee period due to lack of care, vandalism or accidental causes. 67-1.06 INSPECTIONS -- A written notice requesting an inspection should be submitted to the Agency Representative at least ten (10) days prior to the anticipated date. Prior to this inspection, the site must be thoroughly cleaned up and all excess material and debris removed. The following inspections are required: Prior to the start of the 90 calendar day plant establishment and project maintenance period, the Contractor will be required to have a complete inspection and approval of all landscape construction items. At 30`h calendar day. At 60`h calendar day. At completion of the maintenance period. SP-75 02 276 67-1.07 PAYMENT -- Full compensation for doing all work involved in installing plant material, and maintenance period, complete in place, as shown on the plans, as specified in the Standard Specifications and in these Special Provisions, shall be considered as included in unit prices paid for the various items noted in the Bid Schedule and no additional compensation shall be allowed therefor. Full compensation for providing weed abatement as described herewith shall be considered as included in the square foot price paid for "WEED ABATEMENT" and no additional compensation shall be allowed therefor. Full compensation for providing protection of existing trees as described herewith shall be considered as included in the unit price paid per each for "EXISTING TREE to be Protected in Place" and no additional compensation shall be allowed therefor. SP-76 02 276 SECTION 68 68-1 DECORATIVE ROCK 68-1.01 DECORATIVE ROCK -- Decorative rock shall be natural multi-colored stone which ranges in size from 3" to 8" diameter and classified as "Sun Pebbles" or "Arizona Cobble", depending on the chosen supplier. Cobble shall be placed in designated areas. All material shall be mortared in place so as not to see the ground below. Contractor shall confirm rock samples and layout with project Landscape Architect prior to placement of material. 68-1.02 PAYMENT -- Full compensation for performing all work involved in installing decorative rock, complete and in place as shown on the plans, as specified in the Standard Specifications and in these Special Provisions shall be considered as included in the per ton price paid for "DECORATIVE ROCK" and no additional compensation shall be allowed therefor. SP-77 Part 5 -Supplemental General Conditions 02 2~6 Paqe: B-1 SUPP7.F*~'N'T'AL GENERAL CONDITIONS These Supplemental. General Conditions are intended for .use by Economic Development Administration Grantees. They contain specific EDA and other Federal requirements not normally found in non-Federal contract documents. The requirements contained herein must be incorporated into all construction contracts and subcontracts funded wholly or in part with EDA funds. 02.. 27 6 S1 52 S3 S4 SS S6 S7 58 S9 S10 Sil S12 S13 S14 S15 S16 S17 S1a S19 520 521 S22 523 S24 525 S26 527 sea SUPPLEMENTAL GENERAL CONDITIONS Definitions Required Provisions Deemed Inserted Inspection by EDA Representatives Construction Schedule and Periodic Estimates Contractor's Title to Material Inspection and Testing of Materials "Or Equal" Clause Patents Claims for Eictra Cost Contractor's and Subcontractor's Insurance Contract Security Certification of Nonsegregated Facilities Safety and Health Regulations for Construction Minimum Wages Withholding of Payments Payrolls and Basic Records Apprentices and Trainees Copeland "Anti-Kickback" Provisions Subcontracts Termination and Debaraent Overtime Requirements Equal Employment Opportunity Other Prohibited Interests Employment•of Local Labor Signs Historical a d Page: g_2 Exhibit B n Archeological Data Preservation Act of 1974 Clean Air and Federal Watez Pollution Control Act Use of Lead-Based Paints on Residential Structures 02 276 Page: 8-3 Exhibit B SUPPLEMENTAL GENERAL CONDITIONS S-1 DEFINITIONS The following terms as used in these Supplemental General Conditions are respectively defined as follows: a. "Contractor": A person, firm, or corporation with whom this Contract is made by the Owner. b. "Subcontractor": A person, firm, or corporation supplying labor and materials or only labor, for work at the site of the project, for and under separate contract or agreement with the Contractor. c. "Work on .(at) the project": Work to be performed at the location of the project, including the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any subcontractor. d. "Apprentice": (1) A person employed and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau; or (2) a person in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship council (where appropriate) to be eligible for probationary employment as an apprentice. e. "Trainee": A person receiving on-the-job training in a construction occupation under a program which is approved (but not necessarily sponsored) by the U.S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, and which is reviewed from time to time by the Manpower Administration to insure that the training meets adequate standards. 02 27s Page: B-4 S-2 REQUIRED PROVISIONS DEEMED INSERTED Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion of correction. S-3 INSPECTION BY ECONOMIC DEVELOPMENT REPRESENTATIVES The authorized representatives and agents of the Economic Development Administration shall be permitted to inspect all work, materials, payrolls, records of personnel, invoices of materials and other relevant data and records. S-4 CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES Immediately after execution and delivery of the contract, and before the first partial payment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will become due the Contractor in accordance with the progress schedule. The Contractor also shall furnish the Owner (a) a detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for the purpose of making partial payments thereon. The costs employed in making up any of these schedules will be used only for determining the basis of partial payments and will not_be ccnsidered as fixing a basis for additions to or deductions from the contract price. S-~ CONTRACTOR"S TITLE TO MATERIAL No materials or supplies for the work shall be purchased by the Contractor or by any subcontractor subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he/she has good title to all materials and supplies used by him/her in the work, free from all liens, claims or encumbrances. 02 27s Page: B-5 S-6 S-7 INSPECTION AND TESTING OF MATERIALS All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in accordance with accepted standazds. The laboratory or inspection agency shall be selected by the Owner. The Owner shall pay for all laboratory inspection service directly, and not as part of the contract. Materials of construction, particularly those upon which the strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for intended users. "OR EQUAL" CLAUSE Whenever a material, article or piece of equipment is identified on the Plans or in the specifications by reference to manufacturers' or vendors' names, tradenames, catalogue numbers, etc., it is intended merely to establish a standard; and, any material, article or equipment of other manufacturers and vendors which will perform adequately the duties, imposed by the general design will be considered equally acceptable provided the material, article or equipment so proposed is, in the opinion of the Architect/Engineer, of equal substance and function. Zt shall not be purchased or installed by the Contractor without the Architect/Engineer's written approval. S-8 PATENTS The Contractor shall hold and save the owner and its officers, agents, servants and employees harmless from liability of any nature or kind, including cost and expenses for, or on account of, any patented or unpatented invention, process, article or appliance manufactured or used in the performance of the contractor, including its use by the Owner, unless otherwise specifically stipulated in the contract documents. License or Royalty Fee: License and/oz royalty fees for the use of a process which is authorized by the owner of the project must be reasonable, and paid to p2 276 Page: B-6 S-9 5-10 the holder of the patent, or his authorized licensee, direct by the Owner and not by or through the Contractor. Zf the Contractor uses any design, device or materials covered by letters, patent or copyright, he/she shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device or material. It is mutually agreed and understood that, without exception, the contract prices shall include all royalties or costs arising from the use of such design, device or materials, in any way involved in the work. The Contractor and/or his/her Sureties shall indemnify and hold harmless the owner of the project from any and all claims .for infringement by reason of the use of such patented or copyrighted design, device or materials or any trademark or copyright in-connection with work agreed to be performed under this contract, and shall idemnify~the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work. CLAIMS FOR EXTRA COSTS No claims for extra work or cost shall be allowed unless the same was done in pursuance of a written order to the Architect/Engineer approved by the Owner. CONTRACTOR'S AND SUBCONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he/she has obtained all the insurance required by the owner, nor shall the Contractor allow any subcontractor to commence work on his/her subcontract until the insurance required of the subcontractor has been so obtained and approved. a. Types of insurance recommended by the Economic . Development Administration are 1. Workmen's Compensation 2. Contractor's Public Liability and Property Damage 3. Contractor's Vehicle Liability 4. Subcontractors Public Liability, Property Damage and Vehicle Liability 5. Builder's Risk (Fire and Extended Coverage) b. Scope of Insurance and Special Hazards. The 02 27~ Page: B-7 insurance described above shall provide adequate protection for the Contractor and his/her claims which may arise from operations under this contract, whether such operations be by the insured or by any one directly or indirectly employed by him/her and also against any of the special hazards which may be encountered in the performance of this contract. c. Proof of Carriage shall furnish the showing the type, covered, effective of policies. 5-11 CONTRACT SECURITY of Insurance The Contractor Owner with certificates amount, class of operations dates and dates of expiration If this contract is for an amount in excess of $100,000 the Contractor shall furnish a performance bond in an amount at least equal to one hundred percent (100 0 of the contract price is security for the faithful performance of this contract and also a payment bond in an amount equal to one hundred percent (1000 of the contract price or in a penal sum not less than that prescribed by State, Territorial or local law, as security for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract. The performance bond and the payment bond may be in one or in separate instruments in accordance with local law. Before final acceptance each bond must be approved by the Economic Development Administration. If this contract is for an amount less than $100,000 the Owner will specify the amount of the payment and performance bonds. 5-12 CERTIFICATION OF NONSEGREGATED FACILITIES a. A certification of nonsegregated facilities as required by 41 CFR 60-1.8, must be submitted prior to the award of Federally assisted construction contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause. (see Form ED-120, Item 3) construction contract awards exceeding $10,000 Contractors receiving Federally assisted construction contract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause shall be required to provide for the forwarding of the following 02 _.276 Page: B-8 notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause: Notice to Prospective Subcontractors of Requirement for Certifications of Nonsegregated Facilities (1) A certification of nonsegregated facilities as required by the 32 CFR 7439, May 19, 1967, must be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. (2) Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause shall be required to provide for the forwarding of this notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed 510,000 and are not exempt from the provisions of the Equal Opportunity clause. S-13 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION In order to protect the lives and health of his/her employees under the contract, the Contractor shall comply with all pertinent provisions of the Contract Work Hours and Safety Standards Act, as amended, commonly known as the Construction Safety Act as pertains to health and safety standards; and shall maintain an accurate record of all cases of death, occupational disease, and injury requiring medical attention or causing loss of time from work, arising out of and in the course of employment on work under the contract. Section 107 of the Act is applicable to construction work and provides that no laborer or ' mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety and health standards promulgated by the Secretary of Labor. The Contractor alone shall be responsible for the safety, efficiency, and adequacy of his/her plan, appliances, and methods, and for any damage which may result from their failure or their improper construction, maintenance, or operation. 02 276 Page: B-9 5-14 MINIMUM WAGES All mechanics and laborers employed or working on the site of the work,•or under the United States Housing Act of 1937, or under the Housing Act of 19x9 in the construction or development of the pro- ject will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Cope- land Act (29 CFR Part 3), the full amounts due at time of payment computed at wage rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contrac- tual relationship which may be alleged to exist between the Contractor and subcontractor and such laborers and mechanics; and the wage determination decision shall be posted by the Contractor at the' site of the work in a prominent place where it can be easily seen by the workers. For the purpose of this clause, contributions made or costs reasonably anticipated under Section 1 (b) (2) of the Davis- Bacon Act on behalf of laborers or mechanics are con- sidered wages paid to such laborers or mechanics, subject to the provisions of 29 CFR 5.5 (a) (1) (iv) . Also for the purpose of this clause, regular con- tributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period, are deemed to be constructively made or incurred during such weekly period. The Owner shall require that any class of laborers and mechanics, including apprentices and trainees, which is not listed in the wage determination and which is to be employed under the contract, shall be classi- fied or reclassified comformable to the wage deter- mination and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics, including apprentices and trainees, to be used, the questions accompanied by the recommendation of the contracting officer shall be referred to the Secretary of - 02 276 Page: 8-10 Labor for final determination. Whenever the minimum wage rate prescribed in the con- tract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the Contractor is obligated to pay a cash equivalent of such a fringe benefit, the Owner shall require an hourly cash equivalent to be estab - lished. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the recommendation of the Owner, shall be referred to the Secretary of Labor for determination. If the Contractor does not make payments to a trustee or other third person, he/she may. consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bene- fits under a-plan or program of a type expressly listed in the wage determination decision of the Secretary of Labor which is a part of this contract; provided, however, the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program.. S-15 WITHHOLDING OF PAYAfENTS The Economic Development Administration may withhold or cause to be withheld from the Contractor as much of the accrued payments or advances as may be consid- ered necessary to pay laborers and mechanics, includ- ing apprentices and trainees, employed by the Con- tractor'or any subcontractor on the work, the full amount of wages required by the contract in accor- dance with the Davis-Bacon Act. In the event of failure to pay any laborer or mechanic, including any apprentice or trainee employed or working on the project site or under the United States Housing Act of 1937 or under the Housing Act of 1949, in the con- struction or development of the project, all or part of the wages required by the contract, the Economic Development Administration may, after written notice to the Contractor, sponsor, applicant, or Owner, take action as may be necessary to cause the suspension of any further payment, advance, or guaranty of funds until such violations have ceased. 02 276 Page: B-11 5-16 PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto will be maintained during the course of the work and pre served for a period of three years thereafter for all laborers and mechanics working at the EDA pro- ject site, or under the United States Housing Act of 1937 or under the Housing Act of 1949, in the con- struction or development of the project. Such re- cords shall contain the name and address of each employee, his/her correct classification, rate of pay (including contributions or costs anticipated of the types described in Section 9 (b) (2) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (~) (1) (iv) that the wages of any laborer or mechanic include the amount of any costs reason- ably anticipated in providing benefits under a plan program described in Section 1 (b) (2) (B) of the Davis-Bacon Act the Contractor shall maintain re- cords which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, plus records which show the costs anticipated or_the actual cost incurred in providing such benefits. The Contractor shall submit weekly a copy of all pay- rolls to the Owner on DOL Form WH-347 or equivalent. The copy shall be signed on the reverse side by the employer or his/her agent indicating that the pay- rolls are correct and complete, that the wage rates contained therein are not less than those determined by the Secretary of Labor and that the classifications set forth for each laborer or mechanic conform with the work he/she performed. This submission is re- quired under this contract and the Copeland regula- tions of the Secretary of Labor (29 CFR Part 3) and the filing with the initial payroll or any subsequent payroll of a copy of any findings by the Secretary of Labor under 20 CFR 5.5 (a) (1) (iv) shall satisfy this requirement. The Prime Contractor shall be respon- sible for the submission of copies of payrolls of all subcontractors. The Contractor shall make the records required under the labor standards clause of the con- tract available for inspection by authorized repre- sentatives of the Economic Development Administration and the Department of Labor, and shall permit such 02 2~~ Page: B-12 representatives to interview employees during working hours on the job. 5-17 APPRENTICES AND TRAINEES Apprentices will be permitted to work as such only when they are registered, individually, under a bona fide apprenticeship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and Training, U. S. Department of Labor; oz, if no such recognized agency exists in a State, under a program registered with the Bureau of Apprenticeship and Training, U. S. Department of Labor. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the Contractor as to his/her entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not a trainee as defined in Section S-le herein and is not registered~as above, shall be paid the wage rate determined by the Secretary of Labor for the classifi- cation of work he actually performed. The Contractor or subcontractor shall be required to furnish to the Owner written evidence of the registration of his/her program and apprentices as well as of the appropriate ratios and wage rates for the area of construction prior to using any apprentices on the contract work. Trainees will be permitted to work as such when they are bona fide trainees employed pursuant to a program approved by the U. S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, and when the subparagraph below is applicable, in accordance with the provisions of Part 5, Subpart A, Title 29, Code of Federal Regulations. On contracts in excess of 510,000, the employment of all laborers and mechanics, including apprentices and trainees, as defined in Section 29 CFR 5.5 shall also be subject to the provisions of Part 5, Subpart A, Title 29, Code of Federal Regulations. Apprentices and trainees shall be hired in accordance with the require- ments of Part 5, Subpart A. The provisions of Sections 5-14, 5-15, and 5-17 shall be applicable to every invitation for bids, and to every negotiation, request for proposals, or request for quotations, for an assisted con- struction contract, and to every such contract entered into on the basis of such invitation or 02 27 Page: B-13 negotiation. Part 5, Subpart A, Title 29, Code of Federal Regulations shall constitute the con- ditions of each assisted contract in excess of 510,000, and each Owner concerned shall include these conditions or provide for their inclusion, in each such contract. These "Supplemental General Conditions" shall also be included in each such contract. 5-18 COPELAND "ANTI-KICKBACK" PROVISIONS The Contractor shall comply with the Copeland Regulations (29 CFR Part 3) of the Secretary of Labor which are herein incorporated by reference. 5-19 SUBCONTRACTS The Contractor shall insert in any subcontracts these same."Supplemental General Conditions." 5-20 TERMINATION AND DEBARMENT A breach of any one of the Sections 5-15 through 5-19 may be considered by the Owner and by the Economic Development Administration as grounds for termination of the contract and for debarment as provided in 29 CFR 5. 6. 5-21 OVERTIME REQUIREMENTS No Contractor nor any subcontractor contracting _°or any .part of the contract work which may require ..= involve the employment of laborers or mechanics shall require or permit any lab any workweek in which he/she is work to work in excess of forty unless such laborer or mechanic at a rate not less than one and basic rate of pay for all hours in such workweek. ~rer or mechanic in employed on such hours in such workweek receives compensation one-half times his/her in excess of forty hours In the event of any violation of the clause set forth in the subsection above, the Contractor and any subcontractor responsible therefor, shall be liable to any affected employee for his/her unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or territory, to such District of Columbia or to such territory) for liquidated damages. Such liquidated 0z 27s Page: 8-14 damages shall be computed with respect to each individual laborer or mechanic employed in violation of the clause set forth above in the sum of 510.00 for each calendar day on which such employee was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth above. The Economic Development Administration may withhold or cause to be withheld, from any monies payable on account of work performed by the Contractor or subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilities and liquidated damages as provided in the clause set forth above. The Contractor shall insert in all subcontracts the clause set forth above in this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts that may, in turn, be made. 5-22 EQUAL EMPLOYMENT OPPORTUNZTY No person in the United States shall, on the grounds of race, color, national origin, age, physical handicap, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial. assistance; Reference Title VZ of the Civil Rights Act of 1964 (42 USC 2000d) and Section 112 of Public Law 92-65, Age Discrimination Act of 1975 (42 USC 6102) and Section 504 of the Rehabilitation Act of 1973 (26 USC 794). Form ED-503 The Owner and all Contractors, subcontractors, suppliers, lessees and other parties directly participating in the Recipient's project agree that during and in connection with the associated agreement relating to the Federally assisted program, (i) they will comply, to the extent applicable, as Constractors, subcontractors, lessees, suppliers, or in any other capacity, with the applicable provisions of 13 CFR 311 and the Regulations of the United States Department of Commerce (Part 8 of Subtitle A of Title 15 of the Code of Federal Regulations) issued pursuant to Title VZ of the Civil Rights Act of 1964 (P. L. 88-352), and will not thereby discriminate against any person on the grounds of race, sex, color, age, or national origin in 02 Page: B-15 their employment practices, in any of their own contractual agreements, in all services or accommodations which they offer to the public, and in any of their other business operations, (ii) they will provide information required by or pursuant to said Regulations to ascertain compliance with the Regulations and these assurance, and (iii) their non-compliance with the nondiscrimination requirements of said Regulations and these assurances shall constitute a breach of their contractual arrangements with the Owner whereby said agreements may be cancelled, terminated 'or suspended in whole or in part or may be subject to enforcement otherwise by appropriate legal proceedings. Executive Order 11246, 3 CFR 339 (1965) (Equal Opportunity Clause). During the performance of this contract, the Contractor agrees as follows: a. The Contractor shall not discriminate against any employee or applicant for employment because of age, race, color, religion, sex, handicap, or national origin. The Contractor shall take affirma- tive action to ensure the applicants are employed, and that employees are treated during employment, without regard to their age, race, color, religion, sex, handicap or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensa- tion; and selection for training, including appren- ticeship. b. The Contractor agrees to post in conspicuous places available to employees and applicants for employment, notices to be provided by the Grantee setting forth the provisions of this nondiscrimination clause. c. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants shall receive considera- tion for employment without regard to race, color, religion, sex, or national origin. d. A notice to be provided by the Grantee shall be sent to each labor union or representative of workers with which he/she has a collective 276 02 276 Page: H-16 bargaining agreement or ocher contract of understanding, advertising the labor union or workers'. representative of the Contractor's commitment under Section 202 of Executive Order No. 11246 of September 24, 1965, and copies of the notice shall be posted in conspicuous places available to employees and applicants for employment. e. The Contractor shall comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of rules, regulations, and relevant orders of the Secretary of Labor. f. The Contractor shall furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his/her books, records, 'and accounts by the Economic Development Administration and the Secretary of Labor for purpose of investigation to ascertain compliance with such rules, regulations, and orders. Each Contractor and subcontractor of federally financed construction work is required to file an Equal Employment Opportunity Employer Information Report (EEO-1) on Standard Form 100, annually on March 31. Forms and instructions are available at the EDA Regional Offices. q. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 1124E of September 24, 1965, and such other sanctions may be imposed (and remedies involved) as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. h. The Contractor shall include the provisions of paragraphs a. through g. in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 203 of Executive order 02 ?7s Page: 8-17 No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor shall take such action with respect to any subcontractor or purchase order as the Economic Development Administration may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the Grantee/Borrower, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. i. Exemptions to Above Equal Opportunity Clause (41.CFR Chap. 60): (1) Contracts and subcontracts not exceeding $10,000 (other than Government bills of lading) are exempt. The amount of the contract, rather than the amount of the Federal financial assistance, shall govern in determining the applicability of this exemption. (2) Except in the case of subcontractors for the performance of construction work at the site of construction, the clause shall not be required to be inserted in subcontracts below the second tier. (3) Contracts and subcontracts not exceeding 510,000 for standard commercial supplies or raw materials are exempt. Exhibit B 02 2~6 Page: B-18 STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (EXECUTIVE ORDER 11246 et seq) 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941. d. "Minority" includes: (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of S10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U. 5. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with 02 27s Page: B-19 that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or subcontractors toward a goal in an approved ?lan does not excuse any covered Contractor's or subcontractor's failure to make good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in Paragraphs 7a through p of these specifications. The goals set for the Contractor in the solicitation .from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. T_n order for the nonworking training hours of apprentices and =rainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the II. S. Department of Labor. 7. The Contractor shall take specific equal employment opportunity. The Contractor's compliance with these upon its effort to achieve maximum The Contractor shall document these implement affirmative action steps following: a. Ensure and maintain a working harassment, intimidation, and affirmative actions to ensure evaluation of the specifications shall be based results from its actions. a efforts fully, and shall at least as extensive as the environment free of coercion at all sites, and in 02 276 Page: B-20 all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two oz more women to each contraction project. The Contractor shall specifically ensure that all superintendents and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority and female referral from a union, a recruitment source ar community organization and of what action was taken with respect to each such individual. Zf such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Regional Director when the unior. or unions, with which the Contractor has a collective bargaining agreement, have not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under Paragraph 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy 02 276 Page: B-21 manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minozity and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where constructior. work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility foz hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsi*_e supervisory personnel such as Superintendents, Supervisors, etc., pzior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, and providing written notification to, and discussing the Contractor's EEO policy with, other Contractors and subcontractors with whom the Contractor anticipates doing business. i. Direct its recruitment efforts, both oral and written, to with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by an}• recruitment source, the Contractor shall send written notification to organizations such as the above, describinc the openings, screening procedures, and tests tc be used in the selectior. process. j. Encourage present minority and female employees to recn:it other minority persons and women and, where reasonable, provide after-school, summer and vacation employment to minority and female youth both on the site and ir. other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 14 CFR Part 60-3. 1. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to 02 276 Page: B-22 prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all per- sonnel and employment-related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations oP offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (Paragraph 7a through p). The efforts of a contractor association, joint contractor-union, contractor community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under Paragraph 7a through p of these Specificationa provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and nonminority. 02 27s Page: B-23 Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). l0. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such. sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in Paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. Zf the Contractor fails to comply with the req•,;irements of the Executive Order, the implementing requlatiors or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment-related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof, as may be required by the Government and to keep records. Records shall at least'include for each employee the name, address, telephone numbers, construction trade union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 02 276 Page: B-24 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application or requirements for the hiring of local or other area residents (e.q., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 16 ._ The goals for minority and lemale participation in each trade will be furnished by the Economic Development Administration of the II. 5. Department of Commerce. Q2 276 - 5-23 OTHER PROHIBITED INTERESTS Page' B-25 No official of the Owner who is authorized'in such capacity and on behalf of the Owner to negotiate, make, accept or approve, or to take part in negogiatinq, making, accepting, or approving any architectural, engineering, inspection, construction or material supply contract or any subcontract in connection with the construction of the project, shall become directly or indirectly interested personally in this contract or in any part hereof. No officer, employee, architect, attorney, engineer, or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the project, shall become directly or indirectly interested personally in this contract or in any part thereof, any material supply contract, subcontract, insurance-contract, or any other contract pertaining to the project. 5-24 EMPLOYMENT OF LOCAL LABOR The maximum feasible employment of local labor shall be made in the construction of public works and development facility projects receiving direct Federal grants. Accordingly, every Contractor and subcontractor undertaking to do work on any such project which is or reasonably may be done as on-site work, shall employ, in carrying out such contract work, qualified persons who regularly reside in the designated area where such project is to be located,'or in the case of Economic Development Centers, qualified persons who regularly reside in the center or in the adjacent or nearby redevelopment areas within the Economic Development District, except: a. To the extent that qualified persons regularly residing in the designated area or Economic Development District are not available. b. For the reasonable needs of anv such Contractor or subcontractor, to employ supervisory or specially experienced individuals necessary to assure an efficient execution of the Contract. c. For the obligation of any such Contractor or subcontractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that in no event shall the number of non-resident persons employed under this subparagraph exceed twenty percent of the total number of employees employed by such Contractor and his/her 02 z7s Page: B-26 subcontractors on such project. Every such Contractor and subcontractor shall furnish the United States Employment Service Office in the area in which a public works or development facility project is located with a list of all positions for which it may from time to time require laborers, mechanics, and other employees, the estimated numbers of employees required in each classification, and the estimated dates on which such employees will be required. The Contractor shall give full consideration to all qualified job applicants referred by the local employment service, but it is not required to employ any job applicants referred whom the Contractor does not consider qualified to perform the classification of work required. The payrolls maintained by the Contractor shall contain the following information: full name, address, and social security number and a notation indicating whether the employee does, or does not, normally reside in the area in which the project is located, or in the case of an Economic Development Center, in such center or in an adjacent or nearby redevelopment area within the Economic Development District, as well as an indication of the ethnic background of each worker. The Contractor shall include the provisions of this condition in every subcontract for work which is, or reasonably may be, done as on-site work. 5-25 The Con ctor shall supply, erect, and maintai a project sign (Exhi I) according to the specificat' ns set forth below: EDA SITE SPECIFICAT S Size: Sign A: 4' x 8' x 1 " Sign B: Materials: Face: Sig - 1/4" to eyed -S' n B - 9/40 or gr e (or exterior) side only) 4' X 8' x 3/4" Masonite r shop sanded R1,~wood (one ign A - 2" x 4" nominal on four sides 02 27s Page: B-27 center cross bracing center cross bracing only Sugports: 4" x 4" x 12' nominal post Asseneply: Sign A: 2" x 4" frame to fit 4' x 8' board wi 2" x 4" cross braces ; ~,~ Sign B: To be mounted directly to the 4" x 4" post, with cross bracing Mounting: SZ ns A and B are to b mounted to the 4" 4" po with a 3/8" minimum bolt and nut, bur on each side of the sign. Each nolt is t have two washe s, one between the sign and the ead of the bolt a the other between the post nd the nut. Erection: 4" x 4"'p sts are to be set deep into ncrete 12" in d Paint: Face: Three cots outdoor Rear: One coat tdoor en Colors: Crimson Red, Star7( Specifically, whit "for your communit "PROVIDED BY EQUAL partnership with t: COPII~SERCE - Economi in black. "By w four feet €1 (sprayed) (sprayed) White nd Royal Blue. bac round; "JOBS" in red; i blue; "EDA" Ingo and OP ORTUNITY EMPLOYERS, in U. S. DEPARTMENT OF Deve opment Administration" .ing to ether we can provide economic opport ities for ericans" in black. Lettering: Silk ser en enamels. Letter' g sizes and posit ning will be as illus ated. Project signs wil not be erected on public 'ghway rights-of-way. Location and fight of signs will be coordinated ith the agency respo ible for highway or street safety in the area, if an possibility exists for obstruction to affic line of s' ht. If, at a end of the project, the sign is reusable, it shall a disposed of as directed by the EDA Regional Offi e. Whe ever EDA Site Sign,specifications conflict with State la or local ordinances, the EDA Regional Director may dify such conflicting specifications so as to comply with hat State law or local ordinance. '02 27~ Page: 8-28 5-26 HISTORICAL AND ARCHAEOIAGICAL DATA PRESERVATION ACT OF 1974 The Contractor agrees to facilitate the preservation and enhancement of structures and objects of historical, architectural or archaeological significance and when such items are found and/or unearthed during the course of project construction, to consult with the State Historic Preservation Officer for recovery of the items. Reference: National Historic Preservation Act of 1966 (80 Stat 915, 16 USC 470) and Executive Order No. 11593 of May 31, 1971. 5-27 CLEAN AIR ACT OF 1970, ET SEQ. AND FEDERAL WATER POLLUTION CONTROL ACT AS AMENDED BY THE CLEAN WATER ACT OF 1977 The Contractor agrees to comply with Federal clean air and water standards during the performance of this contract and specifically agrees to the following: a. The term "facility" means (a) any building, plant, installation, structure, mine, vessel or other floating craft, location or site of operations; (b) owned, leased, or supervised; (c) by the Contractor and the subcontractors; (d) for the construction, supply and service contracts entered into by the Contractor; b. that any facility to be utilized in the accomplishment of this contract is not listed on the Environmental Protection Agency~s List of Violating Facilities pursuant to 40 CFR, Part 15.20; c. that in the event a facility utilized in the accomplishment of this contract becomes listed on the EPA list, this contzact may be cancelled, terminated, or suspended in whole or in part; d. that it will comply with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Water Pollution Control Act relating to inspection, monitoring, entry, reports, and specified in Section 114 and Section 308, respectively, and all regulations and guidelines issued thereunder; e. that it will promptly notify the Government of the receipt of any notice from the Director, Office of `02 276 Page: B-29 Federal Activities, Environmental Protection Agency, indicating that any facility utilized or to be utilized in the accomplishment of this contract is under consideration for listing on the EPA List of Violating Facilities; f. that it will include the provisions of Paragraphs a. through g. in every subcontract or purchase order entered into for the purpose of accomplishing this contract, unless otherwise exempted pursuant to the EPA regulations implementing the Air or Water Acts above (40 CFR, Part 15.5), so that such provisions will be binding on each subcontractor or vendor; g. that in the event that the Contractor or the subcontractor for the construction, supply and service contracts entered into for the purpose of accomplishing this contract were exempted from complying with the above requirements under the provisions of 40 CFR, Part 15.5 (a), the exemption shall be nullified should the facility give rise to a criminal conviction (see 40 CFR 15.20) during the accomplishment of this contract. Furthermore, with the nullification of the exemption, the above requirements shall be effective. The Contractor shall notify the Government, as soon as the Contractors' or the subcontractors' facility is listed for having given rise. to a criminal conviction noted in 40 CFR, Part 15.20. 5-28 USE OF LEAD-BASED PAINTS ON RESIDENTIAL STRUCTURES If the work under this contract involves construction or rehabilitation of residential structures, the Contractor shall comply with the Lead-based Paint Poisoning Prevention Act (see 42 U.S.C. 4831). The Contractor shall assure that paint used on the project on applicable surfaces does not contain lead in excess of the precentages set forth in Paragraphs (a) and (bj of this section. In determining compliance with these standards, the lead content of the. paint shall be measured on the basis of the total nonvolatile content of the paint or on the basis of an equivalent measure of lead in the dried film of paint already applied. (a) For paint manufactured after June 22, 1977, paint may not contain lead in excess of 6 one-hundredths of 1 percent (.00006) lead by weight. (b) For paint manufactured on or before June 22, 1977, 02 276 Page: 8-30 paint may not contain lead in excess of five-tenths of 1 percent lead by weight. As a condition to receiving assistance under the Act, recipients shall assure that the restriction against the use of lead-based paint is included in all contracts and subcontracts involving the use of Federal funds. Definitions (1) "Applicable surfaces" are those exterior surfaces which are readily accessible to children under ~ years of age. (2) "Residential structures" means houses, apartments, or other structures intended for human habitation, including institutional structures where persons reside, which are accessible. to children under 7 years of are, such as day care centers, intermediate and extended care facilities, and certain community facilities. Exhibit H ASSEMBLY OF MASONITE SIGN Exhibit B n~ ~~~ P °~~32~s Exhibit B 02 276 Pagie : 8 -33 /4" s• MASONITE~ ~ a-+{ ~ ~ I ~ m e io a m ~ _. I z -- z f' . N 'I I r -D• etG ~ ~ ?%~ C V S off- yQ R i $~ ;~ ~ Z ~~ • !,' ~ C ~ w OA s°'~ e~ c 4' C i ro f7 ~• b ~ ': ~p~; 6 • • D yti ~~ ~p •`` 0 -• ~ 2" ~ Z.. SIGN-A SIGN-B Exhibit 8 3/4" PL1'W000 ~r ^~ c .~ F Q 0 '.i~~$ ~I V .~ 0 e a ~s a ~ ~ w Q ~ c ~ U C W [~1 .-~ m gam: s-~; W J Q v N E~hihit.Ii 02 276 Y V Q ' J m W J 0 1 I I ~ ~~ 1 I ~ I 1 Ni L ~' ~ N 1~ n ~ •I tD N 1. s o \1 ~ N : S to J Ir ~ _ ~ f' V 2 I ~ 1f i ^~iV ~\ ~ ^ ~ ~~ V 1 t0 aooe: &3S 0 2 2 7 6 ~, 02 276 /. a ~ b O y V .U b V a~ J o m ~~ ~ °¢ O ~+ ° a I- o E o ~ 4 e 0 b ~~ ~ N u ~~C ~- Q ~ m M = ~ w ~ Cc ~v .~ ~~ '~ i ~o ~av ~~~ r. Ft7 C z ~3 a H 3 ~: aE C y O ~ ~~~~ 3- S ~ ~7 ~N V 3~ y t ~~C >^, b ~ $ d O O go C a 0 • }a1~ Y U V ~ C W > c m ~ b ~-`-~ m gam: s-~ N Eahihi~ Q r.,~: s.~ 0 2 2 7 6 z 0 ~o QW m U¢ •• Y ~ ~ U Q J m .._ W IJLI1 ~1 ~1 ~1~ / ZH_ _ J ~ 11 ~ ~S J W Q Y¢ Z ~ ~~ ~ ~ / mfg) N - . --•~ 2 U W ~ - . _.. ... ^ \ J ~ ~ N ~ m J ~ N pQ C7 Y N - ~ ~2 W J Q\ \~\ a 1 ITT j~,~ ~,: M .~ ~ " ~ ~.: ~. N a~ . I i~--I}+E---I a N N 1 .. i 1 t ~~ ~ N ~~ ~ S - ~ ~ ^" F1 H F1 F :~ i .i .i .i ~ - N ~ .- 02 2zs EXHIBITS EXHIBIT A Core Report and Standard Drawings Ciry of San Bernardtno 300 North "D" Street San Bernardino, California 92506 Attention: Mr. Jarb Thaipejr Subject: Asphalt Concrete Coring Art Townsend Drive and North Otto Gericke Drive San Bernardino, California Dear Mr. Thaipejr: As per your request, representatives of this firm cored the pavement along the subject alignment January 26, 2000, in order to obtain information relating to the thickness of the asphalt concrete (AC). Three core samples were taken. In the areas sampled the asphalt concrete was underlain by native soil. The samples were returned to the laboratory for measurement. The areas cored and sampled were selected by representatives of the City of San Bernardino. ~ • H • ~ • INCORPORATED 2 ~ 7 `' P.O. Box 231, Colton, CA 92324-0231 1355 Cooley Dr., Colton, CA ad~D Phone (909) 824-7210 Fax (909) 824-7209 JAN 212ii00 January 27, 2000 CITV OF SAN BERNAROINO DEVELOPMENT SERVICES DEPARTMENT Job No. 00068-1 SOILS ENGINEERING GEOLOGY ENVIRONMENTAL MATERIALS TESTING iEVALUATION CONSTRUCTION INSPECTION 02 276 C•[~• ~• Page No. 2 Job No. 00068-1 The measured thickness of the AC is indicated below: Core No.: 1 2 Location Art Townsend Dr. Art Townsend Dr. 100' North of 150' East of Del Rosa Ave. North Otto Gerick Dr Thickness (ftl AC 0.54 0.81 Underlying Native Native Material Soil Soil 3 North Otto Gericke Dr. 100' North of Art Townsend Dr. 0.31 Native Soil We trust this information is as requested. Should you have any questions, please feel free to contact this firm at your convenience. Respectfully submitted, C.H.J., INCORPORATED No. 443 aF BW/RJJ:11 Distribution: City of San Bernardino ~~ ~~~ Ben Williams. Senior Staff Epgineer Y- Robert J. Johnson, G.E. 443 Senior Vice President (4) JUN-08-2001 16:09 CAL WEST CONSULTANTS BORING SUMMARY NO. A LOCATION: Sta. 46+50, Art Townsend Dr., 350'+/_ West of Del Rosa Dr. Fa920 P.002/006' 02 276 DATE DRILLED: 05/21/01 ~ ~ ~ _ ~ ~' ~ MATERIAL DESCRIPTION o z ~ ~`~ ~ ~ a ~ ~ ,~ e r '' ~ a ~ ~ 4 o ~ ~' ~ $ o c m Ac r 1 SJry Sand, Fne to Medium Slightly Dry Lignt Brown D ense 2 Dads Brown 30 3 Ring 30 10.6 185.7 85 4 Brown 5 Ring 30 15.3 90.8 79 , 6 7 15 8 Ring 3 5.4 106.6 90 Red-Brown g Sand Fine b Medium Bmwn Silty Sand, Fine &adc 10 Ring 26 19.0 81.5 71 11 13 , 12 13 Ring 27 15.6 932 79 14 Send with GravN, FYre to Coarse Sight to Reddish 15 Moderatery tkovm Dense 16 Ring 19 5.7 105.0 &5 17 END BORING AT 1fi.5 FEET NO FREE GROUNDWATER 1$ ENCOUNTERED 19 20 21 22 23 24 25 'ng = 2.5' O.D. Ring Sampler PT =Standard Penetration Test Art Townsend Drive and Otto Gericke Drive Ew4iBt7 for the City of San Bernardino NUMBER 1 CAL-WEST Consultants JOB NUMBER: 342.069 JUN-08-2001 16:09 "CAL WEST CONSULTANTS BORING SUMMARY NO. B LOCATION: Sta. 43+00, Art Townsend Dr., 700'+/_ West of Del Rosa Dr ra9zu N.uosiou6 02 276 DATE DRILLED: 05/21/01 at ~ ~~ 2 ~ y MATERIAL DESCRIPTION ~ 2 h o o ~ ~ Q ~ ~ U W f ~ s~ a o ~ ,°> °~ om' U 0 O m O O ' Q ~ m ri AC 5.5' 1 .Base Grave Sand F•Coarse Moderately Dry Gra Silly Sand, Fine to Medium Dense Dark Brown 2 23 3 Ring 23 4.9 101.7 86 SrghBy Reddish 4 Moist Brown 5 Ring 14 20.3 91.1 7 37 6 Sandy Sttt, Fne Moist Brown 7 8 Ring 31 24.0 93.6 74 Sand, Fine b Medium Slighdy Moist 9 10 Ring 72 7.7 77.3 fig 11 12 13 Ring 25 4.7 102. 91 Sgly Sand, Flne to Medium Blade 14 Sand, Fine fo Coarsa Moist Gray Brain 15 Ring 40 3.7 118.0 95 16 17 END BORING AT tfi.5 FEET NO FREE GROUNDWATER 1g ENCOUNTERED 19 20 21 22 23 24 25 ' g = 2.5' O.D. Ring Sampler PT =Standard Penetration Test Art Townsend Drive and Otto Gericke Drive FxHIBrT for the City of San Bernardino NUMBER: 2 CAIrWE$T COnsUlcantS ,IOB NUMBER: 342.069 JUN-08-2001 I6: 10 CAL WEST CUNSULIANIJ tayzU f.UU4/UUb BORING SUMMARY NO. C Q 2 2 7 6 LOCATION: Sta. 22+90, Otto Gericke Dr., 200'+/- North of Art Townsend Dr. DATE DRILLED: 05!21!01 a ~ W 2 ~ ~ O MATER E ° ~ IAL D SCRIPTION 2 h ~ o ~ ~ o Cz i ri ~ Vti g~ OJ' tiQ~ W a ~ oo °'- '-~' S~ ° 4 ° ~ o o m ~ o ~ c m Ac r 1 Sity Sand, Hire to Coarse Sfghtly Slightly Dads Brown Dense Moist 2 3 Rirp 1 5.0 106.5 90 27 4 $ Rlrp 17 15.4 96.1 51 Silty Sart4 Flne to Medium Red-Brown 6 7 27 $ Rirg 12 2.2 81.1 77 9 10 Rin 61 34.2 95.2 &T S San Fine F Ve Mo's[ Dk &n-Bk Sand. Flne to Medum Blighty Sightly Brown 11 Dense Moist 12 13 Ring 21 4.3 110.6 59 Silly Sand, Fne Mdst 14 1$ Sand with Gravel, Fire to Coarse Dmu Slightly Rlnp 102 1. 112.4 91 Moist 16 17 END BORING AT 16b FEET NO FREE GROUNDWATER 1$ ENCOUNTERED 19 20 21 22 23 , 24 2$ ~ng = 2.5' O.D. Ring Sampler PT =Standard Penetraion Test Art Townsend Drive and Otto Geridce Drive O(111BR for the City of San Bernardino NUMBER: 3 C:1IrWEST Consultants JOB NUMBER: 342.069 JUN-08-2001 16:11 CAL WEST CONSULTANTS FIt920 P.006/006 02 276 MAXIMUM DENSITY-0PTIMUM MOISTURE CHECK POINT ASTM D-1557 MAXIMUM OPTIMUM DATE BORING DEPTH DENSITY MOISTURE SAMPLED NUMBER IN FEET SOIL DESCRIPTION PCF °(~ 05121101 A 9.0 - 12.0 Brown, Silty Sand, with a Trace of Clay 114.9 14.1 05/21101 B 12.5 - 13.5 Brown, Sandy Sitt 112.5 15.2 05/21101 C 4.5 - 8.5 Yellow, Silly Sand, with a Trace of Clay 118.2 9.1 05!21/01 D 0.0 - 5.0 Brown, Silty Sand 124.0 8.3 SUMMARY OF LABORATORY TESTING For tYe Gty NSa aeruurdiw Ecbibit 5 Number. DATE: June 143001 SCALE: Noue Job NunOu;r. 342069 CAL-WEST Consultants Consulting Engineers TOTAL P.006 JUN-08-2001 16:11 CAL WEST CUNSULIANIS BORING SUMMARY NO. D LOCATION: 'Sta. 25+50, Otto Gericke Dr., 540'+/_ North of Art Townsend Dr Fa920 P.005/006 02 276 DATE DRILLED: 05121!01 ~ a ~ ~ ~ x o o ~ ? ~ 2 ~ ~ Q MATERIAL DESCRIPTION ~ o~ o~ = o a 3r- ii vS o ~; ' > ~' ~ m ~ ~ ~ S~ U O ~t ~i O ~i N O C Si Sand Fine to m Slightly D Brown 1 Dense 2 3 Ring 12 7.7 97.6 7 34 4 $ Ring 19 2.1 102.0 B2 Send. Fine to Coarse Moisl Red-Broom 6 7 8 Rng 25 5.6 91.3 77 Sand with Sdt, Fine b Medium Dry Gray-Brown 9 10 Ring 31 1.7 109.1 88 11 12 Ring 32 No Reeo Sample Not ReWmed 13 14 15 16 Ring 27 0. 105.8 90 1 ~ END BORING AT 1fi.5 FEET NO FREE GROUNDWATER 18 ENCOUNTERED 19 20 21 22 23 24 25 ing = 2.5' O.D. Ring Sampler PT =Standard Penetra0on Test Art Townsend Drive and Otto Geridce Drive DOilalT for the City of San Bernardino NUMBFJ2 4 CAUWE3T COnsul[an[S JOB NUMBER: 342.069 MAR-23-02 14:44 FROM:GSB PUBLIC NORKS DIVISION .. ~~ February 9, 2001 LN. 342.067 Ciry of San Bernardino Public Works Division 300 North D Street San Bernardino, CA 92418-0001 ATTN: Rick Aspril 1tE: Structural Street Section Design Art Townsend Drive and Otto Gericke Drive San Bernardino International Airport San Bernardino, California Dear Rick: TESTING 8 INSPECTION Ronald F. Carducci, P.E._ `~J~ (~ r///~~- (~/ i I ((( 2 At your request, we have obtained samples of the subgrade soils within the proposed improvement project of Art Townsend Drive and Otto Gericke Drive at the San Bernardino International Airport. A total of four samples were obtained. Two samples were taken by coring the asphalt pavement and sampling the underlying soil. Core C-9 was taken in the pavenienf ~f Art Townsend Drive, 195 :::et Vest of Del Rosa Avenue and 25 feet north of the south curb. Core C-10 was taken on the proposed alignment of Otto Gericke Drive. The core was taken in the parking lot north of Art Townsend Drive and was located 1,000 feet west of the centerline of Del Rosa Avenue and 98 feet north of the centerline of Art Townsend Drive. Boring B-1 was taken 600 feet west of Del Rosa Avenue and 8 feet south of the south curb in the parkway just south of the sidewalk. Sample B-2 was taken in the field just south of Third Street on the proposed alignment of Otto Gericke Drive. It was located 1,000 feet wrst of Del Rosa Avcnuc and 500 feet north of Art Townsend Drive. CAL-WEST Consultants 12210 MICHIGAN AVE. • SUITE 26 • GRAND TERRACE, CA 92313-5476 Phone (909) 8241777 • FAX (909) 783.3608 E•Mail: engineer®esl-west.com ID=9093845355 PAGE 2/E O CONSTRUCTION MATERIALS ENGINEERS MAR-21-02 19 :95 FROM=C56 PUBLIC NORK9 DIVISION City of San Bernazdino February 9, 2001 Page 2 ID:9093895155 PAGE 3/E 02 276 A summary of the core thicknesses, sand equivalents, and moisture contents of the various materials is presented on Exhibit 1. Aggregate base was not observed in either core location. The sample of soil from test location ]3-2 was subjected to R-value testing in accordance with California Test Method 301. The results of those tests are presented on Exhibit 3. Based upon the results of our laboratory tests and on a Traffic Index of 9.0 received from your office, we have determined a recommended structural section for this project. Our reeommeitded structural section is presented on Exhibit 2. We hope this information is sufficient for your needs at this time. If you have any questions, please contact this office. Very truly yours, ~''~"`\ . .. - `' ~ ~ ~ I ' 1 ~ ~ :.r-r_ ~.. i onald F. Carducci, P.E. Materials Engineer RFC:slsvsz.oa~ oz-oo-0I swain smI s~u~ nh;y~ Attachments MAR-21-02 14:45 FROM=CSB PUBLIC WORKS DIVISION ID:9093845355 PAGE 4/E '. ryry n O G 2 r CA TEST 217 AC CORE DATE SAMPLE SAND PERCENT THICKNESS SAMPLED DESCRIPTION EQUIVALENT M t T RE CHES 02/03/01 B•1 36 4.7 02/03/01 6-2 36 7.4 r 02/03/01 G9 50 9.9 61/2 02/03/01 C-10 41 8.2 1314 SUMMARY OF LABORATORY TESTING An Towhead ad 034 Cericke Street Improvcmeats Se^ 8ernar0loo, Cdifirnla EsbiDft FertYeCi sfSaaseraardfue Rt1~r' I DATE: February 9.:001 SCALE: None lob Number: 341067 CAL-WEST Consultants Consulting Engineers MAR-21-02 14=45 FROM:CSB PUBLIC 4lORItS DIVISION ID:9093845155 FLEXIBLE PAVEMENT DESIGN Art Townsend Dr. and Otto Gericke Dr. T. I. = 9.0 received from Rick Aspril. R-Values of Basement Soil = 74 (by exudation) DESIGN R-VALUE = 60 R-Value of Aggregate Base (AB) = 78 Gfof Aggregate Base = 1.1 Grof.Asphalt Concrete Pavement =1.89 GE required over AB = 0.0032 * TI * (100-R) = 0.0032 " 9.0 * (100 - 78}-.0.63 R. Total GE required = 0,0032 * 9.0 • (100 - 60) =1.15 ft. Safety Factor (SF) not used for local street design. PAGE 5/E 02 27F Material in Gravel Equivalents (GE) (ft.) Formula Actual Design Thickness (RJ Asphalt Concrete (ACP) ................ 0.63 Aggregate Base (AB) ..................... 0.52 Total Section ................ 1.15 Required Used = 0.63 0.66 = 0.52 0.55 1.15 1.21 0.35 0.50 0.85 Therefore, we reconunend a structural section of 0.35 foot of Asphalt Concrete over 0.50 feet of Aggregate Base over the prepared subgrade, STREET IMI'ROVEMENTS OF ART TOWSEND pRIVE AND OTTO GERICKE DRIVE s~ asa.rdioo 1da~wwul woyon Fur16~Gty WSm Heovdino E7[klh0 ~ 8aau6:o, Glifami~ Nmnhrr, 2 DATE: FeArmry $, 2001 SGLE; ame Js- Na6er: M.067 CAL-WEST Consultantz Consulting Engineers MAR-21-02 34:96 FROM:CSB PUBLIC WORKS DIVISION ID=9093845155 PACE 6/6 A~~~ v '02 276 CA TEST 301 MOISTURE MOISTURE CONTENT EXUpATION DRY EXPANSION SAMPLE SPECIMEN COMPACTION PRESSURE pENSITY PRESSURE STABILOMETER 40CATION NUMBER P R NT PSI) P F PS -VALUE Care B-2 1 ~ 10.2 157 121.8 0 69 Otto Gerieke Drrve 2 9.7 _ r 341 121.1 0 75 3 9.5 494 121.1 0 78 4 9.2 796 121.1 0 78 r R•VALUE AT EQUILIBRIUM R-VALUE TRAFF_ IC INp€ 74 4.0+ SYJMMARY OF LABORATORY TESTING An Towasand qqd Otto Gsriekc S[rce[ [mprowa Sqn lkrngrdigq Cglihrniq For tAe Chy at5oq tiorogrdfno OATt: Februgry0,2001 BCALB: Nona cat-rvESr consultants Exbtbi3 Number: 3 Job Number: 3{2.067 Consulting Engineers cITY OP E?~ I STI NG -~----- -E~---- i't[yN'_- -s s -~c~--w- -l5"CONE--D - - Z"fN a- -T - - t2«iD.COME-tRL- -'! V E - ---514--- - - F• - _ =t5" ID PCG= -Y-X-X-X- ~OQ~-~ w....~~- p. ... y- nlr - ,nr ~ mr - Tr ~- .m. _ Y ~ ~... JLL. - .yL i- $ A td B E¢ I~ A QD I t110 gTA•P.l D/-. tZD O 2 2 7 TOPD~ QA i~HY SYMBOLS uuTS¢ LINe CITY LIIU1Ti ¢tONT OF WAY LINE EXIGTINGI 3GwS¢ tZt~TtIYG wATe¢ UwE ExlSTMG STORM Dt2sIN e~[tGTIMa GAg LINE NND~GD. TBL.COI.t>DU1T EY~ST. SQ.G:tG,aT10U LING; uND~UD. [LlcCRtC COND• " STREET LIGMTIN ti TIZAI+FIC StGNA ~~ Ft¢E ALA¢i,ti « CuwEt[T 60ARD FEn7cE 6A¢OCD WIRC FENCE. c-+Alty LINK FsNCc woven wfas piNCe P.C:C DLOCIS WALL ?ML¢OAfl TR%IC156 W EDGE DIQ~CTION FLOW DI¢T I~IQGCTIOW FLOW F'AV. TOP OF SLOPC TO! Or SI.oPe GuAaD ¢AtLIILLC'r P.c.c. sl~iwALK (DASI1ca) C.C. DaIVEWAY P r<,7 5N¢US K` ~u PALt~t ® ACC 4LA0 UMCQYfaLD TREE (DECIDUOUS Lvea~,atw (vtl.t,iTO) 6uILD+wci O SLWLO; MANHOLE O~~' SGwi¢ CLf AtJOUT QD STOQ.M OLAttJ LIAMNOLE QOC~T j TtI.EPbIONE WNNOLi OQ VAULT GO ~G j Lv1S MA-INOLi OR VDU LT O LWJ wATE¢ HANMOLE OQ YAULT O ~E ~ ELICTQIC MAMMOLG OQ VAVLT (~ PP" ELlCT¢lC OQ. TLLLPMONL POt.i ® LLECTG:iG TOws¢ E---- DOwN GuY ~ RIC(. MYaRANT pwM WATLE METElC WATE¢ VALYC 4A/S VALVft - ~ LLSCTftOtlf:a (u-gICSI~+r~ ~{ ~ LtiCTILoLti,Q ~OM AfiMST APit~ ~-O TaAFFIC ttdNAL /i G L TV/FIC S16NAL ~OM wIMT AiM~ D ~t• f O S 4 6~~ s}~ CITY OF SAN DEQNARDIIJO •PU BLIC Yv017J~~ DEET. I I F6X.L HOft TIIAr?1p /jta)A1AL CONTtiOLLTrL i TL.-t~Fte t:14rIAt. rsTecro¢ WALIf • WAIT SIGIIIAL i PAR1ftAIG MiTLfL ~ 7t/-FF(G SIGN STRBfST UTAML $1(~N ~ STOP 61Q~M ' ~ Qf:. C?O~i61N4 slfilJ ¢.¢, caosSlN4 SIrfIAL DlLTA ANGLE /01yT ! _ POINT ON TANGfiNT y •~ .w u.s•-.IA1L sox ` SE.CTIOt~1 COQNE¢ ? ~ I~4 CO¢AIEfL APF¢ovaa .mss... ~ .>, ty ~ ~ C~ a ~.L.' .'~L CITY ENGIGtEE:¢. .STANDARD tuo SO 02 276 .ORAL rorsa: z ROT[ eoRCRLrR NINT u AT Lux p1AMN COW01/D ]MLLE K /8~ 2~ 6 ^ i! RACIt IR><l020-a-20001 ANO NOLO 2000 F.l.l IR !/RATED IRINORMI.T ON ALL ~OKO a oATE. R1RN'AK] vRNNt TO LVAiORA ION Of OURgO[ WTER, i AT 'Q•4 y L L><FANSIOM JOINT! AT LNO RETURN] • OTRUOTUKO ND q,4 - PLAME JORiTO !VERY 10 FT. - ~ SLOOL uR m OR A! INOTRUCTLO. j - , R•Q q:~ 0.037 CU~YO. ~L~R Liu A • ` ~ ~. a TYPE °B° P.C.C. CURB 81 GUTTER R= TYPE IICII P.C.C. CURB 8 GUTTER !LOCAL STREETS WHEN APPROVED BY THE ENGINEER) i2' ~. 24" ..I _ . ^ ao5~ ccc ro. PER L/N. FT J ~,, -b- a o ~ •' ~ 0.03/ CU YO. • a PERL/.t/ FT 0.047 CL/. YO. PER L/N FT. - TYPICAL SECTION ROLLED CURB TYPE °A° tAPPROVD BY~TIHE CI~TLYICEN~INEE i P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED STANDARD TYPICAL SECTION- ~°~`~' IsBZ "°" P.C.C. CURB 8~ GUTTER c1T ENGI E R 200 02 276 O)I ti a /..$ PERM/SSABLE ALTE.PN.aT/vE EXP,4N5/ON JO/N T ./3 . CURB FACEM.4Y V.4~PYd000~PO/N6 ~ J /TD PL.4~t/ v ~uncTCiC rA j~OR /j~ -- FLOWL//E l E. C R. _ fZo ~~ ~/ 3' iT.P.4 /G.N r Ar on n c EXP,aNS/ON JD/NT _ PLAN. OF CROSS GUTTER .?= B F/LL W?.4ASP.tGOLT/C JO/NT SEALE.Q ~' `~ STEET TROWEL F/N/SN -~ i ~:.' EXPANSION JOINT NOTE ST.P.O/6NT 4RAOE BETWEEN B C R 'S MAY aE AL TE~PED ON EXCESS//E G~P,gDES. ~~ ~r cu ro. P. UN FT 36° P.C.C. CROSS GUTTER f LOCAL STREETS WHEN APPROVED BY THE ENGINEER ) CITY OF SAN BERNARDINO-PUBLIC WORKS DEPT. APPROVED 3611 & 7 211 CROSS GUTTER M°-4' 27 Isez No. 201 ~ Cc+n/GTL/C SECTION "A-A" .0~ 27~ v' ~' ~ - fe M/,t/ TYP/G4L LOLOT/LtiV %T/L/TY T,PENCN WF-.dCENEO PY.a~vE JO/NT CASE :4" P.PEFEQ~PED .S/L7EN.9L!' LOCAT/ON LOOSE 6.20YEL ~ A.C. 9~ "M/N. /.C.L• /A°Jy!/O/TED/N 71v/S,4,QEq dYOEWALK MAY BE U9E0: /•) WHEN FiPONTgGE /9 LESS T.SWN /Lb' gN0 /~'•4ME SECT/ON EX/ST3 QN BOTH S/OE3 OF LOT. I.) FOQ ME•4NDE,P/NG S/oEH/ALKS. ~~ -- - -~" GENE,Z4L NbTES: ev~.r..~x ~ ~ i) caNCw~TE cLwss -sm-c-rao0 ------ a~~ r.)NEARISVED/L4NE.XliVTl TOi`SITCN CU~d ..(9/NTAt OwPEGT6osY 77VE. EMB/N6E,Q. V I ~ CVP/.tt5 Q~iyPpG61/O ;lN•4~L aE fib/ IROInsBO ' !/.P10YE0 lwViR?,p~lLYONwc1 ~~ i/06N.ur EXiZ1SE0 ~ruw'~ces /tqc TO T1vE L EY.IJ'RE~7MN OF .triw'„~E .wTE,P. TYP/CAL S/DEI,/,4LK T,PANS/T/ON CITY OF SAN BERNARDINO PUBLIC WORKS DEPT SIDEWALK LOCA' A VED ISTD. N0. ,1983 202 02 276 TYPE I PLAN ONSITE DRIVE AIBLE ~--- CURB FACE X Y ' 0 S/~W.fL/C (0" 3.0' 2.0' ~ ~ A ~aE a 6 "P.C. C. - - -- wNE.eE .«.,NOF.en~nc ~. o y , . ~ ocruie5 .s/asWA/_x ~ +~ ES.Jf. i I ~~~ ~ -II~_~ _T~ ~a~~-fir- --~--- ~. !o I rrrr~ ~I I wZ I 3 ~V • E;e. /E, ~ I ~ ~F I of j ,e,~E EYIiTINf OR PROPO!!D .^ .~/q-E I I I r RID[tALK I CYRR PAC! Y x A ~ ~ EXIKIN• OR-ROPOiED PYLL XEIfNT CURR 1 F X 1 Y CURT ARD •UTTER (TYPICAL) 24' MIN. 36' MAX. TYPE ]I PLAN ONSITE DRIVE AISLE CURB FACE X Y 8 " 2. S' 1.0' 10" 3.0' 1.0' ns,~,vaFiativc~~ sic~w.rt,r ~ - 3 ~--- Z ` \ _ 3~ ' 0 3 lr~wsC 0 U N iy .c/ocE a y, •~ ~ a A ~ E^P Jr. m ~T~ _ I _I I I \ } ~I ~~i_ SCGL/Ni I t I 4NEf I I ~ . lrr~; '~ ~ N j I ~iCioGE v 1 y~ j .s/R.E r I M I I 1 ~.+~-GW.•1/~ J - ~,v~,PPOC~au~es --= -- ~iL^-~ _ ~~ .. M ~Ir~ ~ r f lKIETIN• OR PRO-OlED RID[~ALK CYRR -AC[~ ~ ~ I J i i \EKIfTIRi OR PRO-Ol ED ~Y; X ~ 3' A -f ry 3' X IY~ CURR AND RYTT[R PYLL NlIfMT 24' MIN . 36' MAX. ~ CYNR (TY-ICAL) ' CITY OF SAN BERNARDINO /PUBLIC WORKS DEPARTMENT APPROVED: ~t-2'7 166 STANDARD N0. 204 COMMERCIAL DRIVEWAY APPROACH s""~ ' me IuR ors 02 2? 6 PARKWAY WIDTH ~ G PROPERTY LINE !'MAX. 9.28' MIN. ql0' I4NO~e~r ON-SITE DRIVEWAY -------- w-vnaa ~- !LOPE ~ ~ %~ APT YAY. C s/ / /T• f- ~~ ~` \\ CgNPACTEO F~[[ ~9 ' Eft ..b.rt i SECTION A-A _ (FOR PARKWAYS 14' OR LESS) Pw~erw.or wiors~ G.eEATER THAN /.je' ~ f ~/.~oFE¢TY L/NE 9.Z5 M/.~/. S!O' / /Y-F1165 COPE iy[''/F7. '~.f ~F~~. ni ON f?E OIINEW.~Y f- 19 ~t E~ .b%nf C co~v~~cr~o Fiu SLOP. NoT 7b EXCEED /O,{ SECTION A - A (FOR PARKWAYS GREATER THAN 14') NOTES: 1. SCORING LINES SHALL BE EQUALLY SPACED AT 10' O.C. MAXIMUM. THEY SHALI. BE 3/4" DEEP AND SHALL BE PLAGED PRIOR Tn LOSS OF FREE WATER. 2. THE 4'-WIDE HANDICAP BY-PASS SHALL BE FP,EE OF OBSTRUCTIONS AND SHALL SLOPE NO MORc THAN 1/4" "rER FOOT. 3. DRIVEWAY APPROACH SHALL BE CONCRETE 520-C-2500 UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. IN INDUSTRIAL OR C011MERCIAL AREAS WHERE THE REQUIREMENT FUR SIDEWALK HAS BEEN WAIVED, THE 4'-WIDE RANUICAP BY-PASS SHALL EE DELETED. 5. TYPE II APPROACH SHALL dE USED TO FACILITATE INGRESS/EGRESS ON HIGH SPEED/HIGH VOLUME STREETS (35 MPH OR GREATER) WHERE DIRECTED BY THE CITY ENGINEER. CITY OF SAN BERNARDIWO/PUBLIC WORKS DEPARTMENT APPROVED Jas STANDARD COMMERCIAL DRIVEWAY APPROACH SHEET 2 CITY E INE OF 2 o~ z~n 0" CURB FACE 3 5/B MINIMUM THICKNESS APPROX. 3/4' GROOVIrIG DETAIL -~- CURB RAMP SECTION J CROSSWALKS PROV10E0 NOTES 1. CONSTRUCT P.C.C. IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THIS RAMP TO BE USED ONLY AT THE CENTER OF A CURB RETURN, WHICH IS THE PREFERRED LOCATION. OTHER DESIGNS ARE TO 8E APPROVED BY THE Cf1Y ENGINEER. 3. 'L" 3c 'X" SHALL BE CALCULATED BASED ON .CURB HEIGHT AND THE CROSS SLOPE OF SIDEWALK. 4. TYPICAL DESIGNATION ON IMPROVEMENT PLANS SHALL BE: CONSTRUCT CURB RAMP PER CITY OF SAN BERNARDINO STANDARD DRAWING N0. 205, L=___, X=____. 5. NO CURB RAMP SHALL BE PERMITTED WITH "L" SLOPES BETWEEN 5X TO 6.67X. CIIYOFSANBERNARDINO/PUBIICWORBSDEPT.,~ppRpy~ Gztt~F STANDARD NO. CURB VAMP ~ ~ ~5 205 on tNVmr 02 2~F 2' 40[w4R RNI]N fl -G4wNII0 ]TCL Y+GL[ ~ ~ C N CuM • ~ ]LGRC I/ ~~ ~[R rT e ~ - IN ET _~ ~ INLET s° s•' TYPE II TYPE I SECTION A-A I ~ I ~~ I I 1 I I I ~ I I 1 I I W ~ j ~E.. ~ ] ~6,L I r,] L~w3, I ~i •7na 12"rRa. I-•1~7'CLEM 'i I to I i I; ~ ~ I z I SECTION B-8 a ~ _ i I~ I ~. °I I-_ I I„ I I ~ li I [ ~ ,;, I t ;`r 4NCNOR I j II ~ I .-_ ~ ___- --y-- __-___~-! ROINT M POIN- N - ~~ . I G PLAN ~»~ J NOTES: I_ FLOOR Or ROI TO LE TROwEI[0 frDDTM. 1 wwfN 1wE TOE OF !LORE q wITwIN TnE R/w, INLET TYPE 1 REGIN) si TwE TOf R.TNER Tw•N qT twE R/w LINE. 7. fOR OPEN DITCw •gRO~Cw (TYRE III TNC 2'EITENlION IS NOT qEO WRED wwEN THE Lr CR Or r1LN I] 2' OR YORF rROr THE R/w LINE. • TOR Or rNLET STRVCTUR[ ITTJ[ [ N III TO FE FLUSH wRN OO LCE NT )uwgCC wN[R[ PR~CTIC~R[. ]. • wEnOED STEEL ST VD ! I6 e~wlTw NFaD 0=~' RT<CNEO ET • FULL PENETRITOM LUTT wELD Nav LE of ED s] RN <tTERN~TE gNCNOR. 6. NORN4 CURR qCf ~T ROIMT N RNO 0 E. Y' R ROINT N AND P. PARKWAY CULVERT N0.1 i RIPE IU OR OIIN011 RLCTrNOULRR IR~ME .Np 3 LONER ~. ¢I sLOP[ ~ li( PCR tT NIN I I ]"MIN 6" SECTION -INLET TYPE I R/W T7 ]LOPE '/j' RER rT ^ • ~~ MIN. _L s I I SECTION -INLET TYPE II POINT P . ~ . POINT 0 - _ - lTCGI I mT ] ] O<LN.N4E0 STEEL >NOLE ~NCNOR I ~R I L w ~ _ E.. .. .. .. .. 2 - ]" .. .. .. ~ 2•_9'. 2. ]..I .. .. ., I ]. ].. ~ ]. 0.. .. .. ~ j 7 .. .. i 7. ].. f. S.. .. .. ~ F. •. 3.. I .. , ].. 0.. .. I I .. .. .. ).. I 7. _ ~.. F~_~. .. .. .. 3 - /S- r!9 STANDARD N0. P~a~C Wes, 400 . -... ~ I PROFILE 02 276 ABBREVIATIONS ©~~' ~~ ~I i, 1~ 1 rr R'` 1 ~I ii it . i CURB ANCHOR: TELESPAR I 2%" S0.=3 12 GA. DRIVE O Arenue Are Alley = Ailey Boulevard 81vd Center Ctr Clrale = G Court Ct Drlve Dr Hlphway = Hwy Lane = Ln Ploee PI Parkway Prkwy Road = Rd - Stats Routs = Rts Street St 6" • NOTE: ~~~ STREET PALE L li-6ER SHALL BE CENTERED DoTH VFAT. L HORIZ I WITH 2S'." CLEAR ON ENDS 1 ON SIGN BLADE. MIN. LETTER SPACING = 73% 1 FHWA STANDAAD 1 ARTERIAL /ARTERIAL OR ARTERIAL /LOCAL u ~, . ~_~~~ ~ n ~ Q~ n _~ Bt.ADE %_• BORDER ~' FROM ALL EDGES l SIGNALIZED 1 INTERSECTION a ~~0~ e" 00~. ~ Troll = Tr ARTERIAL /ARTERIAL OR ARTERIAL /LOCAL Way Way ~j ^^' N Y7 Q - D ~ (~, ~. SI L A NTING _ `~- a ( UNSIGNALIZED I'~" BORDER y-FROM TOP L BOTTOM a INTERSECTION ~ ~ e_ ~ , ~ DIA. f LOCAL /(LOCAL 31/" ~ - - r1I Y1 ____ ~ ID l FROM TOP i 36" MAX. OR APPROVED O LSE wESTERR HIGHWAY PRODUCTS F I OR APPROVED EWAL 1. ~ 3 ® t 6" i 9")SIGN BLADES ARE 0.08 GAUGE EXTRUDED ALUMINUM m 'a ALLOY WITH .250' STIFFNER AT TOP i BOTTOM EDGES. DOUBLE m FACE FINISH WHITE LETTERS d 80RDER ON GREEN BACKROUND 6" SIGN BLADE TO BE FABRICATED USING ENGINEERING GRADE SHEETING. L 9' SIGN BLADE SHALL BE FABRICATED USING HIGH • INTENSITY REFLECTIVE SHEETING. ( IY 1 SIGN BLADE SHALL BE O.OB GAUGE FLAT ALUMINUM ALLOY SINGLE FACED WITH WHITE LETTERS t BORDER ON GREEN BACK- TOP OF EXISTING ROUND BOTH FABRICATED USING HIGH INTENSITY REFLECTIVE SURFACE SHEETING ~ ATTACFIED TO SIGNAL POLE AT 96" FROM SIDEWALK USE BRACES WHEN 36" OR LONGER IN LENGTH. B~ SIGN - TO -SIGN BRACKET, SUPR-LOK 2N990X, .280" WIDE SLOT, VANDAL -PROF BOLTS 2NVPA12. © POST - TO -SIGN BRACKET, SUPR - LOK 2N97 SOX2 .280" WIDE SLOT, VANDAL -PROF BOLTS 2NVPA12. OD SIGNPOST TELESPAR 2" 50., 12 GA. HELD TO A 2%" 50.=30" H.D. O FOUNDATION, PORTLAND CONCRETE CLASS 500-C-2500 MAX. SLUMP . 5". CITY OF SAN BERNARDINO /PUBLIC WORKS DEPT. ~ STREET NAME SIGN APP VED ~ ~ 1 ' T DIR CT IC WORKS CITY ENGINEER STANDARD N0. 504 I OF 2 ~O 02 27 s ti W ti J6~- ,~ TREET isGlL pp e+r~rrr -. ~-.--~'NVII- - .T77~L~T-. Q B.GR 2 m ~ m "T" INTERSECTION +' INT RSECTION "L" LEGEND DOUBLE SIGNS WITH OR WITHOUT R-! i SINGLE SIGN WITN OR WITHOUT R-l NOTE: LOCATION OF STRFET NAME S/GN5 ARE SHOWN APPROXMATE. AL T£RNATE LOCATIONS TO BE APPROVED BY ENGINEER. TYPICAL LOCATIONS: ON B.C.R OF N.E. L S. W. CORNER OF INTERSECTIONS. FOR UNNAMED PRI PATE STREETS, THE WORDS 7R/VATE STREET' SHALL BE 4' NIGH AND CENTERED W1TH/N THE SIGN. MAJOR STR££T ~ dRTERIALS MINOR STREET = COLLECTORS L LOCALS NTERSECTION CITY OF SAN BERNARDINO /PUBLIC WORKS DEPT. APP ~Z- Z I STANDARD N0. STREET NAME SIGN RE TO W KS 504 ciTr Erwi 2 OF 2 02 276 W m 3Ni~ pyn f . W ~ J ~ 4 - W R W D O ~ V1 W C Q m j a o >I Y m ~' C V- W Q- Q p: m Q _ ~ Z P f ~ ~ ; - ~ C ~ i p C o = IA W ._ W V N Y m W r Z pC 2 Y N Z f f 0 J F = O C m N n ~ ~ ` r O -` O ~ ~ O ~ RI Q 3 ~ _ O 2 ; Z f ~ Z Q ~ W 1- _ O p~I W f = Q ¢ O W W W V N W } W F a = Q 3 W H 0 z J Q fr J ~ ~ W N O 0 a - _ r v S y y N O = b = M • W V t V M ~n ocecnsu~umu rutiuc vYORKS DEPT. APPR01/EO /O -G - 8 7 STANDARD N0. BARRICADE DETAIL 505 ~~ __ CITY Ellfi~EER .v I t .~.-~ 0 0 0 J J Q O ti Z a 4 O N F = Q p) u Z .. ---~~' L, w Z o ^ ~ Q W J W C G ~~.~ ; f ~ ~ N t O f en ° ~ W o i C ; OW O W n W c . a '~ J 0 O ~ ' 7 o ~ -~--_ oo _7 h D a a a 02 276 C (16000 I ISO I M- 0 I 26 30 ( ICI-26F6 I f160-6.3-APB D 22000 '200 M-400A 26 30 ICI-26F6 Y60-8.3-AP6 E 27500 250 M-SODA ze 30 ICI-28F6 fIBO-6.3-AP6 AIRIAIRE~ O.E. M-I30/AOOA CYTORI, rlTn F.E. R[CFFTACI[, f10V AC, rITN kF. S. V. LAW /O.E' LYCALOi ). P[. CONTROL- fllNER -ILRC[ YODEL [330 [ 1103-[f3 VAC]. fALAST SNALL K REGULATOR TYFE. PAST ARM ~ SWLL [E COMFATI[LE +ITN POLE TENON ANO CONFORM TO ASTM A120 FOR OALV. STEfI -IFE OR 003]- TS FOR ALUM. PIPE. ~_ POIE~ I. 6NALL YE OCTA60NAL. fTYY[TRICALLY LFFM[O, M[CAfT /IR[STRCf]LD CONCR[TL, RATYIIAL [RAY +ITN KACR 'AYD rMT[ NSRb]i[, +ITN ANTISRAFRT fY111AC[. Y[TAl WT [[ Yf[D YMD[R fF[CIAL CMCYYRAMC[f . 2. fWLL SE fAK YOYNT[D, DIR[CT fYR1Al MOT ALLOr[D. ]. MAMDMOL[ !MALI IACL GMf. A. fMALL [[ FLUYf, MAY. VARIANCE O.Of•l/1. 3. LOCATION I TO roL[ C[NT[R I- E' FROM CYM FACE, S' TROY fCR, f' FROM FIR[ NYOIIAMT C[MT[R , •' FROM ORIV[rtl [Of[ AND OTNQ OffiRUCTI¢I!. 6. FROVfx A' CL[AR fRl[rALY +IOTN IRON roLE [DK. T. [OLT CIRCLE DIAY[T[R ~ ¢ 1/E• AY[RON, I I 1/E' C[MTII[CON. f. WT[RIALf SHALL [[ TROY fAY[ WMUFACTYR[R ALONE PAYE fTREET. FYf[NOLD[R TRpI M[Y INOVOLT GRCYRI rrtN fAi j• IY]E, fUffMAM YF0. DIV. OR [OPAL. FY[E ./HALL ~ K RATED AT FIVE TIY[i fALLAtT LIN[ CYIYII[NT. i _ IF[R fYffYAM fYLL [TIN fIM'lll. D J ~ 9~ A.FLr ] ur[RS sY m. u[c. T~F[ N0. sa AND ] LIITGt W TAP[ M0. U OR LOYAL ~'< _ 1 TTIICAL • ILJ Ix- Ro. • Ara. neulL- n ftRVle[ oIKCT ` ~ v X =IIR' FROM UTILITY CO. RO•LOY RFOUIR[D FOR , ~ f• DIf IYILAR Y[TALf. _ ~- E 2~ L I~ ISORAOV CIRCYIT - FUSEHOLDER DETAIL CAP DETAIL roYMOATIOM~ I. F.C.C. ffO~C~]E30 F[R fEt. 201 STD. SF[Cf. i011 F. +. COMfT. O f 2. AMC110R WlT3 I • • ]f' • ~ • 1 ~ 1 FER AfTY GEEIf. 30" CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED 6' ~S' 8~ STANDARD N0. STREET LIGHT STANDARD oIR CTDR OF P118L C3M S L CITT ENGINEER 02 276 ~ Ln etoOKtNas uz PuLLtaX,aa APPNPA ® 1/4" I m 16 y [OW41 COVEN TO BE INlCRItED ~ ~..~ ~ _ V11TM tTREET LNIMTIMB~~ ~ i--- 1 I I/t' YtLCDNOUr (LOAD LNE) \ W a< O e < J LOAD ° r BIDE > ~ PIA.L ~ '~ sEerIDN J J 1 ~ « - /~ ~) nxt sLCEVE Eto, Pm sEa iOR P.TY. CO/ltT. TO UTILTY e' tLADKtuRM c z 's 1 dR1tNED ROCK CONDUIT - NOT PLACE tl DNIYE'eAY 011 NOA ~ 3' YIN. TROY FlRE NrD11ANT. PACE EouALLr oN MINS NDT TO EED E00'. PULLBOX DETAIL DO WAr a EEC 1 / SERVICE PEDESTAL DETAIL NOTES " I. tERVICE R(DEETAL tNALL BE MTEq ELECTRIC PRODUCTt mYEUtO-YIOOC/tt OR [OWL. E. GRCUR tREAKERt tNALL tE tU1TAtLE F011 UtE ON LEO-t10 VOLT tERVKi AND t11ALL BE ARROVED BT UNDEIIWRITER7 WORATOIIT. E. CYINET tNALL t! tONDED TO CONDUIT 1RTN COPPER tR0UM0 MIRE EQUIVALENT TD N0. { A.W.O. 1. PYLLtOY tNALL !! INtTALLED NE%T TO ~ 1/1711 1 1/Y CONWIT YINIUY. 0. CONDURf tNALL EXTEND INTO GNNET I AtOVE FIAOR AND NAVE APPROVED CONOIXT tUtNINt. t. CONTRACTOR BNALL HAKE ARRAMQENENTt MITN UTILITY i0R LEO-E40 VOLT tflIVICE AND tMALL NE REtPONE1NLE FOR ANY CNARtlt sr THE UTILITY P'011 ANY YANIK. T. PULLtOX[t tNALL tE PLACED OM ONCOWNt TRAFFIC lNMi OF -OLEB. TOP TO OE FWEN WRN AOWOENT BRAOE. KNOCK OUT OPEMINB TO tE !FACED 1NITX tROUT AFTER CONDUIT INtTALLATION. ' No. REVltlw CITY OF SAN BERNARDINO PUBUC WORKS DEPT. APPROVED G'/S- of ST NOD~ARD STREET LIGHT SERVICE PEDESTAL ~ SL-2 AND PULLBOX DETAILS ~ t`~lT°fFN~RYILC(FpWORKS/ .p2.. 2 7 6 mot! 11 ~:^ ~ ~~' ' 1 ~ _:.:.._ `~i it j ,~ $f '- I~ -- eif iFl! ~`!~i i ~fjE~1 i~j E E'=.: ~ Elt E ! si iii ~; ~ i~t~~ 1~l _,.• i F f J f #~~ jiiE f~jli T If ~ , i. j;t{tli'''j i t~. jls.E:lj'iItEEE t~l i FI ii- °1 ;I~1! ~}t iS ~( jlll fEl 'E: ... If - :i 1 ~ a ~ ; ::,.:~ 1 1 i ., fit. - ~,~ Iji~~l~ ; .El,i~ ,~j tI, i -- _ ~ . II jtj~ . !E: Y ~~ ~ ,2 it ~ ill '•!1 -• i ~ 1 jllE r--rr1 ~I J}T IE o~ .1~ j , i .r rE o~ is .-;::~ ~!{ 1 EEE r} 1 I1~ ~ tt~ ~ t t 1 -: ~:~ i! e. Etl- .P;';'j` 711 ~ i4 '~ 11 '.. ..` I /~'~I{ t ~~ ..,, 1-3 ~~ 7 !, -1 .i E °I' IE ~ ~t III It `•~ I .. 1..1 ~E F: 1: - ~.. ! :[i I( i; 'ta ~1! a EI .F , ;~ ,: '~=1 III 0 E E , u +~ , .:!!~ l!}!a,!e :.~ S.P. 151 C NOTE: SERVICE TO BE INSTALLED ONLY AFTER CURB AND GUTTER HAVE BEEN POURED. SIDEWALK AND PAVEMENT TO BE INSTALLED ONLY AFTER SERVICE INSTALLATION IS COMPLETE AND APPROVED BY SBMWO FINISH GRADE m NOTE: DIMENSIONS ARE TAKEN FROM ID TOP AND BACK OF CURB 12" - 8" --{ =Q 15" RADIUS MIN. BEND \ .R MAIN 7 15" RADIUS MIN. BEND 1 45' _~C_ DISTANCE VARIES ITEM QTY DESCRIPTION Qt 2 EA 02 2 EA Q3 2 EA O 1 EA Q 1 EA © 2 EA p , EA ® 2 EA n 2 EA LEVEL W/SIDEWALK ZI JI ~I W a O a .., INSTALLED BY PIPELINE I INSTALLED 8Y PLUMBING OR SERVICE 1 CONTRACTOR CONTRACTOR• MAINTAINED 8 MAINTAINED I BY OWNER BY SBMWO IRRIGATION SERVICE OF (3/4" OR 17 LOCKWING BALL VALVES (FEMALE NPT x METER COUPLING) (JONES J 1908W OR EQUAL) ROTATE HANDLE 90' TO AVOID INTERFERENCE WITH METER CAP MSE/TER (PRECISION•OR MULTIR~xt") WATER (MODEL PMM -REGISTER IN CUBIC FEET) 1"x 3/4" OR 1"z 1" LOCKWING ANGLE VALVE (FEMALE FLARE OR COMPRESSION x METER COUPLING) 1'x1' BRONZE HEADER INLET: FEMALE NATIONAL PIPE THREAD (NPT) OUTLETS: 1' BARE COPPER PIPE 1' ADAPTOR (FLARE OR COMPRESSION x MALE NPT) (W/ 1VATER' OR SBMEWDBON( 0)OORCAEQUEL~1425A 1 ~ BRASS CORPORATION STOP MUELLER H/5025 OR EQUAL _' METER IDLER (JUMPER) (MALE METER COUPLING 0Y MALE METER COUPLING) PADLOCK ® 1O 2 EA (3/4", OR 17 SCHEDULE 80 PVC PIPE NIPPLE (MUST EXTEND 6" BEYOND CUSTOMER SIDE OF SIDEWALK) _lF 1" TYPE K SOFT COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE) © 1 EA TAP MAIN DIRECTLY USING SBMWD APPROVED TAPPING MACHINE OR DRILL CLEAN 1' DUI. HOLE IN MAIN AND USE APPROVED SERVICE SADDLE. • MAINTAINED 8Y CONTRACTOR DURING ONE (1) YEAR WARRENTY PERIOD NOTE: MINIMUM TAP AND LATERAL SIZE IS 1 INCH DIAMETER. S.W.L. UG. 99 SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER S.W.L. PR. 97 " " " S.W.L. JAN. 97 COMBINATION AND 1 , 3/4 5/8 seMwo S.W.L. UN. 96 DOMESTIC AND IRRIGATION SERVICE DETAIL w 1.1T REVISION DATE APPROVED DATE )- - 9 SCALE: NONE w. wu~ ~+~ acc ~9e1 SERVICE PLAN VIEW 02 276 CURB FACE 18' 4' a' a' 2}' O O 2}' O 2 }- CONFIC. A CONFlC. B CONFlC. C CONFlGURATION DESCRIPTION A 1 - 4' OUR£f; 1 - 2 }' OUTLET 8 1 - 4' OUTLET: 2 - 2}' OUTLETS C 2 - 4' OUTLET; 1 - 2}' OUTLETS CONFIGURATION OPTIONS SEE SBMWD W 3.1 FOR VALVE - AND COVER ASSEMBLY ASSEMBLY ICON 18' V ~ !' e. Z INSTALL COLLAR IF HYDRANT IS -~~ ~ NOT INSTALLED IN CONCRETE SIDEWALK N WATER MNN ~ L'l NOTE: NO UNRESTRAINF+D JOINTS ALLOWED ON WATER MAIN WITHIN 10 OF F.H. TEE CIF 3~ CLEAR IS NOT POSSIBLE PLACE HYDRANT BEHIND SIDEWALK IN PARKWAY NOTE INSTALL BLUE 00T PAVEMENT MARKERS PER SBMWO STD. W 6.3 ITEM QTY DESCRIPTION Oj _lF 6~ CLASS 350 DUCTILE IRON PIPE RESTRAINED WITH MEGALUG OR EQUAL O T EA _' x 6' FlRE HYDRANT BURY WITH RETAINED MJ INLET AND FLANGE OUTLET. PAINT EXPOSED PORTION TO MATCH FlRE HYDRANT O3 1 EA 6' FLANGED BREAKAWAY EXTENSION SPOOL MORTAf2 L1NED AND PAINTED TO MATCH FlRE HYDRANT (INCLUDE HOLLOW BREAKAWAY BOLTS). O I EA, A SBMWD APPROVED HYDRANT (SELECT THE APPROPRIATE CONFlGURATION) O I EA USE WELD NOZZLE OR TAPPING SLEEVE ON EXISTING MAINS. USE TEE WffH RESTRANED BRANCH AND RUN ON NEW SYSTEMS. S.W.L. NOV 97 SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAwINc NUMBER S.W.L. AUG 97 S.W.L. APR 97 6" FIRE HYDRANT INSTALLATION seMwo MAR 95 w 2 2 REVISroN DATE APPROVED DATE ~//J4J z SCALE: NONE w. acc ~+ 02 2z ~ CAST IRON COVER MARKED "WATER' AND PAINTED BLUE (ALHAMBRA FOUNDRY NO 129506 OR EQUAL] 2" SQUARE OPERATING NUT 6" X 1 /a" STEEL DISC, O TACK WELD TO PIPE EXTENSION 1" BUCK IRON PIPE ADAPT TO OPERATING NUf ON VALVE O 2 WATER MAIN 8" CONCRETE BLOCK WATER DEPARTMENT APPROVED RESILIENT SEAT GATE VALVE PER AWWA 0509 150 PSI MW PRESS RATING EPOXY COATING ON INTERNAL SURFACES MUELLER 0509 OR EQUAL "1 8" DIA. x 12" 20 GAGE GALVANIZED SLIP SLEEVE 8" SCH a0 PVC PIPE 2"Xa'Xl' REDWOOD BLOCK [DO NOT REST ON VALVE] RETAINED M.J. OR FLlWGE AS NEEDED NOTE: O1 PROVIDE VALVE STEM EXTENSION AS SHOWN IF VALVE NUT BURY DEPTH EXCEEDS 5.0 FEET. BACKFILL VALVE WITH SAND UP TO PACKING .PR DRAWING SAN BERNARDINO MUNICIPAL WATER DEPARTMENT NUMBER SBMWD TYPICAL GATE VALVE INSTALLATION W 3.1 REVISION DATE APPROVED ~ DATE (~ 3- 9 3 SCALE: NONE ^~ "^~~ ~" '~ 1°9° 02 27s T o' ffEM QTY DESCRIPTION ~~ Qt 1 EA 'EPOXY COATED TAPPING SADDLE (_' O.D. x _" Fl.G) OR ' FABRICATED TAPPING SADDLE (_' O.D. x _' FLG) OR ' FABRICgED WELD NOZZLE (_' O.D. z _" FLC) O 1 EA _' FLCXMJ GATE VALVE PER SBMWD STD. W 3.1 (RESTRNN WITH "MEGALIX:" RESTRAINTS) O3 1 EA T" CHLORINATION AND FLUSHING PORT (INSTALL WHEN LATERAL IS LONGER 7HAN 107 SWL OCT. 97 REVISION DATE scALE: NONE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT TAPPING DETAIL FOR 4" AND LARGER CONTRACTOR INSTALLED FACILITIES APPROVED DATE [(-S'9~7 DRAWING NUMBER SBMWD W 3.4 276 12• MIN 36" MAX ~___ WATER NOTES t THE ASSEMBLY MUST BE INSPECTED ,TESTED AND APPROVED BY THE SBMWD, IMMEDIATELY AFTER INSTALLATION. 2 NO CONNECTIONS OR TEES ARE PERMITTED BETWEEN THE METER AND BACKFLOW PREVENTER. STRAINERS WILL. BE REVIEWED ON AN INDMDUAL BASIS. 3 PRIOR TO INSTALLATION OF THE ASSEMBLY, THE WATER SERVICE SHALL BE FLUSHED 4 A MANIFOLD CONNECTIOfJ WITH DUPLEX UNITS SHOULD BE INSTALLED IF AN UNINTERRUPTED SUPPLY OF WATER IS NECESSARY J($IDEWAIK_ --J l METER FINISH GRADE ~ fL07: TO CONSUMER'S EQUIPMENT OA INSTALL METER AND SERVICE EQUIPMENT PER MAIN FK)R120NTAL CLEARANCE LINE -- -----------I ~------ j t--- r =~ = ;.=-t Y I I m 111--1 ~ I TEST ~ TEST I I COCKS n ----- COCKS ~ 5 A PRESSURE REUEF VALVE SHALL BE INSTALLED PER SEC. 1007 OF THE UNIFORM PLUMBING CODE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER TYPICAL INSTALLATION OF DOUBLE SBMwo CHECK VALVE BACKFLOW PREVENTION ASSEMBLY W 4.2 REVISION GATE APPROVED Qow DATE //-3- 93 SCALE: NONE w. rnuw, BarotN au zese~ SBMWO N0. LOCATKNJ IS SUBJECT TO APPROVAL BY WATER QUALITY CONTROL. O INSTALLED AND MNNTNNED BY.CONSUMER PER CTTY OF SAN BERNARDWO BUILDING ANO SAFETY SPECff1G\TIONS. © APPROVED DOUBLE CHECK ASSEMBLY WITH RESWENT SEATED SHUT-OFF VALVES. ,0 2 2 7 ~; FH O I DI I FIGURE 1 . TWO LANE STREET ~n p H - - ~ - FIGURE 3 INTERSECTION LEGEND I I p Refkctorized 81ue p Dot Pavement Yarlcer Fire Hydmnt p ~- Lane Divider line I G I FH No Tums Divider Line Curb Line I I FIGURE 2 MULTI-LANE STREET I Fp d ID 10 FH FIGURE 5 MULTI-LANE STREET WITH TURN LANE u~ I ~ ( i FIGURE 4 FOUR-LANE WITH TURN LANE AT INTERSECTION A TWO-WAY STREETS AND ROADS: Markers should be placed six inches from edge of painted centerline on the side nearest the fire hydrant. If the street has no centerline, the marker should be placed six inches from the approximate center of the roadway on the side nearest the hydrant (see figure 1 through 3). B. STREETS WfTH LEFT TURN LANE AT THE INTERSECTION: Markers should be placed six inches from edge of painted white line on the side nearest the hydrant (see figure 4) C. STREETS WITH CONTINUOUS TWO-WAY LEFT TURN LANE: Markers should be placed six inches from the ed a of the painted yellow barrier line on the side nearest the fire hydrant see figure 5). D' CUL-DE-SAC: Marker should be 6' from the center of the Cul-De-Sac curb radius on the side nearest the fire hydrant. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT BLUE DOT PAVEMENT MARKERS AND FIRE HYDRANT MARKING S.W.L SEPT. 98 REVISION DATE APPROVED ~J DATE /U ;~fS / SLUE: NONE w• a~ DRAWING NUMBER SBMWD W6.3 SEE REVERSE FOR 02 27s t f I I I I i PROPOSED UT41TY PIPE EXISTING C.I.- D.I. OR A.C. PIPE 4 } 5 6 4 4 12' MIN S' MIN UNDISTURBED EARTH 1~ YIN. EX6TING C.1.- D.I. OR A.C. PIPE • ~ . 12' YIN 5• YIN UND6lUR8ED EARTH 3 4 4" YIN SURFACE BEARING TABLE S 16' P1PE----(i0 SOWRE FEET 12' PIPE----tS SOWRE FEET ~' 8' PIPE----3.0 SQUARE FEET BEN2WC SURFACE OF 6' APE----2.0 SQUARE FEET UNDISTURBED EARTH (SEE .T 4" RPE----2.0 SQUARE FEET TABLE AT RIGHT FOR YINIMUY SQUARE FOOTAGE c ~ ~I SECTION VIEW Lt• MIN. THRUST BLOCK\BEARING SURFACE ITEM QTY DESCRIPTION Qi z EA _- sTRA1cHT/rwwslnoN couPLwc (ROYAL IND. INC. STYLE 501 OR MPROVED EOUAI) O3 __lF ___' DUCnLE IRON APE O4 10 EA ___~ MEGA-LUG UNEN_ RESTRNNT O 2 EA CONCRETE THRUST BLOCK (2000 PSI YIN. STRENTH) © 4 EA ___' 4S 0.1. BEND (AU)(RESTRNNED) O7 2 EA /4 REBAR (YAINTNN 2' YIN. dSTANCE FROM EARTH) y I REVISION I PATE I SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRgwING NUMBER 4" THRU 16" VERTICAL OFF-SET 58Mwo OF EXISTING D.I., C.I. OR A.C. PIPE w s.9 APPROVED DATE ~C' q' !' ' l L t L L C 02 276 J Z J r C J L C L ITEM OTY DESCRIPTION ITEM OTY I DESCRIPTION 1Q I EA. SELECT oNE oT THE cauDwwc: © 0.3 Fi' 2,aao P51 CONCRETE A) I. OR t ADl RELEASE 7O 1 EA. r cALYANtZED aUARTER BEAD YAIYE - CR6PB/ PL10A/PL20, (iEY PIPE THREAD) APCO N0. 200A OR EQUAL R) r AIR VACWY YALYE - Q - ~' r TYPE L HARD COPPER 1UBBIG cRISPw Ago. APCO u!, (SBYWD APPROVED U.S. YANUFACIURE) OR EQUAL 9O 1 fA 7 BRASS COMPRESSION C) r COMBRIATION ADI AND OUARTCR BEND YAClR1Y RELEASE YALYE - ® 1 EA. r BRONZE CRiSPRi IRaYCRSAI AIR CORPORAl10N STOP RELEASE VALVE NO. U20, WEl1Dt HI5023 OR APCO N0. 1lSC, OR EWAI EOUAI 20 I3 FLT 3/f POORLY GRADCD QI 1 EA. ' : r SERVICE SADDLE GRAVEL OR r WELD-ON THREAD-o-IEf 1 EA. Y BRONZE WHEEL VALVE 2 EA Ir:ifilY ME1ER BOX AR40RCAST 6001125A OR COUAL O Z! ~ ~ /EDI ~ I ~ B150IATOR COUPLING (COMPRESSION : GAIYA MZ RON PIPE YALE PR'E THREAD) SQ I2 RI. Y FLF708LE VINYL SLEEVE SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING NUMBER 1" AND 2" AIR RELEASE VALVES, 2" 58MWD J.G.DYE FEB 94 VACUUM VALVE, AND 2` COMBINATION VALVE REVISION DATE W7.1 ' APPROVED ~ DATE ~ -21r -4 `i SCALE: NONE w..uuu, eRroa as un ~2 216 STD. PLAN A2OA 0 t ~ 2 N f§;i r- - J < r _ ~• O._t~ ra et n0e t' re ~er rt00 ~ - rO E, a~r-OO LL ~ O O ~ 0 0 :~ y, r p0s i O: ¢ k :. ~: OOr < ZOO .. Oz O ~ ~ . 00 Cal i ~ «i ° -'~ ~ oo t. ~ too c L as ¢~~ pp ? ira a+ stes s: et s~' a t~ ~ a t-ao F moo:' } ~ o ,~ z z ea eaapJv. 't~ ~ tool ~ ' o ~ oo r-C<i u t~ s b ~ Z 00 .l WV ~~ 1 +I~a e~ ua a1TT1 1/11~ ~ •a s~ uo a ,'^ 1T ~e ~. ~~ a ~I/-o ai1 '"s Y6 Z ~ NI I ~~~_ 1 1 i~ ~ P~ ~ rv 1 Z~ N 1~ N 1 I N 1 a`~. J f ti r .. n ti r r ._ r o ~a' 0 0 0 0 0 0 o W W d ~~~ r T rrD r7e rr-e t~ a ~e ~ I . o ~~~ ! `. IIfTy 1 I !~~ ,n X10 ! I! I! 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Z ii 6a z ., ~ 4 i 'D ~ w W ~ Y' ~ ~ r ` gh ~.~1 ~ I ~ T ___ ~ N ; Jr o r - ~ < W Z V ~ J 0 ~_~ y OI ~ ~ s N _ N D E _; ~ ~' 6 yy S T ~ 6 i i a ~ f ~ O i y ~I I a ; 66 ~ EE ~ ~ Y ~ ~ 0 - ~ F ' b $~ s i ~ ¢~ i ~ m! ~~~ a I~ ~ ~~ ~:. ~° ! 3 H H FI W E~~ E'~ g i~ i '. 3- bld v{~E ~~ ~ ~ ~ '~ M is ~ ~~ -I: ~ S ; 4R ~ ~ rI ~ _,_ __. - p a; { i~ m Egg g f~' P$~! i - P - $~E ~ a ~ ~ ~ W J e• , ~ ~n ' ~~ . iF - ~ it ~ '~-" Fz€i ~ u F E ~' ai ml a ~ = i i ' h ~A ~~ EE45 b v j~ ~ ;,: • ~ ~~~ :; 6 C 1 b s ~ e ~ VI _ _ I _ J =~ i ~ ~ i S3 i3 I ~ ~: ~ ; i tl i ~ i i f5 YY f $e __ , f l ~ ii ~ i ~ i a I ~ r ~ i -~, I E I ~e i ` ~ = .~ f g c g ~ : ~i ~~ ~ g n .o~~ ~ ~ ~ EXHii3tT B Notice of Requirements for Affirmative Action to ensure Equai Employment Opportunity ( Executive Order 11246 and 41, CFR Part 60-4 02 276 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOY!4EtdT OPPORTUNITY (EXECUTIVE ORDER 11246) 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participa- tion, expressed in percentage terms for the Contractor's aggre- gate workforce in each trade on all construction work in the covered area, are indicated in Attachment A. These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) per- formed in the covered area. The Contractor's comoliance•with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementa- tion of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort co employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or `rem project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the E~cecutive Order and the regulations in 41 CFR Part 60-4. Com- pliance with the goals will be measured against the total work hours performed. '_ The Cortractcr shall pro:•ide written n0~yficatien to *_he Director of the Office of Federal Contract. Compliance Programs within 10 working days of award of any c~ustructioh subcontract in excess of 510,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor, employer identification number, estimated dollar amount of the subcontract; estimated starting and completion dates of the sub- contract; and the geographical area in which the contract is to be performed. 02 CALIFORNIA Area Covered - San Bernardino County Goals and Timetables • Goals for minority Timetable participation in each trade (percent) Goals for female participation in each trade (percent) 2~6 Until further notice 19.0 6.9 Any questions that bidders may have cn complying with these Bid Conditions should be directed to the following agency: U.S. Department of Labor OFCCP Area Gffice 34 Civic Center Plaza Room 703 Santa Ana, California 92712 (7 ~ 4) 836-27E4 Standard Form 257, Monthly Employment Utilization Report After the contract is awarded, the successful bidder will be required to complete and submit Standard Form 257 to the above address each month. o2 27~ EXHIBIT C Restrictions on Lobbying -Certification Requirements per U. S. C. Title 31, Chapter 13-Section 1352 ( Public Law 101-121, Section 319 ) 02 276 CONTRACT CLAUSE NEW RESTRICTIONS ON LOBBYING This contract, subcontract, or subgrant is subject to section 319 of Public Law 101-121, which added section 1352, regarding lobbying restrictions, to chapter 13 of title 31 of the United States Code. The new section is explained in the common rule, 15 CFR Part 28 (55 FR 6736-6748, 2/26190). Each bidder/applicant/recipient of this contract, subcontract, or subgrant and subrecipients are generally prohibited from using Federal funds for lobbying the Executive or Legislative Branches of the Federal Government in conneeSion With this Award. Contract Clause Threshold This Contract Clause regarding lobbying must be included in each application for a subgrant and in each bid for a contract or subcontract exceeding 5100,000 of Federal funds at any tier under the Federal Award. Certification and Disclosure Eac app icant recipient o a subgrant and each bidder/applicant/ recipient of a contract or subcontract exceeding 5100,000 of Federal funds at any tier under the Federal Award must file a "Certification Regarding Lobbying" and, if applicable, Standard Form-LLL, "Disclosure of Lobbying Activities," regarding the use of any nonfederal funds for lobbying. Certifications shall be retained by the next higher tier. All disclosure forms, however, shall be forwarded from tier to tier until received by the Recipient of the Federal Award (grant), who shall forward all disclosure forms to the Federal agency. Continuin Disclosure Re uirement Each su grantee, contractor, or subcontractor that is subject to the Certification and Disclosure provision of this Contract Clause is . required to file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by such person. Disclosure forms shall be forwarded from tier to tier until received by the Recipient of the Federal Award (grant), who shall forward all disclosure forms to the Federal agency. - Indian Tribes Tribal Or anizetions or Other Indian Or anizations In ian tribes, tri al organizations, or any other In ian organizations, including Alaskan Native organizations, are excluded frog the above lobbying restrictions and renorting requirements, but only with respect to expenditures Chat are 6y such tribes or organizations for lobbying activities permitted by other Federal law. An Indian tribe or organization Chat is seeking an exclusion from Certification and Disclosure requirements must provide (preferably in an attorney's opinion) EDA with the citation of the provision or provisions of Federal law upon which it relies to conduct lobbying activities t~iat wwould otherwise be subject to the prohibitions in and to the Certification and Disclosure requirements of section 319 of Public Law No. 101-121. Note, also, that a non-Indian subgrantee, contractor, of subcontractor under an award (grant) to an Indian tribe, for example, is subject to the restrictions and reporting requirements. 02 2Z6 CERTIFICATION REGARDING LOBBYING (This Certification la requited pursuant to 31 U.S.C. 1352) Certification Eoc Contracts, Grants, Loans, and Cooperative Aaceements The undersigned certifies, to the best of his or her knowledge and belief, that: (1) No Pedetal appropriated fundc have been paid or will be paid, by or on behalf of the undersigned, to any pecaon for influencing of attempting to influence an ofEicec oc employee of any agency, a Member of Congress, an ofEicec or employee-of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any PedecalToan, the entering into of any coopezative agreement, and the extension, continuation, renewal, amendment, or modification of any Pedecal contract, grant, loan, oc cooperative agreement. - (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection vlth this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Porm-LLL, 'Disclosure of Lobbying Activities,' in accordance with its instructions. (3) The undersigned shall require that Lhe language of this certification be included in the award documents for all subavards at all tiers (including subcontracts, subgraata, and contcacte under grants, loans, and cooperative agreements) and that all subcecipients shall rectify and disclose accordingly. This certification is a material representation of face upon which reliance vas placed vfien this transaction vas made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, O.S. Code. Any pecaon who fails to file the required certification shall be subject to a civil penalty of not less than 10,000 and not more than #100,000 for each such failure. Statement for Loan Gua[antees and Loan Insurance The undersigned states, to the best of his~oc her knowledge and belief, that: If any funds have been paid of will be paid to any pecaon for influencing or attempting to influence an officer or employee of any agency, a Member oE-Congress, an officer or employee of Congress, or an employee of a Membe[ of Congress in connection with this commitment providing for the United States to insure or guarantee a loan, the undersigned shall complete and submit Standard Porm-LLL, 'Disclosure of Lobbying Activities,' in accordance with its instructions. Submission of this statement is a prerequisite Eor making o[ entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required statement shall be subject to a civil penalty of not less than 10,000 and not mote than 100,000 Eor each such Failure. ORGANIZATION NA.'1E AHARD NUMBER E AND T TLE OP AUTHORIZED REPRESENTATIVE SIGNATURE DATE 02 2? 6 DISCLOSURE OF LOBBYING ACTNITIES Aao~o„aa nroMe Complete this form to disclose bbbying activities pursuant to 31 U.S.C. 1352 o~ao.s (See reverse for ouDlb buroen disUosure.) 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: a. eonvaa C ^ a. bidoffer/appl'~cation J a. initial filing b. grant b. initial award b. material change c. cooperative agreement c. post•award For Material Change Only: d. ban year quarter I e. ban guarantee date of last report f. loan insurance 4. Name and Address of Reporting Entity: 5. M Reporting Entity in No. 4 is a SuWwardee, Enter Name ^ ~,,,. ^ Sue+rvaraee and Address of Prime: Tier i/known: Con ressional District, i/bpwn: Con ressanal District, ilknown: 6. Federel DepartmentlAgenry: 7. Federal Program NamelDeseripdon: CFDA Number, i/app/icab/e: 8. Federal Action Number, Aknown: 9. Award Amount, ilknown: 5 10. a. Neme and Address of Lobbying Entity b. Individuals PeAonning Services (mdtdmgaafYressil (d individual, last name, (fist name, M~: ddlerem /ran No. f0a) (last name, first name, M~: I+IHM l:mdptatla, S/IMysl SFUl.I anecestary/ 11. Amount of Payment (check a!I that apply): 13. Type of Payment (check alI Nat apply): S ^ .cruet ^ v~+nnaa ^ r- retina ^ d onrtlm! rN 12. Form of Payment (cheek aN that appl}~: ^eeemmWion ^ a euh ^ d oentlnaart M ^ a m.tuoe;.peary: nature ^ ~ xferrea value i ^ r. oe,a: +C.tlry^ .id. Brief Description of Services PeAormed or to be PeAormed and Date(s) of Service, including officer(s), employee(s), or Memberis) contacted, for Payment Indicated in Item 11: I i tuao'r Caraw+ea S.h++lrs/ SF1L1A>nceess+ryl I5. Continuetlon Sheets SF-LLLA attached: ^ rn ^ Nc "°"„'°" "°"'° °`°""'. b,....,.:,e °' „ " us.c ..., 16 Signature: . ,rii raw J.ee.i~ d mN,q ~CM.f ~ ~ wr ~orws, r tie ,.,~«,,,.rti...o.=.ewa.:..~....,a...+e.,..~... ..,yb w.. nr a.ee~~ . iw~+., o+a+~ a N Y.s.C ,1tii tir Print Name: i As.rbn W d naaw a ti Ca,p~ ~^'+~~M' we.+ a ~+0, M „~., .. rw r n. s ww..~ a.e.... w a a .,, . Title: ~ o as~c ,te .(*O 4. w10~I d ti ~ .,O fIC.® .O iY „Y. r,Y, fIm.4D0 4 e,r. . Tekphorte No.: Date: .,,., , , ~. l . _ ~ Aua,aixw to tea pprotlutlion y te On ( Federaf,i si.w.m Fwn lLL M«. earl 02 276 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES Thin disdpsure brm shaA De oomokta0 DY Ere repoyrr~ antsy, wiblfr sWarwndeeor prieM Federal rebpien. ar are 4raia4on or reeept d e mserad Federal action. or a material flange b a p'e~+oua Efnq, pu7uam b hue 71 U.S.C faction 1752. T1re ffeg d a lomr's rcduired br each piyme+rt a agnxmenlb rrra.e paymerd b any bDDying unary b• inAuerrerrg a aeempnng b nOueroe ar. dficer ar empbyeed arty agercy. a MerrrDer d Cdrrgrcss. an olyioer a employetd Congress. a an ampgeeol a Mer+xrd Congress r omearon wim a mvereaFeoe'saetbrL Ute Ore SF-tom Gantiwatian Sneer W saQUbnalbbrmauen y me space on ma bmt s baeeduu. Complete as. ors roar apply b• mm Ere nas Ring and maunp ca^ge rcpon. Reler b Vre mpkmNrting garidares pubfshad Dy tn! ORioe d Managemem aro Buogc ;: xdnbnal bbrrra:on. t. laenirry tlrt type d mvertt Federp arLOn b• .<nCh bbDy4rg actrvay le arMJdr nas Deem aemraa b nesrce me outcome d a a0rrered Federal iClia:. 2 benary ms patuf d tlrt CwMea Ftars actor.. 3. laemiry me apprapripe rsnlr~tbn d mu •eDO'. O thle's a lol'bwup rpon caused D9 a material cage b me blomuforr Drevlowbroporled, ente• the yearend quanerur .cob', me lunge oex-et. Emu Inc uu d the lest prcvrausrysubmined redo' _y this Nportirg en4ry br inia cwsred Feoe•a, arson. a. Emer the Ntl came, address. cry. Sate ax a; ode d the rcpo•lzrgentuy.Indua CagrasdorW Oisne. a Imown. CMeek E+e aplxEDrlaleeassi6taaor d m! repoNng entirymal oeagnaleit A s. o' efpetab D!. a Prime p a{IDi'wara rripianL banOry Ere G' d m! subawanlse.e.g.. Ore 1411 auWtvardee d Ere prime is 1M 1 p Der. $rGwaMf inauoe DJ are not irrrileC b auDOanraua wegrrra and mmrcp awardf rebu gurus. 5. M me organifaaon Ring OY upon it Oem c c.,... 'SuDawardee,' Eton enter Ore NI rams. address. cry, State and zip Code d Ire prune Federal raeplenL Yrt4rd! CorSnssony Diprid. E brcrr,. 6. Emumel~med Ere Federcl sgenrymab~me award or ban oommhmrrt.uxJuupkap one orga•::atanalkvd uelwagency woe. it lorowrn. Fo• example, Oewnmem d Transponaion. U-tsd S•ares Coast Guam. 7. Emu Ure Federalprdgrcm rams or aex.'ofor W Ere covered Federal aeDOn Caem 1). X known. enrr;rt MI Caubg d Fede-a' Ddmepie Aeistanoe (CFOA) number for grants. mopercwe ag•ea: emu, bans, ant Wan commitrnana. 6. Emer me crop appraprute Federai iderrbMnS number avaladebr Ore Feaers sedon idarDtlad n iwr. ! (e.q., Redact br PropoW (RFP) resrror. bvilation br Bid (tFB) number, gram anrrdurrtarrrare mprlber, Vre mrrlraQ grarLL ar ban aware rUrrt'1et: Ore appitatpn/propdeal Oonrdl numbe• asdgna0 by the Feaeral agerrty). 4rdude prcyuas. e.g..'RFP-0E-9F007 ' 9. For a mvarod Federal action wriue Orere ras Deen an award o• ban cwmnNnem DY its Federal agecy. sour the FedeN amours d the awaNaoan mmmiunent br Ere pane amity ideniix ~ nexr a or 5. 10. (a) Emu Inc tuf came, adc•ess. dly, Rate arv: a7 Lode d Inc ImDybg enDry engaged Dy the redd^.w:, Y+Ury identified'n eem c b nnuerree Ere mve•ed Feaers acLOn. (D) Emer Ore id names d the irdrviauallsl pebnning aervioes. and irrdude tutl acdresc O dlterem 5m t 0 (a). Emer lap Name. First Name. acrd aidAe bins (tsp. 1 t. Emu the amwmd oortpaaabonpaia or raamabryexpededb be 0aid DY Oa repairgemily (item c) b O+e bbbyirrgentiry (deco t0). 4rdcele rvsreOre Ore Paymem has been mace IacOal) or wi ro made (pkmad). Csrek an bdxe mat appy. E tKS e a mabris mange report. ener M asmuleave amoum d piyrnem mace er lamed to De Taae. 12. Chew tlu apPropriale0osl W. Cnedc all xses nr, appry.0 wyn+rd's nude mragn an belch mmnxon, fperiry me ruWre and glued the 4r#re paymem. 13. Chedr Ore appropriate Dogesl. Crrerk ail xae mat appy. E Omer. fpadly ware. te. Provide a spadit and oetaileddeserilion a' k services mat Eie toDOyip has perbrrrrad, or eri De esxaetb peyom. and me ntgs) d arty service renamed. 4rdude a0 prcparctory and raLMC atuvey, not lap Dne (pent b astup mmad wim Fete7i otfgats. toenWy Eie Fellers d6cas(a) a amloyee{s) mmaetea r the diaris). eeooyeels). or Membegsl of Corrgrass top wre cardaase. 15. Check whemer or rot a SF{1.1J1 Cdrinutpr Snetys) a attacrd. 16. The xrdly4g olfitial seas ago and date cot bm, pmt Karr. were. fide. aro ukpMrre number. '.semrd4g b the Paperwora Reatpbn Aa. as ameroc. ro percora are reduced b repab b a miklion d nbmratbn unless d 6slays a gfet OMB Corn. ~ Number. Th! veil d.® eanvd number br mle nbnnatbn doledion f Oita Na. 07c600s6. Pubic repaeng wrden br tole adaepion d irlormalion d ;est4nated b average 7g merute Per rcaponse. irdruSrS acres for rcvie.irg erprudiorr. aearding eaateg Caa source. Wmtr4p and nresrtarrerg Ere m McOed, and adnplp49 and rN'iewirrg Vre OotledO: d srlormaem, Sena mMnerle rcgarytg Ore purden spews a any direr epee d tlrit ooaedian d ibbmufion, irdu6rg euggepions ter rcdrrdng Eas Dueler, b Ere Ol1ee d Marregemem and BrrEgp. Paparvora Redrrdidn Prged (07cbOW6). Washinglai .x 2t15~. __ 02 276 i I EcXHIBIT D MBE/WBE Utilization under Federal Grants, Cooperative Agreements and other Federal Financial Assistance (Standard Form 334 y ,r ~-. .. >•. ~~ .~ ro /~ OMB NOS. 4999-0001 AND 0640.OOt ; EXPIRES: APRIL 30, 1990 MBENVBE• UTILIZATION UNDER FEDERAL GRANTS, COOPERATIVE AGREEMENTS, AND OTHER FEDERAL FINANCIAL ASSISTANCE PART 1. (NEGATIVE REPORTS MAY BE REQUIRED) t0. FEDERAL FISCAL YEAR 19 t8. REPORTING QUARTER (CMCk approODate Do:) ~ is (Ott-Oec.). ^ 2x0 (Jan.•Mar.), ~ Sb (Ay.Jun.), ^ a(n (Jul-Seo.l 2 FEDERAL fINANC1Al ASSISTANCE AGENCY (Dlpaf911dIVApenCy. BurBaWADmin67ptvly Of(Ke. AOCresa1 3. REPORTING RECIPIENT (Name arb AdOre55) ?A REPORTING CONTACT PHONE 30. REPORTING CONTACT PHONE a0. FINANCIAL ASSISTANCE AGREEMENT ID NVMBER a8. FEDERAL FINANCL4l ASSISTANCE PROGRAM aC. TYPE OF FEDERAL ASSISTANCE AGREEMENT GRANT ~ COOPERATIVE AGREEMENT ~ OTHER FEDERAL flNANGAL ASSISTANCE 50. PERIOD WHEN PROCUREMENT UNDER THIS AWARD WILL OCCUR •START GATE END DATE: 58. AMOUNT OF TOTAL PROJECT SC. REGPIENT'S MBEMfBE GOALS (Percent o} prowretnent Odlars (SD) br eacn) DOLLARS PLANNED FOR PROCUREMENT THIS FlSCAL YEAR S MBE % WBE .. MBE S 6. COMMENTS: -----~-----~-- ------_.._.. .-_,......~..~.,,....,,,.o,.,, wBE S ~ SEE INSTRUCTIONS ~. NAME OF AUTHORIZED REPRESENTATIVE B. SIGNATURE OF AUTHORIZED REPRESENTATIVE DATE +/eE •.eenxq n oexe..~.~ ~w. ex.np. e. s.ow.i x.u.n..i.un...o .O..c,. 1;tU1DUtD Fd1~ 1Y eVngxtgD FM IOCJU. REi110D{Kfgx en,.enpeL M DEiURL[Nf O/ CQYYEACE I.L w H Q LZ r O a w C7 Z ~_ W T to W O N r W W Q U O a w w m F- Q a s o s U t`9 C U W m m c G N N m v Q m E z U ~~ m ~ m v a`~U mN c r p W H ovZ O O C m 7 m ~ U ~ O ` a ~+ m m~ . E o 3 -- --- --- --- -- --- --- -- --- --- ~m ~ ~ mw o m r m o Em m m ~v -- ---- ---- ---- --- ---- ---- --- ---- -- -- A o~ ` m a .n '02 2 ~ 6 L_ Q O m h .L w N 0 ~ m N ~ N ~ N e S m •~ 0 ~m'o.¢a ^ ~ ^ . ~ ea c.o w m W A ¢ f ]r n ~ rya ~ ~ R L ~p C r3¢LL ~. N b n m 2 n ~ ~F 8 ° a ~ y ~ o~~~ «v~ .- ~ N l'1 ~ ~2 2Z6 ~~ - INSTRUCTIONS MBE/WBE UTILIZATION UNDER FEDERAL GRANTS, COOPERATIVE AGREEMENTS, AND OTHER FEDERAL FINANCIAL ASSISTANCE - Standard Form 334 A. General InswcUons: MBFJWBE utilization is based on Executive Orders 11625, 12138 and 12432 and OMB Circular A-102. Standard form 334 must be completed by recipients of Federal grants, cooperative agreements, or other Federal financial assistance valued az 5500,000' or more and which involve procurement of supplies, equipment. construction or services to accomplish Federal assistance programs. Recipients are required to report to agency award offidats within one month following the end of each Federal fiscal year quarter p.e. January 3t, Apnl 30, July 31 and October 31) during which arty proare- ment in excess of 510.000 is actually executed un- der this assistance agreement. A woman business enterprise (WBE) is a business concern that is, (t) at least 51 percent owned by one or more women, or, in the case of a publicly owned business, az least 51 percent of the stock is owned by one or mole women; and, (2) whose daily business operations are managed and directed by one or more of the women owners. Business firms which are 51 percent owned by mi- norities or women, but are in fact managed and operated by non-minority individuals do not qualify for meeting MBENJBE procurement goats. The folowing affimtative steps for utilizing MBEs and WBFs are suggested: t. inclusion of MBFs/WBEs on solidtation lists. B. DeflniUons: Procurement is the acquisition through order, purchase, lease or barter of supplies, equipment, construdton or services needed to accomplish Fed- eral assistance programs. A minority business enterprise (MBE) is a business concern that is (1) at (east 51 percent owned by one or more minority individuals, or, in the case of a publidy owned business, at least 51 percent of the stock is owned by one or more minority individuals: and (2) whose daily business ope2tion5 are man- aged and directed by one or more of the minority owners. There is no standard definition of minority individuals used by all Federal financial assistance agencies. However, redpients shall presume that minority in- dividuals indude Black Americans, Hispanic' Ameri- cans, Native Americans. Asian Pacific Americans, or other groups whose members are found to be dis- advantaged by the Small business Act or by the Secretary of Commerce under section 5 of Execu- tive Order t 1625- The reporting contact at your Federal financial assistance agency can provide ad- ditional information. ~ TM.a w ro .apo.,,.q ,e,aanoq .a ,n. En.xa...r..,.i ~.o,a:, c.. apa.,cr IEey R,op.anu ei Eo• Mar,cw umu~.u ..xn, ..eon „roa. au uvwr,ca ap. r.ronu .puabaa e, ,ea u.. e, ,w •...e 2. Assure MBt~NVBEs are solicited once they are identified. 3. Where feasible, divide total requirements into smaller tasks to permit maximum MBEANBE participation. 4. Where feasble, establish delivery sched- ules which wdl encourage MB6WBE par- tidpation. 5. .Encourage use of the services of the U-S. Department of Commerce's Minority Busi- ness Development Agency (MBDA) and the U.S. Small Business Administration to iden- tity MBEsNJBEs. 6. Require that each party to a subgrant. sub- agreement, or contract award take the affirmative steps outlined here. C. Instn+cUona for Part 1: 1. Complete Federal fiscal year and check ap- plicable reporting quarter. (Federal fiscal year runs Irom October t through Septem- ber 30.) 2. Identify the Federal financial assstance de- partment or agency including the bureau. Office Or other subaClivity which admin,SterS your financial assistance agreement- 3. Identify the agency, state, authority, univer- sity or other organization which is the re- cipient of the Federal financial assistance and the person to contact concerning this report. act. Assistance agreement number assigned by Federal financial assistance agency. ab. It appropriate, identify specific department or agency Federal financial assistance pro- gram under which this project is awarded. ac. Check type of Federal assistance. 5a. Period during which contracts and other purchases under this award wAl actually be executed. Sb. Includes procurement using Federal funds plus recipient mattdting funds and funds from other sources. fic. Portion of total proarement dollars recipi- ent plans to spend with MBEs or WBEs this fiscal year. With the cohatrcence of the Federal fnanaal assistance agency, a fair share goal shall be determined by each recipient Sd. Dollar amount of all MBENVBE contracts awarded under this assistance agreement this quarter. Se. Check only 8 one or more procurements in excess of 510,000 were executed this re- porting quarter but ra MBFJWBE procure- ments occurced. Sign and date forth and return it to Federal finanaal assistance agency. '02 27s~ 6. Additional comments or explanations. Please refer to speaf~c item numberlsl ,f appropriate. 7. Name and title o! c9it:ial administrator or designated reporting official. 8. Signature and month, day, year report sub- miried. D. Instructions for Part It: For each MBENJBE. procurement over 510.000 made under this assistance agreement during the reporting quarter, provide the following information. (Redpients may also report on individual MBEWBE procurements of less than 510,000 if they want these cred'ded toward their MBENVBE goals, how- ever, reporting on smaller procurements is not re- quired.) 1. Check whether this is a first tier procure- ment made drectly by Federal financial assistance recipient or other Second tier procurement made by recipient's subgran- tee or prime contractor. Include all qualify- ing second tier purchases executed this quarter regardless o1 when the first tier procurement ocwrced. 2. Check MBE or WBE. 3. Dolar value of procurement. 4. Oate of award, shown as month, day, year. 5. Using codes at the bottom of the form, identity type of product or service acquired through this procurement (eg., enter 1 if agriculture, 2 if mining, etc.). 6. Name and address of MBEMBE firm. ~p2 2 Z EXHIBIT E Labor Code Apprentices '0 2 2.7 s State of California Department of Industrial Relations Division of Apprenticeship Standards RELA7IN6 TOO APPRENTICESOONIPUBLIGRWORKS Chapter 1 of Division 2 APPREN7IGES ON PUBLIC WORKS 1773.3 An awarding agency whose public works contract falls within the jurisdiction ofopetheoaward7to thelDivWSionnof days of the award. send a copy requested by a Apprenticeship Standards. Mhen specifically local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Within five ~e^ti esa to njourneymenY pursuantnto regarding the ratio of app the certified fined number of apprentices to journeymen, the awarding agency shall notify the Division of Apprenticeship Standards. (Added by Stats. 1978, Ch. 1249.) (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 represent- ative on request. (2) A certified copy of all payroll records enumerated in subdivision (aI shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, The Division of labor Standards (b) The payroll records enumerated unaer 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: ,~2 27~ Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request to the public for inspection or copies thereof made, provided, however, that a request by the public shall De made through either the Dody awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the contractor. (c) Each contractor shall file a certified copy c' tie records enumerated in Subdivision (a) with the entity that reques:eC such records within 10 days after receipt of a written request. ;C) Any cony of records made available for ::.s;.ec::cr ss ccpizs anC furnishes upon request to the public ;;r z-y p..cl: aaen;y oy tre awarding body, the Division c. d.~~re~.:icestip Star.carCS or :he Division of .abor Star.darCs _r:forcemen: shall De .:,arkea or o:,literated in such a manner as tc never.: c:sc',esure of an individual's nave, aCdress and scc;~: security ^~'~er. :re na~-,e ana address cf the contractor awarce= :r.e contract or ;.erforminy the contract shall not ~e :rarReo or obliterates. (el The contractor shall inform the c,ody awarci;g the contract of the location of the records enur.,2ratec ,:ncer suodivision (ai, including the street aadress, city anc courty, ana shall, within five working days, provide a notice of a cnanye of location and address. (f) in the event of noncompliance with tits r:quir=r.~ents of this section, the contractor shall have iG Gays in which LJ coaply subsequent to receipt cf written notice specifying ir. woof respects such contractor gust comply wit` this section. Should noncompliance still be eviaent after suc^ i0-say period, the contractor shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars (525) for each caienCar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division cf Apprenticeship Standards or the Division of Labor Standard: Enforcement, such penalties shall be withheld from progress payments then due. (g) The body awarding the contract shall cause to be in serted in the contract stipulations to effectuate this section. Such stipulations shall fix the responsibility for compliance with this section on the prime contractor. oa 2z6 (h) The director shall adapt rules consistent with the California Public Records AcGov.(Ch) and (commencing with Sec. 6250), or Div. 7. Title 1. the Information Practices Act of 1977, (Title 1.8 (commencing with Sec. 1798) Pt. 4, Div. 3. Civ. C.) governing the release of such records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (Added by Stets. 1978, Ch. 1249.) 1777,5, Nothing in this chapter shall prevent the employment of property registered apprentices upon public works. ' Ever such a rentice shall be aid the standard wa e aid to a rentices under the re u ations of the craft or trade at which he is em o ed, and sha be em o ed on at the work o the cra t or tratle to which he is registered. Only apprentices,.as d-efined in Section 3077, who are in training under apprenticeship standards and written appren- rice agreements under Chapter 4 (commencing with Section 3070). Division 3, of the Labor Code, are eligible to De employed on public works. The employment and training of each apprentice shall De in accordance with the provisions of the ' apprenticeship standards and apprentice agreements under which • he is training. f When the contractor to whom the contract is awarded b the state or an o Mica subdivision, or an subcontractor under him, in er ormin an o the wor under the contract or subcontract emp oys workmen ~n any apprenticeaD a cra t or 1 trade the contractor and subcontractor sha apply to the t point a rent~ceshi committee administerin the a renticeshi standards o the cra t or trade ~n the area o the site o the ~,.n ,c work or a cert~ ~cate apDrov~ng the contracto~~ subcontractor unoer ~•~~ a •~••-•---••• ----- em o ment and trainin o a rentices in the area or industr of ected: provided, however, that the approve as estab fished by the point apprenticeship committee or committees shall be subject to the approval of the Administrator of Apprenticeship. The joint apprenticeship committee or committees, subsequent to approving the subject contractor or subcontractor, shall arrange for the dispatch of apprentices to the contractor or subcontractor in order to comply with this section. There shall be an affirmative duty upon the joint apprenticeship committee or committees administering the apprenticeship standards of the craft or trade in the area of the site of the public work to ensure equal employment and affirmative action 02 in apprenticeship for women and minorities. Contri^Qio~isdual shall not be required to submaPDrenticeship suDcontractorsfor approval to local joint applications rovided they are already covered b~enticesocto committees P The ratio of a apprenticeship standards. trade on the journe men who shall be em To etl in the cra t °f renticeshi uD is work ma be the ratio sty u ated in the a committee Standards under which the Jbint d rentlCeShe55 than one the ratio De as otherwise o erates but in no case sh ourne men, exce t a rentice or each ive rovided in this SeCtitln. The contractor or subcontractor, if he is covered by this section, upon the issuance of the approval certificate, or if he has been previously approved in such craft or trade. shall employ the number of apprentices or therenticesh~D apprentices to journeymen stipulated in the aDP he Upon proper showing by the contractor that standards. employs apprentices in such craft or trade in thless tthan one of his contracts each anfaveualjourneymen~f the Division of apprentice to rant a certificate exempting the Apprenticeship Standards may 9 contractor from the 1-to-5 ratio as set forth in this season. 1 to contracts of eneral This section shall not a thousand do ors contractors invo vin ess than th~rt gpecia 0 s; _ or workina days or th~nuan taac9~"~ ^r prime ontrac~u.~ ^-- - ontractor, invo vin ess than two e ,enrY[in0 daYS. )r rewrr ~..~•• - ^Apprenticeable craft or trade", as used in this section, shall mean a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the Appenticeship Council. The joint apprenticeship committee shall have the discretion to grant a certificate, which shall De subject ttinth a acontractorf from Administrator of Apprenticeship, exemp 9 the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met: (a) In the event unemployment for the previous three month period in such area exceeds an average of cent or 15 per In the event the number of apprentices in i (b) such a rea exceeds a ratio of 1-to-5, or ng in train showing that the (c) If there is is a replacing at least apprenticeable craf t or trade l l r t c h o t~ h ~ ba tatewide ey r , (2) or stsr loca on a eith ng train ll) er s a on basis. 2~fi '~ 2 2 7 6 (d) If assignment of an apprentice to any work performed under a public works contract would create a condition which would jeopardize his life or the life, safety. or property of fellow employees or the public at large or it the specific task to which the apprentice is to be assigned is of such a nature that training cannot be provided by a journeyman. When such exemptions are granted to an organization which represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis the member contractors will not De required to submit individual applications for approval to local joint apprenticeship committees, provided they are already covered by the local apprenticeship standards. A contractor to whom the contract is awarded, or any subcontractor under him, who, in perf_o_rming any o the work under the contract, em o s bourne men or a rentices in an a renticeaD a craft or trade and who is not ContriDutin to a fund or unds to administer and conduct the apprenticeship ro ram in an such cra t or trade in the area o the site of the uD is work, to which and or unds other contractors in the area o the site o the pub is work are contriDutin sha contribute to the and or unds ~n each cra t or Lrdae .n w,~~~„ he emp oys journeymen or apprentices on the ub is work in the same amount or u on the same basis and in t e same manner as the other contractors do,_ _Dut where t e trust and administrators are unable to acce t sucn tunas, conLraccars nv~ si nator to the trust a reement sha a a i e amount to the a ~ ornia Apprenticeship ounce he Contractor or subcontractor may add the amount of such contributions in computing his bid for the contract. The Division of Labor Standards Enforcement is authorized to enforce the payment of such contributions to the fund or funds as set forth in Section 221. The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. Such stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor. All decisions of the joint apprenticeship committee under this section are subject to the provisions of Section 3081. (Amended by Stats. 1976. Ch. 1179.) p2 2 7 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works, on the ground of the race, religious creed, color, national origin, ancestry, sex, or age, except as provided in Section 3071, of such employee. (Amended by Stats. 1916. Ch. 1179.) Sec. 1777.7. (a) In the event a contractor willfully fails to comply with the provisions of Section 1777.5, such contractor shall: (1) Be denied the right to Did on any public works contract for a period of one year from the date the determination of noncompliance is made Dy the Administrator of Apprenticeship: and (2) Forfeit as a civil penalty in the sum of fifty dollars (S50) for each calendr day of noncompliance. Notwithstanding the provisions of Section 1727, upon receipt of such a dtermination the awarding body shall withhold from contract progress payments then due or to become due such sum. (b) Any such determination shall De issued after a full investigation, a fair and impartial hearing, and reasonable notice thereof in accordance with reasonable rules and procedures prescribed by the California Apprenticeship Council. (c) Any funds withheld by the awarding body pursuant to this section shall be deposited in the General Fund if the awarding body is a state entity, or in the equivalent fund of an awarding body is an entity other than the state. The interpretation and enforcement of Sections 1777.5 and 1717.7 shall be in accordance with the rules and procedures of the California Apprenticeship Council. (Amended by Stats. 1978. Ch. 1249.) 02 2z~ I EX1iiBIT F Prevailing Wages I WAIS Document Retrieval GENERAL DECISION CA020037 08/09/2002 CA37 Date: August 9, 2002 General Decision Number CA020037 Superseded General Decision No. CA010037 State: California Construction Type: BUILDING DREDGING HEAVY HIGHWAY County (ies): SAN BERNARDINO BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 03/01/2002 1 03/08/2002 2 03/22/2002 3 03/29/2002 9 05/10/2002 5 06/07/2002 6 07/05/2002 7 07/19/2002 B 08/02/2002 9 06/09/2002 COUNTY(ies): SAN BERNARDINO * ASBEOOOSB 08/09/2002 Rates Fringes Includes the application of all insulating materials, protective coverings, coatings, and finishings to all types of mechanical systems INSULATOR/ASBESTOS WORKER 30.98 7.86 ASBEOOOSZ 10/19/1998 Rates Fringes ASBESTOS REMOVAL/ HAZARDOUS MATERIAL HANDLER Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing oa all insuling materials from mechanical systems, whether they contain asbestos or not 19.70 4.67 ---------------------------------------------------------------- Page 1 of 20 .02 2~fi http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval Page 2 of 20 ~i02 276 BOIL0092F 10/01/2001 Rates Fringes BOILERMAKER 31.01 11.95 BRCA00090 05/01/2002 Rates Fringes BRICKLAYER; MARBLE MASON 28.22 6.20 BRCAOOl8G 06/01/2002 Rates Fringes TILE LAYERS 26.50 7.95 TILE FINISHERS 16.65 2.91 MARBLE FINISHER ------------------------------------- 19.90 --------------- 3.56 ------------ BRCA0018K 12/01/2000 Rates Fringes TERRAZZO WORKER 26.78 5.34 TERRAZZO FINISHER ------------------------------------- 20.53 --------------- 5.39 ------------ CARP0002B 07/01/2001 Rates Fringes DIVERS: Diver, wet 486.08 per day 5.61 Diver, stand-by 243.04 per day 5.61 Diver tender ------------------------------------- 235.09 per day --------------- 5.61 ------------ CARP0002Q 07/01/2001 Rates Fringes Work on wood framed construction of single family residences, apartments or condominiums under 9 stories DRYWALL INSTALLERS 19.00 5.18 DRYWALL STOCKER/SCRAPPER 10.00 4.92 All other work DRYWALL INSTALLERS 27.75 6.93 DRYWALL STOCKER/SCRAPPER ------------------------------------- 10.00 --------------- 4.42 ------------ CARP0003E 07/01/1998 Rates Fringes CARPENTERS: Work on wood frame, tilt up or conc rete block construction including but not limited to: shoppin g centers, stores, office buildings, fast food establishments, also including curb, gutter and sidewalks where the total cost of the project does not exceed seven and one-half million ($7,500,00 0.00) dollars. CARPENTERS: Carpenter, cabinet installer, http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval Page 3 of 20 .~ 2 2 Z 6 insulation installer, floor worker and acoustical installer 22. 75 6.28 Shingler 22. 88 6.28 Roof loader of shingles 15. 42 6.28 Saw filer 22. 83 6.28 Table power saw operator 22. 85 6.28 Pneumatic nailer or power stapler 23. 00 6.28 Fence builder 20. 30 6.28 Millwright 23. 25 6.28 Pile driver; Derrick barge; Bridge or dock carpenter; Cable splicer; Heavy framer; Rockslinger 22. 88 6.28 Head rockslinger 22. 98 6.28 Rock barge or scow 22. 78 6.28 Scaffold builder 17 .00 6.28 All other work: CARPENTERS: Carpenter, cabinet installer, insulation installer, floor worker and acoustical installer 29. 75 6. 28 Shingler 29. 88 6. 28 Roof loader of shingles 17. 42 6. 28 Saw filer 24. 83 6. 28 Table power saw operator 29. 85 6. 28 Pneumatic nailer or power stapler 25. 00 6. 28 Fence builder 22. 30 6. 28 Millwright 25. 25 6. 28 Pile driver; Derrick barge; Bridge or dock carpenter; Cable splicer; Heavy framer; Rockslinger 24. 88 6. 28 Head rockslinger 24. 98 6. 28 Rock barge or scow 24. 78 6. 28 Scaffold builder 19. 00 6. 28 FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre-drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional. CARP0003H 07/01/2001 Rates Fringes MODULAR FURNITURE INSTALLER 14.99 5.805 LOW WALL MODULAR TECHNICIAN 18.22 5.805 FULL WALL TECHNICIAN 21.47 5.605 ELECOOIIC 12/01/2001 http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval Rates Fringes COMMONICATIONS AND SYSTEMS WORK: Installer 22.13 38 + 4.90 Technician 23.93 38 + 4.90 SCOPE OF WORK: Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package. ELEC0477B 06/09/2002 Electrician Cable splicer Electrician, tunnel work Rates Fringes 28.25 38+10.75 27.75 38+10.75 33.37 38+10.75 ZONE PAY: Zone A - 80 road miles from Post Office, 455 Orange Show Lane, San Bernardino, will be a free zone £or all contractors Zone B - Any work performed outside Zone A's 80 road miles, shall add $8.00 per hour to the current wage scale. ELEC1295A 06/01/2002 Rates Fringes LINE CONSTROCTION Lineman; Cable splicer 33.16 4.58+7.08 Equipment specialist (operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), and overhead and underground distribution line equipment) 28.19 9.58+6.80 Groundman 21.56 4.58+6.80 Powderman 31.51 9.58+6.89 Page 4 of 20 ~D2 276 http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? W AISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval ELEV0018A 09/15/20C1 Rates Fringes ELEVATOR MECHANIC 33.695 7.955 FOOTNOTE: Vacation Pay: 8$ with 5 or more years of service, 6~ for 6 months to 5 years service. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Friday after, and Christmas Day. ---------------------------------------------------------------- ENGI0012C 07/01/2002 Rates Fringes POWER EQUIPMENT OPERATORS: GROUP 1 27.85 11.85 GROUP 2 28.63 11.85 GROUP 3 28.92 11.85 GROUP 9 30.21 11.85 GROUP 5 30.93 11.85 GROUP 6 30.59 11.85 GROUP 7 30.66 11.65 GROUP B 30.83 11.85 GROUP 9 30.93 11.65 GROUP 10 30.96 11.85 GROUP 11 31.04 11.85 GROUP 12 31.16 11.85 GROUP 13 31.33 11.85 GROUP 19 31.93 11.85 GROUP 15 31.54 11.85 GROUP 16 31.66 11.85 GROUP 17 31.83 11.85 GROUP 18 31.93 11.65 GROUP 19 32.04 11.85 GROUP 20 32.16 11.85 GROUP 21 32.33 11.65 CRANES, PILEDRIVING & HOISTING EQUIPMENT: GROUP 1 29.00 11.85 GROUP 2 29.78 11.85 GROUP 3 30.07 11.85 GROUP 9 30.21 11.85 GROUP 5 30.93 11.35 GROUP 6 30.54 11.85 GROUP 7 30.66 11.35 GROUP 8 30.83 11.85 GROUP 9 31.00 11.85 GROUP 10 32.00 11.85 GROUP 11 33.00 11.85 GROUP 12 39.00 11.85 GROUP 13 35.00 11.80 TUNNEL WORK: GROUP 1 30.28 11.85 GROUP 2 30.57 11.85 GROUP 3 30.71 11.85 GROUP 4 30.93 11.85 Page 5 of 20 ~2 276 http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval GROUP 5 GROUP 6 GROUP 7 31.04 11.85 31.16 11.85 31.96 11.85 FOOTNOTES: Workers required to suit up and work in a hazardous material environment: $1.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes Toed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine oeprator (or similar types); Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (side steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator; Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck GROUP 5: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator; Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator (including water wells); Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system Page 6 of 20 02 2? 6 http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval Page 7 of 20 (below ground); Pavement breaker operator (truck mounted); Road O ~ ~ ~ U oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/9 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms); Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 6: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/9 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 600 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pumpcrete gun operator; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 7: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment) GROUP 8: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 9: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 10: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.) GROUP 11: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 12: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 13: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 19: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) GROUP 15: Rotex concrete belt operator (or similar types); Page 8 of 20 '0 2 2 7, F http://frwebgate5. access.gpo. gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval Page 9 of 20 Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types ir. any combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagcn and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds. struck) GROUP 16: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - single engine, over SO yds. struck); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) GROUP 18: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 19: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 21: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Eork lift operator (includes Toed, lull or similar types) GROUP 2: Truck crane oiler GROUP 3: A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 9: Bridge-type unloader and turntable operator; Helicopter hoist operator http://frwebgate5.access.gpo. gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum) GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/9 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROOP ~: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane repair; Tugger hoist operator (3 drum) GROUP 8: Crane operator (up to and including 25 ton capacity); Crawler transporter operator; Derrick barge operator (up to and including 25 ton capacity); Hoist operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.) GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry GROOP 11: Crane operator (over 100 tons and up to and including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12: Crane operator tons mrc); Derrick barge including 300 tons mrc); or similar type (over 20 mrc); Mobile tower crane including 300 tons mrc) (over 200 tons up to and including 300 operator (over 200 tons up to and Hoist operator, stiff legs, Guy derrick tons, up to and including 300 tons operator (over 200 tons, up to and GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons) TUNNEL CLASSIFICATIONS Page 10 of 20 02 276 http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? W AISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval GROUP 1: Skiploader (wheel type up to 3/9 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3: Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 9: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (At he y, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ---------------------------------------------------------------- ENGI0012D 08/01/2002 POWER EQUIPMENT OPERATORS: DREDGING Rates Fringes Leverman 39. 65 11. 85 Dredge dozer 31. 16 11. 85 Deckmate 31. 07 11. 85 Winch operator (stern winch on dredge) 30.52 11.85 Fireman; deckhand and bargeman 29. 98 11. 85 Barge mate ----------------------------- 30. --------- 59 ------- 11. -------- 85 ----------- IRONOOOIR 07/01/2002 Rates Fringes IRONWORKERS: Fence erector 25.97 15.29 Ornamental, reinforcing and structural 26.86 15.29 FOOTNOTE: Work at China Lake Naval Test Station, Edwards Air Force Base, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, 29 Palms-Marine Corps, U.S. Marine Base-Barstow additional $3.00 per hour. Work at Yermo Marine Corps Logistic Center additional $2.00 per hour. ---------------------------------------------------------------- LABOOOOIB 07/01/2002 Rates Fringes Page 11 of 20 02 2? 6 http://frwebgate5.access.. gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval BRICK TENDER LAB00002H 07/01/2002 LABORERS: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 TUNNEL LABORERS: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GUNITE LABORERS: GROUP 1 GROUP 2 GROUP 3 21.10 9.57 Rates Fringes 20. 10 9.96 20. 65 9.98 21. 20 9.98 22. 75 9.98 23. 10 9.98 23. 01 9.98 23. 33 9.98 23. 79 9.98 29. 98 9.98 22. 89 12.73 21. 89 12.73 18. 35 12.73 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 73'-0" above base level, that work performed above the 75'-0" level shall be compensated for at 35 cents per hour above the applicable classification wage rate. LABORER CLASSIFICATIONS GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator (walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and installer; Page 12 of 20 02 2?fi http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval Chuc ktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water pipeline wrapper - pot tender and form person; Guinea chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock Slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock Slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person), water blasting, Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: A11 power drills, excluding jackhammer, whether core, diamond, Page 13 of 20 02 276 http://frwebgate5.access.gpo.gov/cgi-bin/waisgate.cgi? WAI SdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval Page 14 of 20 02 27fi wagon, track, multiple unit, and any ar,d all other types of mechanical drills without regard to the form of motive power; Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1: Batch plant laborer; Bu11 gang mucker, track person; Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Nipper; Pat tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.); Vibrator person, jack hammer, pneumatic tools (except driller) GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4: Diamond driller; Sandblaster; Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1: Nozzle person and rod person GROUP 2: Gun person GROUP 3: Rebound person * LAB00783D 08/07/2002 Fort Irwin, George Air Force Base, Marine Corps Air Station 29 Palms, Rates Fringes Marine Corps Logistics Supply Base: PLASTERER TENDER 26.00 PLASTER CLEANUP LABORER 23.45 Remainder of San Bernardino County: PLASTERER TENDER 23.00 PLASTER CLEANUP LABORER 20.45 ------------------------------------------------------ LAB00882B 01/01/2002 ASBESTOS REMOVAL LABORER 10.17 10.17 10.17 10.17 Rates Fringes 20.97 7.65 SCOPE OE WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. http://frwebgate5. access.gpo. gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval LA801189A 07/C'_/2002 LABORERS - STRIPING: GROOP 1 GROUP 2 GROUP 3 GROUP 9 Rates Fringes 20. 65 8. 92 21. 50 8. 92 23. 82 8. 92 26. 02 8. 42 LABORERS - STRIPING CLASSIFICATIONS GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers; operation of all related machinery and equipment; power broom sweeper GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all related machinery and equipme r.t ---------------------------------------------------------------- PAIN0036A 07/01/2001 PAINTER (includes lead abatement): Work on service stations and and car washes; Small new commercial work (defined as construction up to and including 3 stories in height, such as small shopping centers, small stores, small office buildings and small food establishments); Small new industrial work (defined as light metal buildings, small warehouses, small storage facilities and tilt-up buildings); Repaint work (defined as repaint of Rates Fringes Page 15 of 20 02 276 http://frwebgate5.access. gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval any structure with the exception of work involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities); Tenant improvement work (defined as tenant improvement work not included in conjunction with the construction of the building, and all repainting of tenant improvement projects 21.25 5.63 All other work 29.52 5.63 PAIN0036H 10/01/2001 Rates Fringes DRYWALL FINISHERS 25.33 7.93 ---------------------------------------------------------------- PAIN0036R 06/01/2002 Rates Fringes GLAZIERS 29.20 8.95 FOOTNOTE: Additional $1.25 per hour for work in a condo, from the third (3rd) floor and up Additional 51.25 per hour for work on the outside of the building from a swing state or any suspended contrivance, from the ground up PAIN1297B 03/01/2002 Rates Fringes SOFT FLOOR LAYER 25.95 6.25 * PLAS0200H 08/07/2002 Rates FORT IRWIN; GEORGE AIR FORCE BASE; MAARINE CORPS AIR STATION 29 PALM,; AND MARINE CORPS LOGISTICS SUPPLY BASE: PLASTERERS 29.77 REMAINDER OF COUNTY: PLASTERERS 26.77 PLASOSOOB 07/01/2002 Rates CEMENT MASON 23.05 Fringes 6.76 6.76 --------------- Fringes 11.56 Page 16 of 20 02 2?6 http://frwebgate5.access. gpo. gov/cgi-bin/waisgate.cgi? W AISdocID=17486722009+3+0+,.. 08/12/2002 WAIS Document Retrieval Page 17 of 20 02 2~~ PLUM0016B C7/O1/2000 Rates PLUMBER; STEAMFITTER: Work on strip malls, light commercial, tenant improvement and remodel work 22.95 Work on new additions and remodeling of bars, restaurants, stores and commercial buildings, not to exceed 5,000 sq. ft. of floor space 24.93 All other work: Fort Irwin Army Base, Marine Corps Logistic Base at Nebo, Marine Corps Logistic Base at Yermo and Twenty-Nine Palms Marine Base 29.28 George Air Force Base 28.03 Remainder of County 25.78 SEWER AND STORM DRAIN WORK 17.96 Fringes 8.90 11.32 11.87 11.87 11.87 10.76 -------------- PLUM0395A 07/01/2001 Rates Fringes LANDSCAPE & IRRIGATION FITTER 20.38 11.10 ROOF0036B 09/01/2001 Rates Fringes ROOFER 29.77 5.40 Duties limited to the following: Roof removal of any type of roofing or roofing material; or spudding, or sweeping; and/or clean-up; and/or preload in, or in preparing the roof for application of roofing, damp and/or waterproofing materials PRE PARER 16.24 1.00 FOOTNOTE: Pitch premium pitch fumes or reguired impregnated products, o the entire roofing crew premium" pay. ----------------------- SFCA0669I 09/01/1999 Work on which employees are exposed to to handle pitch, pitch base or pitch any material containing coal tar pitch, shall receive $1.75 per hour "pitch ---------------------------------------- Rates Fringes DOES NOT INCLUDE THE NORTHERN PART OF THE CITY OF CHINO, OR THE CITIES OF MONTCLAIR OR ONTARIO: SPRINKLER FITTER (FIRE) 23.00 6.40 http://frwebgate5. access.gpo.gov/cgi-bin/waisgate. cgi? W AISdocID=17486722009+3+0+... 08/12/2002 WAIS Document Retrieval SFCA0709D 09/01/2001 Rates Fringes THE NORTHERN PART OF THE CITY OF CHINO, AND THE CITIES OF MONTCLAIR AND ONTARIO: SFRINKLER FITTER (FIRE) ____________________________________ 31.58 ____________ 10.95 ________________ SHEE0102G 07/01/2002 Rates Fringes INDOSTRIAL Work on all air pollution control systems, noise abatement panels, blow pipe, air-veyor systems, dust collecting, baghouses, heating, air conditioning, and ventilating (other than creature comfort) and all other industrial work, including metal insulated ceilings SHEETMETAL WORKER 26.07 15.00 SHEE0102H 07/01/2002 Rates Fringes COMMERCIAL: Work on all commercial HVAC for creature comfort and computers clean rooms, architectural metals, metal roofing and lagging, over insulation SHEET METAL WORKER 29.49 11.30 TEAMOOIII 07/01/2002 Rates Fringes EDWARDS AFB, FORT IRWIN, GEORGE AFB, MARINE CORPS LOGISTIC BASE AT NEBO & YERMO, TWENTY-NINE PALMS BASE TROCK DRIVERS: GROUP 1 24. 89 12. 84 GROUP 2 24. 99 12. 84 GRODP 3 25. 12 12. 89 GROUP 4 25. 31 12. 84 GRODP 5 25. 25 12. 84 GROUP 6 25. 37 12. 69 GROUP 7 25. 62 12. 89 GROUP 8 25. 67 12. 89 GROUP 9 26. 02 12. 89 GROUP 10 26. 37 12. 84 GROUP 11 26. 87 12. 84 REMAINDER OF COUNTY: GROUP 1 21. 89 12. 89 GROUP 2 21. 99 12. 84 GROUP 3 22. 12 12. 84 GROUP 9 22. 31 12. 89 GROUP 5 22. 25 12. 89 GROUP 6 22. 37 12. 89 Page 18 of 20 D2 2Z 6 http://frwebgate5. access.gpo. gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval GROUP 7 22. 62 12. 84 GROUP 8 22. 67 12. 84 GROUP 9 23. 02 12. 84 GROUP 10 23. 37 12. 89 GROUP 11 23. 87 12. 89 TRUCK DRIVER CLASSIFICATIONS GROUP l: Truck driver GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck-mounted broom GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver GROUP 9: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vahicles - 9 or more axle; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8: Dump truck, 25 yds. or more water level; Truck repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - 51.25 additional when operating winch or similar special attachments WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). ---------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations Page 19 of 20 02 2Z6 http://frwebgate5.access. gpo. gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/ 12/2002 WAIS Document Retrieval indicate unions whose ra*_es have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requester considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 9.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION Page 20 of 20 02 2?6 http://frwebgate5.access. gpo.gov/cgi-bin/waisgate.cgi? WAISdocID=17486722009+3+0+... 08/12/2002 02 2z~ AGREEMENT 02 276 AGREEMENT CITY OF SAN BERNARDINO between THIS AGREEMENT is made and concluded this ~ day of {~ UGi~, 2002, t_he City of San Bernardino (hereinafter City"), and MaNch Corporation (hereinafter "Contractor"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the City, and under the conditions expressed in the bond as deposited with the City, receipt of which is hereby acknowledged, Contractor agrees with the City, at Contractor's own proper cost and expense in the Special Provisions to be furnished by the City, necessary to complete in good workmanlike and substantial manner the STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT N0.07-49-02680.02 in strict conformity with Plans and Special Provisions No. 10494, the public works bidding addenda issued by the City before August 6, 2002, the Bid Documents submitted by the Contractor to the City on august 6, 2002, and also in accordance with Standard Specifications for Public Works Construction, 2000 Edition, on file in the Office of [he City Engineer Public Works Division, Department of Development Services City of San Bernardino, all of which Plans and Special Provisions, addenda, Bid Documents of the Contractor, and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. Contractor agrees to receive and accept the prices as se[ forth in the Contractor's 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 [he 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 account of race, color, creed, religion, sex, marital status, national origin, 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. 02 276 AGREEMENT: STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 31D STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT FEDERAL E.D.A. PROJECT NO. 07-49-02680.02 4. City hereby promises and agrees with the said Contractor [o 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 Name of Firm: Mauch CorOOra~ BY BY: ~'~'~~oYY'~/V ~+/1 TITLE: Eugene Botsvert dke PnxWent MAII.ING ADDRESS: Matlrh Corporarion P.O. Box 50,000 San Bemardhw, Cs. 9241 ATTEST: FI~VALLES, Mayor of San Bernardino ~ ~ ~~~ ACHEL CLARK, City Clerk PHONE NO.:( ) Phone I~)825-9100 APPROVED AS TO FORM AND LEGAL CONTENT: JAMES F. PENMAN, City Attorney - BY: ~- ~ Sros~. I o4NSeI 02 2 z ~= CONTRACT BOND -CALIFORNIA Bond 3SE 057 599 00 FAITHFUL PERFORMANCE - PUBLIC WORK Initial premium charged for this bond is $3,821.00 subject to adjustment upon completion of contract at applicable rate on final contract price. KNOW ALL BY THESE PRESENTS, That Matich Corporation of 1371 South La Cadena Drive. Colton. CA 92324 as Principal, and the American Manufacturers Mutual Insurance Company , a corporation organized and existing under the laws of the State of Illinois a nd authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto City of San Bernardino in the sum of Four Hundred Ninety Nine Thousand Four Hundred Ninety Nine and 00/100--------------------------- ----------------------------------------------- -------------- Dollazs($ 499,499.00 ), for the payment whereof, well and truly to be made, said Principal and Surety bind themselves, [heir heirs, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION (S SUCH, That WHEREAS, the above-bounden Principal has entered into a Contract, dated 8/19 2002 ,with the City of San Bernardino to do and perform the following work, to-wit: Del Rosa/3rd Street Improvements NOW, THEREFORE, if the above-bounden Principal shall faithfully perform all the provisions of said Contract, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER THAT, Any suit under this bond must be instituted before the expiration of two (2) years from the date of substantial completion of the work to be performed under the Contract . Signed and sealed this 26th day of Auqust 2002 Matich Corporation ~r ^ Principal L ~9eee 8oistfert Vke PresWent American Manufacturers Mutual Insurance Company By ~AG°~z~ ~~izQ -v. J epner Attorney-in-Fact 5-0815/GEEF 1a/99 CAI IFORNIA ALL-PURPOSE ACKNOWLEDGMENT 0 2 2 ~ 6 No. 5997 State of Califomia County of On ~/..:~lv ~j ~, before me, Nanette Myers, Notary Public ~ DA NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC" personally appeared Jane Kepner NAME(S) OF SIGNER(S) ® personally known to me - OR - ^ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon NANETTEMYERS behalf of which the person(s) acted, executed the instrument. ` ~'"" Commissronf11331194 z " - Notary PubFc -Califomia _ ;'AS,.. Orate Nov 20, 2005 t,~yComm.Exproa WITNESS my hand and~,offici"al seal. ~ZG~rflr~a ~Cv~-. SIG URE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ^ INDIVIDUAL ^ CORPORATE OFFICER TITLE(S) ^ PARTNER(S) B LIMITED GENERAL ® ATTORNEY-IN-FACT ^ TRUSTEE(S) ^ GUARDIAN/CONSERVATOR ^ OTHER: DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) 5-4067/GEEF 2/96 DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED 8236 Remmet Ave CAI„IFORNIA ALL-PURPOSE ACKNOWLEDGMENT 0~ 27 No. 5907 State of California County of Orange On ~/~ C%,~ before me, Nanette Myers, Notary Public ~ DATE NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC" personally appeared Jane Kepner NAME(S) OF SIGNER(S) ® personally known to me - OR - ^ 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/herltheir NANETfEN1YERS "' Commission 1{1331194 .. '.. Nota~a~ My Comm. ExpMes Nov 2D. 2005 signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. /uvn-c-~c ~r~---, SIGN RE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ^ INDIVIDUAL ^ CORPORATE OFFICER TITLE(S) ^ PARTNER(S) ® LIMITED GENERAL ® ATTORNEY-IN-FACT ^ TRUSTEE(S) ^ GUARDIAN/CONSERVATOR ^ OTHER: DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DATE OF DOCUMENT 5-4067/GEEF 2/96 ®1993 NATIONAL 91309-7184 SIGNER(S) OTHER THAN NAMED ABOVE 02 276 POWER OF ATTORNEY Know All Men By These Presents: That the Lumbermens Mutual Casualty Company, the American Motorists Insurance Company, and the American Manufacturers Mutual Insurance Company, corporations organized and existing under the laws of the State of Illinois, having their principal office in Long Grove, Illinois (hereinafter collectively referred to as the."Company") do hereby appoint Jane Kepner ,Mike Parizino ,James A. Schaller ,Alexis H. Bryan ,Nanette Marietta-Myers , Linda Enright ,Leigh McDonough ,Jeri Apodaca ,Patricia H. Brebner ,Suzanne Edwards and Rhonda C. Abel of COSTA MESA , CA (EACH) . their true and lawful agent(s) ahtl Attorney(s}in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as their act and deed: Any and all bonds and undertakings IXCEPiION: NO AUTHORITY is granted to make, execute, seal and deliver any bond or undertaking which guarantees the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. This appointment may be revoked at any time by the Company. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal office in Long Grove, Illinois. This Power of Attorney is executed by authority of resolutions adopted by the Executive Committees of the Boards of Directors of the Company on February 23, 1988 at Chicago, Illinois, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOT®, That the Chairman of the Board, the Resident, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the Executive Committee of the Boards of Directors of the Company at a meeting duly called and held on the 23rd day of February, 1988: "VOT®, That the signature of the Chairman of the Board, the Resident, any Vice Resident, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to resolution adopted by the Executive Committee of the Board of Directors on February 23, 1988 and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company." FK 09 75 (Ed. 09 01) Page 1 of 2 Printed in U.S.A. ~2 ??~ DATE (MM/DD/YY) A CORD.. CERTIFICATE OF LIABILITY INSURANCE osiz6ioz Paooucea THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Aon Risk Services, Inc. of Southern California AND CONFERS NO RIGHTS UPON THE CERTIFIC;ITE HOLDER.THIS 1901 Main Street CERTIFICATE. DOES NOT AMENU, EXTEND UR.4LTER THF. Suite 300 Irvine CA 92619 OSA COVERAGE AFY'ORDED BY TIIE POLICIES BELOW. INSl1RERS AFFORDING COVERAGE PxorvE-(949) 608-6300 PAx-)999( 60B-6951 INSUaeD INSCRER A Combined Specialty Insu_ance Company Matich Corporation INSLRER R Great Ame ri Cdn E 5 S Insc ranee Co¢pdny P.O. Box 50000 San Bernardino CA 92912 USA INSURERC INSURER U. INSURERE COVERAGES ThisCertificateis noLin[ended.[o s eei all endorsements, coves es, terms, conditions and exclusions of the lieies shown. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED ,NOTWITHSTANDING ANY REQUB2EMF,NT. TERM OR CONDITION OF ANY CONTRACT OR O"MI CR DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SI1BlECT TO ALL THE TERMS. EXCLUSIONS AND CONDI [IONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAI MS. INBR LTR TYPE OP INSU0.4NC.E POLICY NUMBER POLICY EPEEC'rIVE POLICY EXPIRATION ' LIMITS DATE(MM\DD\YV) DA FE(MM\DD\YY) A GENERAL LIABILITY 1CP50054fi00 07/C1/C 0/0'_/03 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Anv one frel $50,000 CIAIMS MADE X^ OCCUR MF.D 6XP (Anv one Pcesonl $ 5 000 PERSONAL&ADY NIURY $1,000,000 GENERAL AGGREGATE $2 000 OOO ' , , GEN L AGGREGATE LIMIT APPLIES PF.R PRODUCTS-COMP/OP AGG $2,000 000 PR0. ~ ~ , POLICY LOC IECT A A DTOMOBILE LL4BILITY 1CP5OC 59600 07/01/02 09/01/03 COMBINED SINGL[ LIMIT X AVV AUTO (Ee acctdenQ $1,000,000 AI,L OWNEU AU rOS BODILY INJLRV SCFIEDULED AUTOS (Pu person) X HIRED AUTOS BODILY INIURV X NON OWNED AUTOS (Per xccidrnp Y' Coll Ded SI 000 PROPERTY DAMAGE (P id X craw cnp rim„ Ded sl nnn GANAGf: LIABILITY AUTO ONLY - EA ACCIDENT ANV AUTO OTHER THAN EA ACC AUTO ONLY AGG B E%CESS LIABILITY TGE2533960 09/01/0_° 07/01/03 EACH OCCURRENCE $8,000,000 X OCCUR ^ CLAIMS MADE, AGGRF.GATF. $B, OOO, 000 DeDUCTIBLE RETENTION A WONKENS COMPENSATION AND 1(.w50054900 07/O1/C2 i X WC STATU- OT11- EMPLOYERS' LIABILITY T RV LIMITS ER E. L. EACH ACCIDENT $1, 000000 F.L. DISEASEPOLICY LIMIT $1,000,000 F,.L DISEASE-EA EMPLOYEE $1,000,000 OTHER 0 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re: Del Rosa Drive & Third Street, San Bernardino International Airport See ednorsement (s) attached CERTIFICATE HOLDS CANCELLATION SHOULD ANV OF THE AROVF DESCRIBED POLICIES 8E CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City Of San Bernardino 3U DAYS q'RI FFEN NOTICE TO THECERTI LATE HOLDS AHED TO THE LEFT. City ERCJi REe YS Office - 3rd Fl OOr pUT FAILURE TO DO SO SHALL IMPOSE O BLIG TIO O LIABILITY 300 N "D° Street OF ANY KIND UPON TIIE COMPANY. IT A ,NTS OR P SENTA IVES. San Bernardino CA 92408 USA AUTHORIZED REPRESENTATIVE - n ACORD 25-5 7 7 AC RD PORAT N 1988 Certificate No: s~ooo3~52606 Holderldentifier: 02 276 POLICY NUMBER: 1CP50054600 COMMERCIAL GENERAL LIABILITY 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 Name of Person or Organization: SCHEDULE City of San Bernardino, its officers, directors, agents and employees Re: Del Rosa Drive & Third Street San Bernardino International Airport (If no entry appears above, information required to complete this endorsement will be shown in the Declazations 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" performed for that insured by or for you. AI-Primary CG2010(11-85) p2 2Z6 Company Combined Specialty Insurance Company Policy Period 7/1/02 ATTACHED TO AND FORMING PART OF POLICY NUMBER 1 CP50054600 TO 7/1/03 Endorsement No. ENDORSEMENT EFFECTIVE (Standard Time) Month/Day/Year 12:01 A.M. NOON 7/1/02 (x) INSURED Matich Corporation PRODUCER AND CODE CPG/SPEC. RISK RESOURCES INS AGCY, INC. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE FORM ADDITIONAL INSURED PRIMARY WORDING The following changes are made to Section IV -Commercial General Liability Conditions: The following is added to Condition 4. Other Insurance As subparagraph d. Additional Insured: d. Additionallnsured Where you have entered into a written contract or agreement to name a person or organization as an insured under this coverage part and that written contract or agreement required this insurance to be primary and noncontributory, we will not seek contribution from any other insurance unless the "Amendment of Other Insurance Condition' CG 00 55 03 97 endorsement applies. Name of Person or Organization: City of San Bernardino, its officers, directors, agents and employees Re: Del Rosa Drive & Third Street San Ber ardi International Airport ~ ~~~~ UT D REPRESENTATIVE ~// ~~" DATE GL CPG 32 (3102) 02 27~ DATE (MM/DD/YY) AG(JRD.. CERTIFICATE 4F LIABILI TY INSURANCE. osiz6ioz eaoouceR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Aon Risk Services, Inc. of Southern California AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS 1901 Main Street CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE suite 300 COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine CA 92619 UBA INSURERS AFFORDING COVERAGE PBONE~)9991 60H-6300 FAX-(999) 608-6951 INSURED INSURER A Combined Specialty Insurance Company Matich Corporation msuREA B, Great Ame Yican E & S Insurance Company Box 50000 P O . . San Bernardino CA 92912 USA INSURER C. INSURER D. INSURER E: COVD' ItA E T•IlS GL4't(f10R6C'A _ttlJt WtCAiICd;iO S CCI `86 4ttdOt3CR1CD2Si'C-0VCte DS tDtiRS COttdl[IOD5 and BXCIBSIO(IS Of fI1C IICi06 SIIOWII. THE POLICIES OF MSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD MDICATED, NOTWITHSTANDMG ANY REQUntEMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT W ITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRffiED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS IN6R LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MM\DD\YY) DATE(MM1RDD\YY) I` GENERAL LIABILITY 1CP50059600 07/01/02 OT/01/03 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(MV One Rre) $50,000 CLAIMS MADE ^X OCCUR MED EXP fMV one Person) 5 000 PERSONAL&ADV INIURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOP AGG $2,000,000 PRO ~ ~ LOC POLICY IECT A A UTOMOBILE LIABILITY 1CP50054600 07/01/02 0~/Ol/03 COMBINED SMGLE LIMIT (Ea accidenp $1 000 000 X ANY AUTO , , ALL OWNED AUTOS BOOILY M1URY (Per person) SCHEDULED AUTOS X HIRED AUTOS BODILY MIURY (Per accidenp X NON OWNED AUTOS X COIL Dcd. 61,000 PROPERTY DAMAGE (Per accidenp X r~m~ Ded si nnn GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ANY AUTO OTHER THAN EA ACC AUTO ONLY'. AGG B EXCESS LIABILITY TSE2533460 07/01/02 07/01/03 EACH OCCURRENCE $6,000,000 X OCCUR ^ CLAIMS MADE AGGREGATE $8,000,000 DEDUCTIBLE RETENTION A 1CW50054700 p~/01/02 X WC STAN- DTH- WORKERS COMPENSATION AND ' IMI A LIABILITY EMPLOYERS E L. EACH ACCIDENT $I, 000, D00 E L. DISEASE-POLICY LIMIT $l, DOD, 000 E L. DISEASE-EA EMPLOYEE $1,000,000 OTHER 0 DESCRIPTION OF OPERATIONS/LOCATION$/VEHICLESIEXCLUSIONSRDDED BY ENDORSEMENT/SPECIAL PROVISIONS Re: Del Rosa Drive 6 Third Street, San Bernardino International Airport See ednorsement ls) attached SHON.D ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSURJG COMPANY WILL ENDEAVOR TO MAIL C1tV 0£ Sdn Bernardino )O DAYS WRITTEN NOTICE TO THE CERTI CATS HOLDE AMED TO THE LEFT. City Enginee YS O££iCe - 3Yd F100L BUT FAILURE TO DO SO SHALL IMPOSE O BLIG 10 O LIABILITY 3D0 N "D" Street OF ANY KMD UPON THE COMPANY. IT A NT$OR P $ENTA IVES San Bernardino CA 92908 USA AUTHORIZED REPRESENTATIVE Certificate ND : 570003752606 Holder Identifier p~ 276 POLICY NUMBER: 1CP50054600 COMMERCIAL GENERAL LIABILITY 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 Name of Person or Organization: SCHEDULE City of San Bernardino, its officers, directors, agents and employees Re: Del Rosa Drive & Third Street San Bernardino International Airport (If no entry appeazs above, information required to complete this endorsement will be shown in the Declazations 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" performed for that insured by or for you. AI-Primary CG2010(11-85) p2 276 Company Combined Specialty Insurance Company Policy Period 7/1/02 TO 7/1/03 Endorsement No. ATTACHED TO AND ENDORSEMENT EFFECTIVE FORMING PART OF (Standard Time) POLICY NUMBER 1CP50054600 Month/Day/Year 12:01 A.M. NOON 7/1/02 (x) INSURED Matich Corporation PRODUCER AND CODE CPG/SPEC. RISK RESOURCES INS AGCY, INC. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE FORM ADDITIONAL INSURED PRIMARY WORDING The following changes are made to Section IV -Commercial General Liability Conditions: The following is added to Condition 4. Other Insurance As subparagraph d. Additional Insured: d. Additionallnsured Where you have entered into a written contract or agreement to name a person or organization as an insured under this coverage part and that written contract or agreement required this insurance to be primary and noncontributory, we will not seek contribution from any other insurance unless the "Amendment of Other Insurance Condition" CG 00 55 03 97 endorsement applies. Name of Person or Organization: City of San Bernardino, its officers, directors, agents and employees Re: Del Rosa Drive & Third Street San Ber ardi International Airport ~~ i~ UT D REPRESENTATIVE (~ /~ DATE GL CPG 32 (3/02) 02 276 August 26, 2002 Carrisa Halovich-Gray MATICH CORPORATION PO Box 50,000 San Bernardino, CA 92412 RE: Bond No. 3SE05759900 CITY OF SAN BERNARDINO DelRosa/3rd Street Improvements Dear Carrisa: Aon Kisk Services Construction Services Group Enclosed please find the above referenced bond executed in 4 counterpart(s), at your request in the amount of $ 499,499.00, dated 8/26/02 for CITY OF SAN BERNARDINO. Please note the bond must be properly signed and the corporate seal affixed. Please forward the original(s) to CITY OF SAN BERNARDINO; a copy has been enclosed for your files. Our invoice in the amount of $ 3,821.00 for the premium term 8/26/02 to 8/26/03 will follow under separate cover. If you should have any questions or if I may be of further assistance, please do not hesitate to call me at 949-608-6300. Sincerely, e Kepner Senior Account Manager Enclosure Record # 1764126 cc: AMERICAN MANUFACTURERS MUTUAL INSURANCE COMPANY Aon Risk Services, Inc. of Soudhern California Insurance Services 1901 Main Street, Suite 300, /rvine, CA 92614 • tel. 949-608-6300 • fax: 949-608-6451 License No. str-eb-ee~ i5~ee Construction Program Group I uY'wYpe~Yls~q I~V1A1.~w„fc September 5, 2002 Mr. Mike Wolf City of San Bernardino City Engineers Office, 3`~ PI, 300 North D Street San Bernardino, CA 92408 ro~ 2~G r. even License No. 0799319 Post-Il' Fax Note 7671 oa~(.t' U Q~ - lb Fmm coo q ~ co. . Ffime .0 -~~ Pb ~ Re: Authorization for Aon Risk Services, Inc. Mauch Corp. (ICW50054700 ~ 1CP50054600) Policy Period: 7/1/02-7/1/03 Aear Mike: V/e authorize Aon Risk Services, Inc. to sign Certificates of Insurance in accordance with the requirements ofihe City of San Bernardino, as our representarive, for which we are providing coverage. Y> 'd Corser Underwriting Manager A DIVISION OF SPECIAI. RISK RESOURCES INSURANCE AGENCY, INC. 55 5, LAKE wvENUE, Su1T'E 560 _ PASADENA - c., rpO~u _ gI l0t TELEPHONE: 626.683.5700 Fwx: 626.681.SZ09 CALIFORNIA LICENSE NUt~ER: 0799319 sr_r-eb-zee >_5~zrj r.nzie2 0~ ~7S CALIFORNIA ALL•PURPOSE ACKNOWLEDIIMENT State of California //-~~ County of ~ D S 'ITJ~ 9~-~ On 9[ 0 personally appeared f- before me, n . . n woe en rPPa u.a.•mv oa,rmynmrci TNT-: _~nn1.~ ^ per5pne6y known to me roved to me on the basis of satisfactory ewdence to ba the person(s) whose name(s) islare subscribed to the within instrument and ackrwwledged to me that he/shelthey executed the same in hismer/their authorized capaciry(ies), and that by his/her/their signature(s) on the instrument Ne person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and otLcial seal. n SIPm altbery PWb OPTIONAL lhapn ar iMon»ation bebw ie not rarpirad by 4xt 1r may prow wluaMa ro rfar50nf relyirg m the dacumenr arM crouMpn:wnr baudNnt iemowl enQ /IaaaCfiraBm o17Ma ram ro arromar dmrment. DescripGOn of Attached Document Tihe or Type of Document: Documartt Date: ~~ Number of Pages: Signer(s) Other Then Named Above: ~~A Capacity(les) Claimed by Signer ySi/gner's Name: Q v I of ~-%B K.. Ip IfldlVldual TW d Nrpnh here L'J Corporate Officer-role(s): _ q Par6ler - O Limfted O General ^ Attorney-in-Fact O Trustee ^ Guardian or Conservator ^ Other. Signer Is Representing: vrwewm...wry.mv~v,•ww wsPa aw..ra enalR.preeer. CAali/3Q.~•ewmm~WgYrypP Pmd xu som Reader. C.II ra~Rm i~BlBiB27 TOTAL P.02 SEP-04-2002 07 24 P.01/04 02 2~~ ~-'~ Facsimile Transmittal Number of pages: 4 (including cover sheet) Date: September 3, 2002 To: Calissa Company: Matich Corporation Fa: Number: 909-825-1780 From: Peggy Vahle-Todde Direct Line: 949/608-6380 Fax Number: 949/608-6451 A a~z Risk Serucs Canst-zt~t St~ttias Crnx~D RE: Certificate of Insurance City of San $etnardino Dear Larissa: Please see the following Certificate of Insurance that was issued to the City of San Bernardino for the Del Rosa and Third Street. If you have any questions, please let me know. ~~ lY, ' ~~ Peggy /tQr /'-/l /'~/ (1,(il 6611..//_/ Q'"/-~`t'- ~i~s . The materials enclosed with this facsimile nanwnission sre private and confidential and are the property of the sender. The information contained ut the material is privileged and is intended only for the use of the individual(s) or emtity(ies) named above. Tf you are not the imended recipient, be advised that any unauthorised disclosure, copying, distributlom or taking of any action m reliance on the moments of ibis telecopied amformat;on is strictly prohibited. If you Lave received ibis facsimile transmission in error, please immediately notify us by telephone to r^ tmrange for return of the forwarded documents to us. A orRisk Sepias, he g(Saatiaem Calybrroa ImwmQSenias 1901 Main Sweet • Suite 300 •Irvime, Glifonua 92614• Tel (949) 608-6700 • Farz (949) 608-6451 License No. 0530733 SEP-04-2002 07 25 2 7 ~ r. ~iea /P /~ /~ /1 ,i y~ .. A CORL/a C~ It1TI~'~~TE AFL ~ ~T~vFYp ~ /v~7 DATA (MH/DD/YY) 1 ~'i ~ ~' . 1 Qi/t+.4+ O8/~6/OZ ~ PWOUCRR 7HL4 CERTIFICATE IS LRSUEb AS A IM1fAA~~'ll 'ER OF INFORMATION ONLY ADn Risk Services, inc. of southern californla AND CONFERS NORIGNTSUPONTHECERTIFTCATEHOLDER7NIS 1901 Hain Sireee CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE Suite 300 , Irvine CA 92614 USA COVERAGE AFFORDED BY THE POLICTES BELOW. raoN 949 08-6300 -~• 949 60e-6451 INSURERS AFFORDING COVERAGE a604EP W$URER A: combined Specialty insurance Compan Hatleh Corporation nlmuxa: Great American E c s Insurance company P.O. Box 50000 San Bernardino CA 92412 USA WSUAFA C,. INSURER D: WSURDR E: ~, . .. _ ...,_ ..... _........ `i0bDdRldLLi'Bnd:T7I0I IOIq $I101Y1L'::..::._ ......., ' THE P'OLICIFS OF B45UMNCE USTID BEIAW RAVE 86EN LRSUm 70 71~ D45URID NAMED ABOVE FORTHE POLICY PERIOD DRXGTSD , NOTWITIfSTANDMG ANY RSQUBtOdENf, TERM OR CONDRION OF ANY CONTRACT OR 0T78:A DOCUMENT WITH R65PBCI TO WHICH THIS CERTB7CA'iE MAY BE 65UED OR MAY PERTADI, THE II45URANCE AFFORDED BY THE POLX2PS DBSCRIBEp HEREDi 1S SUBIECI70 ALT. THE TERMS. EXCLUSIONS ANOCONDITIONS OF SUCH POLICB:S. AGCdEGATE LMRS SHOWN MAY HAVB BE6t4 RBDUCED BY PAm CLABdS. ~R LYR IYPR OP INSUMRC6 POLICY NDMBG POMLY POIHY LRPIMTIDN ' IJMOE DATE(YMIPMYYI DA 7 Rp191MD1W1 A CpRPAI. MA~}y 1CP50051600 0]/01/02 0]/O1/O3 FACH OCCURRbT/CE $1,000,000 x mw.4tRau. cPraaw. uAau.nv T7REOANAOSrA.n.m.am) $$O, ODD raweR MADE %~accuR MED F7P IAm m.P~1 5 ODO PERSOPIALa ADV nOURV S1 D00 000 , , GENFJIALAGGREOAIE 52 000 O AGGREGATE IJYIT APPLIES PER G M , , OD E : . PRO- PoLrcY Q asr ^ Lac rRaoucrs•coMVroPAru 6z,ooo,DDD A AVTOMORDE'••°"^•' ]CP5005/600 0]/01/02 D]/O1/03 COnV WED SWGLb LISnT X ANY AIRO I~"••bD YS, DOO, DDD ALL ORMED AUTOS ROpILYWNRY 9d6Din.®A1nos IMPw.) X HIRED AUTOS ROWLY INNRY X NON O4vra:u AVroa O'a'~rl X CdLDd fiA04 -ROPTA]y DAMAGE X Dww hl Slnm ~~~ CABAGR LMNLRY AVID ONLY • FA ACGDEM ANY AUTO OIID9[iIUN GACC AUTOOM.Y: AGG 8 POTCr664NW.SSY T$E2533460 D]/01/02 O]/O1/03 EACH OCCURRENCE SS,000, 000 occue ^ aAW$MADE AGGREGATE SS, 000,DDD D6DUCTIHlE RETbNiION A COMP67'I>AiN/N APN 1CN50054 07/01 ] X STATU• 07N. WPLDYRR,4' WRn.TfY b.L eACN ACCDNNT $1,000,000 EL DISeASE4CLICY LDAIT $S, DDO, OOO EI.. DLTPA5EFA 6A~lDYES SS, 000, 000 OTNu 0 DESCavnaN d OPFJtAnDPalLarwtgr4rvElDgFSiYXG.US W P6 ADDEO RY ENDORSbImrgSPEGAL PROYtSpNS Re: Del ROSa Drive i Third Street, San Bernardino International Airport See ednoraement ls) attached I §y,:~~6i ,.fir- e:lun.,pn,:i~ .~'.~~~kR~..1:- •'~ ~ 4..v.c •' .~r~~..-,.._ SHOULD ANY OYTX6 ADOVE OESCRmPD PDLIGE$ Bb CAN[ELLEp BbFOM TIE bxPRAt10N DATB TNPAEOP. TIG ISSIRNG OORQANY WILL 4 I,IAO City Of San Bernardino City Engineers Office - 3rd Floor ^ " , ]O DAK ryRITiFH NOTICE TO TNB CFR 7E M®Tp 71P {IEPt 300 N D BtreeC San Bernarditl0 G 92906 USA AVilI0RI7J!D REPIIFSbNTAT1VE Certificate NO : 570003752606 Hnlder IdenhB.r SEP-04-2002 0725 POLICY NUMBER: 1CP500S4600 02 276 r. e.siea COMMERCIAL GENERAL LIABILITY THIS EN170RSEMENT CHANGES THE POLICY.' PLEASE READ 1T CAREFULLY ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS (I+'ORM B) This endorsemenrt modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCBEDULE Name of Person or Organization: City of San Bernardino, ita officers, directors, agents and employees Re: Del Rosa brive & Third Street San Bernardino International Airport (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WIIO IS AN INSURED (Section In is amended m include as an insured the person or organization shown in the Schedule, but only with respect to liability arising nut of "your work" performed for that insured by or for you. AI-Prra~ary cGZOIO(11-as> r SEP-04-2002 07 26 Company Combined Specialty Insurance Company Polley Period 711/02 TO 7l1M3 ~2 ~~~ Endorsement No. ATTACHED TO ANO ENDORSEMENT EFFECTNE FORMING PART OF (Standard Time) POLICY NUMBER 1CP50054600 MorrtlUpay/Year 12:01 A.M. NOON rnroz prl P.04i04 INSURED Mauch Corporation PRODUCER AND CODE CPG/SPEC. RISK RESOURCES tNS AGCY, INC. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE FORM ADDITIONAL INSURED PRIMARY WORDING The tdlowing changes are made to Section N -Commercial General Liability Conditions: The folkrvving is added to Condition 4. Other Insurance As subparagraph d. Additional Insured: d. Additionallnsured Where you have entered into a written wntract or agreement to name a person or organ¢ation as an Insured under this coverage part and that written conhaa or agreement required this insurence to be primary and noncontributory, we will not seek contribution from arty other insurance unless the "Amendment of Other Insurance Condition' CG 00 55 03 97 endorsement applies. Name of Person or Organization: City of San Bet~ardino, its officers, directors, agents and employees Yte: Del Rosa Drive & Third Street SaA Be YnternatioAal Airport REl'RESENTATIVH p~ TOTRL P.04 '02 aa~ ~V September 9, 2002 Mike Wolf City of San Bernardino City Engineers Office, 3`d Floor 300 North D Street San Bernardino, CA 92408 Re: I~Iatich Corporation Dear Mike: CITY GF 5AP1 G6.. u:,~iiJG OFV+~LO~~n;;fJT SErl'v!CFS Please find enclosed the notarized letter from the carrier stating that Aon Risk Services is authorized to sign Certificates of Insurance on their behalf. If you have any questions, please contact me. 5incerel~, ,, , Peggy Vahle-Todde Sr. Account Manager 1901 Main Sheet • Sulre 300 • Irvine, CeG(ornie 9~6L4 cel: 94yb08-6300 • fax_'J49.608.6451 • www.aoacom License N0530'33 C~ Construction Program Group ~2 2;7~ License No. 0799319 September 5, 2002 Mr. Mike Wolf City of San Bernardino City Engineers Office, 3`d FL 300 North D Street San Bernardino, CA 92408 Re: Authorization for Aon Risk Services. Inc Matich Corp. (1CW50U54700 & ICPSOG~4600) Policy Period: 7/1/02-7/1/03 Dear Mike: We authorize Aon Risk Services, Inc. to sign Certificates of Insurance in accordance with the requirements of the City of San Bernardino, as our representative, for which we are providing coverage. e~ , Corser Underwriting Manager A DIVISION OF SPECIAL RISK RESOURCES INSURANCE AGENCY, INC. 55 S. LAKE AVENUE, SUITE 560 -PASADENA -CALIFORNIA - 91101 TELEPHONE: 626.683.5200 FAX: 626.683.5209 CALIFORNIA LICENSE NUMBER: 0799319 02 ~7s CALIFORNIA ALL-PURPOSE State of California / ss. County of _ r~. Q S ~ 9~ `'" J On ~~ U '~ before me, ~ 5 k-i J~~Q `I 1t ltl ~E+•! note * r ~ Nartre antl The o10 (e.g.. "Jane Oce. Notary Public'g personally appeared personally known to me roved to me on the basis of satisfactory evidence 5 ~t~wKN~+ ~~b 1Ne GOB puWw' ~~nq N~~ Mge~~,wn9.r ~ lAy G~4 to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. y///(J/ WITNESS my hand and~'o}'fficial seal. , / Signatu of Notary Puolic OPTIONAL Though the in/ormation below is not required by law, it may prove valuable to persons relying on the document and court prevent ~ I ~ fraudulent removal and reattachment o/ this form to another document. , I Description of Attached Document ~ ~ ~ ~ -y ~ ~ Title or Type of Document: !~ti'(.'~~-- I Document Date: ~/ ~ ~ Number of Pages: ~~~ Signer(s)OtherThanNamedAbove: r/~A ~~ Capacity(ies) Claimed by Signer ~~ ~ Q v ~1 vE ~~- S ~- ~ N ' ' ame: I Signer s . I ~ Individual . Top of thumb here I `~ ^ Corporate Officer -Title(s): „`~- =~~ ^ Partner - ^ Limited ^ General ' '~ ~= : i ^ Attorney-in-Fact ~~~.~~:~~ , I ^ Trustee i ^ Guardian or Conservator ~\ I ~ I ^ Other: l~~ I 1 --~ '' Signer Is Representing: ~=; i ?' P 1999 Natarul Notary Asaxaoon • 9850 De Sato Ave.. P0. Box 2a02 • Gbatsworlb. CA 9191S2a02 • xmw.nabonalnolary org Proo. No. 590] Recrtler. Gall Toll-Brae trB0o~8~6~6 82]