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HomeMy WebLinkAbout2008-323 RESOLUTION NO. 2008-323 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO NIKOLA CONSTRUCTION CORPORATION FOR SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY - TIPPECANOE AVENUE - "I" STREET AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - "I" STREET - STERLING AVENUE (SW05-05, SW05-06, SW04-36, & SS06-56), PER PROJECT PLAN NO. 11923A. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. Nikola Construction Corporation, 18012 Cowan, Suite 290, Irvine, CA 92614, is the lowest responsible bidder for Sewer Improvements in Industrial Parkway - Tippecanoe Avenue - "I" Street and Pavement Rehabilitation on Tippecanoe Avenue - "I" Street - Sterling Avenue (SW05-05, SW05-06, SW04-36, & SS06-56), per Project Plan No. 11923A. A contract is awarded accordingly to said bidder in a total amount of $649,999.00, with a contingency amount of $126,018.65, but such award shall be effective only upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is hereby authorized and directed to execute said contract on behalf of the City; a copy of the contract is on file in the office of the City Clerk and incorporated herein by reference as fully as though set forth at length. SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be obligated hereunder until the time of such full execution. No oral agreements, amendments, modifications or waivers are intended or authorized and shall not be implied from any act or course of conduct of any party. SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of the resolution. 1/1 2008-323 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO NICOLA CONSTRUCTION CORPORATION FOR SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY - TIPPECANOE AVENUE - "I" STREET AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - "I" STREET - STERLING AVENUE (SW05-05, SW05-06, SW04-36, & SS06-56), PER PROJECT PLAN NO. 11923A. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor joint and Common Council of the City of San Bernardino at a regular meeting thereof, held on the 18th day of August , 2008, by the following vote, to wit: Council Members: AYES NAYS ABSTAIN ABSENT ESTRADA X BAXTER x BRINKER x x DERRY KELLEY x JOHNSON x MC CAMMACK x rk~A. ,~.fJ'I'~-~~ City Clerk The foregoing resolution is hereby approved this c10rw day of August ,2008. ickJ. Mom, r of San Bernardino Approved as to form: JAMES F. PENMAN, City Attorney 2 COUNCIL MEETING — 8/18/08 FILE NO. 3.7469/7470/7464/1.7630 RESOLUTION 2008-323 ACCT.NOS. 245-365-5504-7469 245-365-5504-7470 ITEM ��18 245-365-5504-7464 240-379-5504-7630 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 11923A "" FOR SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY (SW 05-05) TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17"STREET TO 21ST STREET(SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) STERLING AVENUE - HIGHLAND AVENU O PUMALO STREET(SS 06-56) ONo. 49311,-/; .• * Exp. 3o2-6: ,K ° sr ��P FOa� DIVISION OF PUBLIC WORKS DEPARTMENT OF DEVELOPMENT SERVICES CITY OF SAN BERNARDINO SEPTEMBER,2007 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON JULY 22 , 2008 gx#, it //A DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: PART I — Administration PART II — Special Provisions The above two (2) parts are bound together in one (1) manual titled "Bid and Contract Documents" PART III — PLANS, One (1) separately bound set SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY— CAJON BLVD.TO LEXINGTON WAY(SW 05-05) TIPPECANOE AVENUE—WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I"STREET—17TH STREET TO 215T STREET(SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17" STREET TO 2151. STREET(SW 0436) STERLING AVENUE—HIGHLAND AVENUE TO PUMALO STREET(SS 06-56) Contents for Bid and Contract Documents CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS BID FORM B-1 BID SCHEDULE B-2 BIDDER'S INFORMATION AND SIGNATURE & BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS C-1 SPECIAL NOTICE C-2 DESIGNATION OF SUBCONTRACTORS C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-4 NON-COLLUSION AFFIDAVIT C-5 FORM OF BID BOND C-6 MBE/WBE INFORM.ATION - GOOD FAITH EFFORTS REFERENCES PART II SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 - SPECIFICATIONS AND PLANS SP-1 SECTION 2 - BID BONDS AND MBE/WBE REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-9 SECTION 4 - CONSTRUCTION SCHEDULE&COMMENCEMENT OF WORK,TIME OF COMPLETION&LIQUIDATED DAMAGES SP-12 SECTION 5 - LEGAL REQUIREMENTS SP-14 SECTION 6 - GENERAL SP-20 SECTION 7 - UTILITIES SP-31 SECTION 8 - DESCRIPTION OF WORK SP-36 SECTION 9 - TRAFFIC CONTROL SP-39 SECTION 10 - MOBILIZATION SP-42 SECTION 11 THROUGH SECTION 13 BLANK SP-43 SECTION 14 - ASPHALT CONCRETE SP-44 SECTION 15 THROUGH SECTION 16 BLANK SP-46 SECTION 17 - COLD MILLING SP-47 SECTION 18 BLANK SP-49 SECTION 19 - REPAIR OF STREET CUT/STRUCTURAL DAMAGE REPAIR/ SP-50 POTHOLE REPAIR SECTION 20 - THERMOPLASTIC TRAFFIC STRIPES,PAVEMENT MARKINGS SP-51 AND RAISED PAVEMENT MARKERS SECTION 21 THROUGH SECTION 23 BLANK SP-52 SECTION 24A INDUCTIVE LOOP DETECTOR SP-53 SECTION 25A - ADJUSTMENT OF WATER FACILITIES SP-57 SECTION 26 BLANK SP-60 SECTION 28 - CONCRETE STRUCTURES SP-61 SECTION 28 - IMPORTED BACKFILL AS ORDERED BY THE ENGINEER SP-62 SECTION 29 - SHORING OF EXCAVATION SP-63 SECTION 30 THROUGH SECTION 32 BLANK SP-65 SECTION 33 - SEWER PIPE SP-66 SECTION 33C - RECONNECTION AND ADJUSTMENT OF SEWER LATERALS SP-69 SECTION 33D - PNEUMATIC PIPE BURSTING SP-72 SECTION 34 - MANHOLES SP-82 SECTION 35 - TRENCHINGBACKFILL AND RESTORATION OF ASPHALT CONCRETE PAVEMENT SP-83 SECTION 36 THROUGH SECTION 49 BLANK SP-86 SECTION 50 - REMOVAL&RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-87 SOILS REPORT STANDARD DRAWINGS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT PART I ADMINISTRATION Engineer's Estimate(Range Only): $750,000 to $790,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for: SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY (SW 05-05) TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET(SS 06-56) in accordance with Special Provision No. 11923A in file in the Office of the City Engineer, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of $15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions may be mailed for an additional charge of $5.75 per set. No bid will be received unless it is made on a bid form furnished by the City with the unit prices written in words and also shown in figures for each item, and with the total of each item and total of all items filled in. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID " clearly marked on the outside of the envelope Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, July 22, 2008, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http:/i www.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The City reserves the right to take all bids under advisement for a period of 90 days. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the City and the bidder agree that the above sum of ten percent shall be paid to the City upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. A Non-mandatory Pre-Bid Meeting will be held on Tuesday , July 15, 2008, at 2:00 p.m., in the office of the City Engineer, Public Works Division of Development Services, Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the City's outreach program as it relates to minority hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.ca.gov/hq/bep/index. Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor San Bernardino City Hall 300 North"D" Street San Bernardino, CA 92418 Subject: SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY, CAJON BLVD.TO LEXINGTON WAY (SW 05-05) TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET (SW 05-06) "P" STREET, 17TH STREET TO 21ST STREET (SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE,WARM CREEK CHANNEL TO 9TH STREET (SW 05-06) "P" STREET, 17TH ST REET TO 21ST STREET (SW 04-36) STERLING AVENUE, HIGHLAND AVENUE TO PUMALO STREET (SS 06-56) PLANS & SPECIAL PROVISIONS NO. 11923A Attention: Byron Montalvo, Sr. Civil Engineer, Project Manager Tel: (909) 384-5263; Fax: (909) 384-5155 E-mail: montalvo_by @ci.san-bernardino.ca.us Responses will be provided to written questions only. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO RACHEL G. CLARK City Clerk ��I`y` � ' NOTICE TO ADVERTISE: SPECIFICATION NO. 11923A SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE 07/01/08 and 07/07/08 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION) SIGNATURE DATE BID DOCUMENTS BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY (SW 05-05) TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET(SS 06-56) In strict conformity with Plans and Special Provisions No. 11923A , of the Public Works Division, Department of Development Services for the City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2008 Edition. Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following unit prices or lump sum prices, to-wit: B-1 BID SCHEDULE NO. 1 PLAN NO. 11923A SEWER IMPROVEMENTS INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY(SW 05-05) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE IN TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES 1. I LS MOBILIZATION, at the Lump Sum ppce of 7444' )+,-J -.A �,t M' ,00'1,4 'rf ollat� °,"'L., �' y & Cents LS $ > f 2. 1 LS TRAFFIC CONTROL,at the Lump Sum price of is%..F J..i,.1+ '-w. Dollars & U Cents LS $ •' 3. 1 LS SHORING OF EXCAVATION,at the Luip �, Sum price of Pi Jt- h+..... ..-c' r h. z Dollars s i 3 & c Cents LS $ 4. 396 LF REPLACE Existing 12"PVC SEWER MAIN With 15" POLYETHYLENE PIPE By Pipe Bursting Method, at k,4i —' t'4.,,", 71 :c3- Dollars -? c; & ,� Cents per LIN.FT. $ 2 3/LF $ 5. 2 EA REMOVE Existing and CONSTRUCT New SEWER MANHOLE, per CITY Std. No.300 and 301, at Av ,N, nom.,;-' )I,,v.7' ,.,._'o ,.,, Dollars , & Cents per EACH $(' /EA $ „, t-'0 6. 1 EA CUT and RECONNECT Existing SEWER LATERAL,at 1.,, < r /'he it n.^.. Dollars & Cents per EACH $ �` v - /EA $ E't' i 7. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of ..,7-' .V :.,,,,^^.-V) Dollars & r, Cents LS $ L.- ., 8. 1 LS SURVEYING SERVICE, per SECTION 6-1.10, at the Lump Sum price of ., 7)4JVJef,4A Dollars & &Cents LS $ _. c'`, TOTAL BID SCHEDULE NO. 1 $., t a' t i -2 ) `-., B-2 � ., BID SCHEDULE NO. 2 PLAN NO. 11923A SEWER IMPROVEMENTS & PAYMENT REHABILITATION TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES I. 1 LS MOBILIZATION, at the Lump Sum price of h,.✓. i14..-?..„,.,, .�! ti Dollars & Cents LS $ t, 2. 1 LS TRAFFIC CONTROL,at the Lump Sum price of ,,,,ri r'ti.�: , .,,/ - ..V\ 4...,-+• ,.. Dollars & -.a Cents LS $ i 1 `y ` 3. 1 LS SHORING OF EXCAVATION, at the Lump Sum price of wi- ?v-,...../ c..4"! i r=..n Dollars & .' Cents LS $ ,/,,:/c 4. 2 EA SEWER MANHOLE, per CITY Std.No.300 and 301, at -r--,- r"#4.1%..,,, Dollars & c, Cents per EACH $ 1-1.4,,...../EA $ it. 5. 590 LF 21" PVC SEWER MAIN, at ,j,�- 14.4,,,t :,1 :,....,,:-• Dollars Ci & t, Cents per LIN.FT. $ / /LF $ , 6. 1 EA REMOVE Existing and CONSTRUCT New SEWER MANHOLE, per CITY Std.No.300 and 301,at)r r 1'l��-...� Dollars & c.. Cents per EACH $ G '' `' /EA $ 6J ''`'-` L' 7. 1 EA SEWER MANHOLE, Including CONNECT To Existing SEWER MAIN, per CITY Std. No,300 and 301, at Y-er 7-,-,-, i �'<+•w / +,ti„x Dollars & Cents per EACH $ ) -v/EA $ S '1 8. 1 EA CUT and RECONNECT Existing SEWER LAJTERAL, at -k44; ')ti.,;:.4 r v..a, t 4A it "-411 .. Dollars & L. Cents per EACH $ ` �/EA $ 1 •-' ' B-3 BID SCHEDULE NO. 2 PLAN NO. 11923A SEWER IMPROVEMENTS & PAYMENT REHABILITATION TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9111 STREET(SW 05-06) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL N0. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 9. 150 TN IMPORTED BACKFILL As Ordered by the Engineer, at J & Dollars & _, Cents per TON S__' /TN $ r 10. 4,500 SY COLD MILLING, at -4,,; (,,,,,i,.,.,., ,/2,-- Dollars & c Cents per SQ.YD. $ ,-' /SY $ 1 •'� '`� 11. 380 TN ASPHALT CONCRETE PAVEMENT, at ',,kr ,,rt)n ,.,,1 .,.""7 r J.,rt. Dollars Imo.! & r r`t Cents per TON $ /.2 y '/TN $ !'-7/ ,. 's 12. 9 EA REPLACE Existing Traffic INDUCTIVE LOOP DETECTOR, at I.di, o1.w.,-' ,t-.1-.y111. Dollars ., ,,,, & ,, Cents per EACH $ ' < r /EA $ ,— '-' 13. 1 LS THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING And RAISED PAVEMENT MARKERS, at the Lump Sum price of z,, ,Ai..., 1 t -vc-,.. j LA,, ,,�-..y, Dollars & ; Cents LS $ -) J ,�, 14. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of J,v 4.....0,1-4,1 r,.4 p.,1 Dollars (•-•& L Cents LS $ 15. 1 LS SURVEYING SERVICE, per SECTION 6-1.10, at the Lump Sum price of -k.v '*a4.4.,--el 6"'"r ,' " 2e4,y" . Dollars ^I ✓ & ,j Cents LS $ { TOTAL BID SCHEDULE NO. 2 $ r - -) �i B-4 • BID SCHEDULE NO. 3 PLAN NO. 11923A SEWER IMPROVEMENTS & PAYMENT REHABILITATION "I" STREET, 17TH STREET TO 21ST STREET (SW 04-36) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of cs. .1 Dollars & C Cents LS $ C 2. 1 LS TRAFFIC CONTROL,at the Lump Sum price of n- i1vLJ r : , Dollars & v Cents LS $ ,/y Nsu 3. 1 LS SHORING OF EXCAVATION, at the Lump Sum price of 4,.. T 4,—0 14,,/1: Dollars s & o Cents LS $ 4. 5 EA SEWER MANHOLE, per CITY Std.No.300 and 301, at ,l1 7`i4%L-)%. Dollars & Cents per EACH $1 /EA $ ,• ='Ls 5. 1,655 LF 15" PVC SEWER MAIN, at J ,7 v cM•.%7 Dollars .� 7 & Cents per LIN.FT. $ /LF $ / :>2 , 6. 1 EA REMOVE Existing and CONSTRUCT New SEWER MANHOLE, per CITY Std.No.300 and,301,at f Viv" i1/4"%u+: Dollars & Cents per EACH $ C'i/EA $ 5 c 7. 1 EA SEWER MANHOLE, Including CONNECT To Existing SEWER MAIN, per CITY Std. No.300 and 301, at Dollars Cents per EACH $ ' )`'" /EA $ ) 7 c 8. 80 LF CONCRETE ENCASEMENT NO. 2, per CITY Std.No.309, at —J ('v z- '7-:4s.v Dollars & Cents per LIN.FT. $ ' /LF $ )t✓ B-5 BID SCHEDULE NO. 3 PLAN NO. 11923A SEWER IMPROVEMENTS & PAYMENT REHABILITATION "P" STREET, 17TH STREET TO 21ST STREET (SW 04-36) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE IN TOTAL N0. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES 9. 650 TN IMPORTED BACKFILL As Ordered by the Engineer, at ,1,/is - Dollars & L, Cents per TON $ ! /TN $ C_' ' 10. 7,450 SY COLD MILLING, at o' ,t` Dollars & J v..-w ni Cents per SQ.YD. $ / 7 /SY $ / t.L. ) 11. 660 TN ASPHALT CONCRETE PAVEMENT at 4.,Arts ;(,,,,...n /1,6/1,44..,17 FP,z,.4- Dollars / & c..; Cents per TON S /2 s /TN $ c'it / r-- 12. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of e., j,1 w,, '.v, ,`4.,,-� Dollars & c, Cents LS $ (- L` 6 13. 1 LS SURVEYING SERVICE, per SECTION 6-1.10, at the Lump Sum price of '1-c? • ,�dt,,,_,' r7e.,,1 ;.,., ':4;•5 Dollars & c Cents LS $ r [ a� TOTAL BID SCHEDULE NO. 3 $ ' ! , d 5 B-6 BID SCHEDULE NO. 4 PLAN NO. 11923A PAYMENT REHABILITATION STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET (SS 06-56) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES. 1. 1 LS MOBILIZATION, at the Lump Sum price of A Dollars & �� --.r Cents LS $ .1.g .,- 2. 1 LS TRAFFIC CONTROL,at the Lump Sum price of�'.tis )c�,,,*" ,J" "..,,.r n'•.-9 Dollars & s Cents LS $ '6 C> �' 3. 7,700 SY COLD MILLING, at Zvi L- Dollars / + n & , S;v �� Cents per SQ.YD. $ ; ' ` /SY $ --P, ` / (, 4. 670 TN ASPHALT CONCRETE PAVEMENT, at_ .,,r.: rI."- . n.,;7.V;tj Dollars & c Cents per TON $ ' /TN $ g �/ 5. 360 SF STREET CUT/STRUCTURAL DAMAGE REPAIR/POT HOLE REPAIR, at Zu Y v 4- Dollars ,,.> 2 �, & —, Cents per SQ.FT. $ / 2- /SF $ 6. 20 EA REPLACE Existing Traffic INDUCTIVE LOOP DETECTOR, at ,t dk■fr,,v'4''•" fun ,� Dollars & 1 Cents per EACH $ I`.., /EA $ L'l''t Li 7. 1 LS THERMOPLASTIC TRAFFIC STRIPES, PAVEMENT MARKING And RAISED PAVEMENT MARKERS, at the Lump Sum price of ja s�z r. -'71.c, ,„/-a.c, .x,vcr '4,,,.r = Dollars / L & c= Cents LS $ B-7 BID SCHEDULE NO. 4 PLAN NO. 11923A PAVMENT REHABILITATION STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET (SS 06-56) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 8. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of f'.;i ,L,,A.-,.( 474,,,1,y Dollars ' & _ Cents LS $ L -7(._._2 9. 1 LS SURVEYING SERVICE, per SECTION 6-1.10, at the Lump Sum price of t"4 ' .;,,J A, n.• ,:,r 101.-- Dollars & J Cents LS $ Sc Li TOTAL BID SCHEDULE NO. 4 $ ! /1 '- 9£ ) B-8 SUMMARY OF BID SCHEDULES PLANS & SPECIAL PROVISIONS NO. 11923A TOTAL BID SCHEDULE NO. 1 $ r t--/y" TOTAL BID SCHEDULE NO. 2 •$ c S TOTAL BID SCHEDULE NO. 3 $ TOTAL BID SCHEDULE NO. 4 SUM OF BID SCHEDULES NOS. 1, 2, 3 & 4 = GRAND TOTAL BID $ (9 BID NOTES: The unit price must be written in words and also shown in figures. All blank spaces appearing above must be filled in. In case of discrepancy in Bid Amounts,"UNIT" prices shall govern over extended amounts, and"WORDS"shall govern over"UNIT"figures. The CITY shall award a contract based on the lowest responsible bidder for the GRAND TOTAL BID ( the combined total of Bid Schedules No. 1, No. 2, No. 3 and No. 4 ). Submitted bids must include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to the CITY. Failure to do so will result in the bid being non-responsive. Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts, implements,taxes and supplies necessary to compete the project,as based on the City Engineer's estimate of quantities of work. BIDDER declares that this Bid is based upon careful examination of the work site,Bid and Contract The Contractor awarded this project shall be required to provide one(1)SWPPP(Storm Water Pollution Prevention Plan ) for the entire project, consisting of the work areas defined in Bid Schedules No. I through No. 4. The BIDDER shall distribute the estimated cost of providing the SWPPP to each Bid Schedule at the discretion of the BIDDER. B-9 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the "Notice to Proceed", and shall be completed within 60 working days from the date of said notice,as directed in SECTION 4 of these Special Provisions. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds,all within the specified time,the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE EXPIRATION NO.: J' CLASSIFICATION: DATE: ! / FIRM NAME: ,/V1 !` '✓ ry v n; ( oI'to ii_ N `1 ` (`'Pr4•*%� BUSINESS ADDRESS: r z c' '-L C" A ^r L 2 V,v✓z BUSINESS PHONE(C' t'') ' r2 t cf/e CELL( ��,.`/s L X`9ti If an individual, so state. If a firm or co-partnership, list the names of all individuals or co-partners composing the firm. If a corporation,list the names of the president,secretary,treasurer and manager thereof: /. ,.^,n ,, A ) Is Bidder currently a certified DBE? Yes ❑ No Legal Status of Firm NAME(SI ADDRESS(ES) , ),), Iry . %�i., c r r�� n. 1 4C4 f.,/? SIGNATURE OF BIDDER: ! Dated: 7/�1. ,20 BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS,: ADDENDUM NO. 1 /v DATE: ADDENDUM NO.2 DATE: ADDENDUM NO.3 DATE: ADDENDUM NO.4 DATE: C-1 SPECIAL NOTICE w . The bidder's attention is directed to the section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of the special provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of one percent of the total bid or$10,000.00, whichever is greater. In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. . C-2 e OF l wort-fop."1 • BIDDER'S FIRM '- DESIGNATION OF SVH CON TRACTORS PLANS&SPE;EIAP PROVISIONS NO.11923A In compliance with the provisions of Section 4100-4114 of the State fl� �, amendments thereof,each bidder shall set forth the name and location labs or render service to the Contractor. Name&Address Agency&No.of Work Under Which MSE/VVBE CERT. Sub-Contractor's Sub-Contract Work Licensed Of Appli�le) Phone-No. Amount psi 1.��o PEA 3 iNC s 'gage C7000=6077 s 7 _ E "r q,M+k� cam. er 2. aL� CTS Rs- ?e n� � . $ 4'P. t/13/608 7/2 y/104. • G7 /�"4.'yi 3. 4e 4 /J/rex4�//} N+" (y r/)7 Cx?r S T.• (44 4.e, a— 4. Cie?C o A A ,6)..,44,- .1,4" 5S s s0 ]t{.r�w+ •j ; sfi7 - . C/ (960)3 y • 6. 8,a c1 L,a/cr rbl (f5 r 1 e b 6 rSb:� $ 9,c) N a t 4 �r c.e• fit.a t.+flfiV4 4.- IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE HACK C-3 ` Le,(h. ()s (.j i'- r,,,,,,, BIDDER'S FIRM N ME DESIGNATION OF SUB-CONTRACTORS PLANS & SPECIAL PROVISIONS NO. 11923A In compliance with the provisions of Section 4100-4114 of the State of California Public Contract Code, and any amendments thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name&Address Agency&No.of Under Which MBE/WBE CERT. Sub-Contractor's Sub-Contract Work to Be Licensed (If Applicable) Phone-No. Amount Performed: ill 1 C iS.J fL � 1ILI)[; iv ii' $ 7, coo 44/4,f1+' t''4- iT- L7a 244.:-/1 a ,z f`"J. `ice '1 ".9.- 5 7,,;, $ 'c.7- ,, j( :; � 3. f t e.' ,i1A7e-n ,. 4.4/ iwv.,../..,- (--4/,* C.`.5 c ..., ryt;t, I,.i 'i + /)73C1i$ ('''..—a.V /1,— 4 L8i3 6.P-j '\C 4. ��' ') y /mss /1:),,,,?..,;.�S _ -;,1-4.',) 76' / �>. sc $ C c ')�' =in. 5. / L O 1-,rt, *PAN',i 1,Y'.1^ tj `1ai, i13y ..1v ;L: $ e'(--;L, l >� > � :y ,- ` 41L't c •..s c $ E' ', v ' , 'V 4''r.e (� (.�/-a.;,,v4� ,, IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor: NAME OF FIRM: A / l< ,4 4 f BY: TITLE• (fici� �� � DATE: 7 / z 1 /ice C-4 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Division of Public Works,Department of Development Services,City of San Bernardino,State of California: The undersigned in submitting a bid for performing the following work by contract,being duly sworn,deposes and says: That he or she is of the party making the foregoing bid,that the bid is not made in the interest of,or on behalf of,any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham;that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid,or that anyone shall refrain from bidding;communication,or conference with anyone to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract on anyone interested in the proposed contract; or take any action in restraint of free competitive bidding in connection with such contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association,organization,bid depository,or to any member or agent thereof to effectuate a collusive or sham bid. F4m N me I t._.ign to of Bidder Printed Name!nd Title !' ("4 7 CA q 2 Business Address Place of Residence Subscribed and sworn to before me this day of ,20 Signed Notary Public in and for the 'ounty of ,State of California. My Commission expires o, Year C-5 Jurat State of California County ofl� I€k Subscribed and sworn to (or affirmed) before me on this 1 day of JL..) \-1 5 200 b by C kftKI)Q1\11 1 v - proved to me on the basis of satisfactory evidence to be the person who appeared before me. • • it (Notary seal) Signatur= I i . cM0Ao ommission# 150308 , Notary Public-California 'r Orange County My Comm.Expires Jul 24,2008 OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM The wording of all Jurats completed in California after January 1,2008 must be in the form as set forth within this Jurat. There are no exceptions.If a Jurat to be completed does not follow this form, the notary must correct the verbiage by using a jurat stamp containing the correct wording or attaching a separate jurat form such as this one which does contain proper wording. In DESCRIPTION OF THE ATTACHED DOCUMENT addition,regarding the truthfulness of atheocotentsatof the document. The document must be signed AFTER the oath or affirmation.If the document was previously signed,it must be re-signed in front of the notary public during the (Title or description of attached document) jurat process. (Title or description of attached document continued) • State and County information must be the State and County where the document signer(s)personally appeared before the notary public. • Date of notarization must be the date that the signer(s) personally appeared Number of Pages Document Date which must also be the same date the jurat process is completed. • Print the name(s)of document signer(s)who personally appear at the time of notarization. (Additional information) • Signature of the notary public must match the signature on file with the office of the county clerk. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a sufficient area permits,otherwise complete a different jurat form. Additional information is not required but could help to ensure this jurat is not misused or attached to a different document. Indicate title or type of attached document,number of pages and date. • Securely attach this document to the signed document 2008 Version CAPA v1.9.07 800-873-9865 www.NotaryClasses.com FORM OF BID BOND Bond No. 5158 KNOW ALL MEN BY THESE PRESENTS, that we,the undersigned, Nikola Corporation as Principal,and Merchants Bonding Company (Mutual) as Surety, are hereby and firmly bound unto the it of Saa Bernardino . State of California, hereinafter referred to as"Obligee" in the penal sum of ten percent H Y° of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators,successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee,a certain Bid,attached hereto and hereby made a part hereof to enter into a contract in writing,for the Sewer & Street ImjroVements — #11923A (Copy here the exact title description of work including location as it appears on the proposal) for which bids are to be opened on July 22, 2008 (Insert dote of opening) NOW, THEREFORE, a. If said Bid shall be rejected,or in the alternate, b. If said Bid shall be accepted and the Principal shall execute a contract in the Form of contract attached hereto(properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void;otherwise,the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shalt, in no event,exceed the penal amount of this obligation as herein stated. The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does hereby waive notice of any such extension. Signed, this 18th day of July , 20 08 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers; the day and year first mentioned. Merchants Bonding Company (Mutual) (SEAL) Nikol: o ora, (SEAL) Surety By' Grn revSignature �� Johnny . "i ce than — President Les Michael Mantle—Attorney in Fact Printed Name and Title Printed Name and Tide NOTE:Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form. C-6 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange \ On '`-' -c5ZS before me, Mary Martigaoni - Notary Public , Date Here Insert Name and Title of the Officer personally appeared Les Michael Mantle . Name(e)of Signers) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized ... � MARY MARTIGNON capacity(ies), and that by his/her/their signature(s) on the -c_, COMM.# 761251 instrument the person(s), or the entity upon behalf of 2 '-. NOTA ORANGE COUNTY RNIA which the person(s) acted, executed the instrument. — My Comm.Expires Sept.9,2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. • Signature Signatur Public Notary Seal Above OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: Les Michael Mantle Signer's Name: ❑ Individual 0Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑Limited ❑General ❑Partner—❑Limited ❑General RIGHT THUMBPRINT RIGHT THUMBPRINT fl or SIGNER Attorney in Fact OF SIGNER ❑Attorney in Fact Top of thumb here Top of thumb here ❑Trustee ❑ Trustee ❑ ❑ Guardian or Conservator Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: Merchants Bonding Company (Mutual) y .v V.:- c 4^ts .^sscsF 4vskc:sv^ cc ^c etz.csr�s�' 02007 National Notary Association•9350 De Soto Ave..P.O.Brae 2402•Chatsworth.CA 91 313-2402•www.NationalNotary.or9 Item 05907 Reorder:Call Toil-Free 1.8004378-6827 9 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California 1 County of Orptt..fee.) `` 2 l before me, f 1001 &1 rp 1 ` �'�iC,— ND 1 y t'vw.� /��� V` (��� (Here meat name and title of the officer) . personally appeared J D J i N . e t c to I who proved to me on the basis of satisfactory evidence to be the person ose n in /l�/ subscribed ed the within instrument and acknowledged to me that he/s}kJtliley executed the capacity(, and that by his/her'/th lir signatures on the instrument the person,or the entity upon behalf of which the person acted,executed the instrument. 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph iis true and correct. a..:., MONIQUE RAMIREZ 1 401111111\s,. Commission#t 1503086 �� s Notary Public-California t '�'`�^��r Orange County WI ► SS my h and offic.: seal. � �My Comm.Expkes Jul 24,2008 m., m.. 1 l ,l `s';l (Notary Seal)l� Signature, N, Public ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of n r California.or asuch u a document so long any l as the alternative acknowledgment verbiage as may be printed (Title or description of attached document) verbiage does not require the notary to do something that is illegal for a notary in California(i.e. certifying the authorized capacity of the signer).Please check the document carefully for proper notarial wording and attach this form if required. (Title or description of attached document continued) • State and County information must be the State and County where the document Number of Pages Document Date signa(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears iitcin his or her commission followed by a comma and then your title(notary public). • Print the name(s) of document signer(s) who personally appear at the time of `" notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(ie. lra/shdthsy r is/are)or circling the correct forms.Failure to correctly indicate this ❑ Individual if information may lead to rejection of document recording. CI Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of El Partner(s) • the county clerk. ❑ Attorney-in-Fact + Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. ❑ �(S) + Indicate title or type of attached document,number of pages and date. El O Oth ther r i Indicate the capacity charmed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPAv12.10.07 800-873-9865 www.NotaryClaeses.com Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, constituted and appointed,and does by these presents make,constitute and appoint Les Michael Mantle • of Fullerton and State of California its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name,place and stead,to sign,execute,acknowledge and deliver in its behalf as surety any and all bonds,undertakings,recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: SIX MILLION($6,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint 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. ARTICLE II,SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 15th day of May , 2007 . ...46 CO/I' MERCHANTS BONDING COMPANY(MUTUAL)• :co. 0�PQ9.��;9s�: • •4.: 1933 . ay J. �1r. STATE OF IOWA • •.. ..• President COUNTY OF POLK as. On this 15th day of May ,2007,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. , 44.6115 CINDY SMYTH CNa Commission Number 173504 My Commission Expires March 16,2009 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this 18th day of July, 2008 , . . .•••. ,••• t�0 .v�A• • • • '� 1933 c; Secretary :�'• act.• POA 0001 (1/06) •.fW'..• •' PART II SPECIAL PROVISIONS SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS, 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for the Public Works Construction, 2008 Edition, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: Agency - The City of San Bernardino. Board - The Mayor and Common Council for the City of San Bernardino. City Engineer - The City Engineer, Division of Public Works, Department of Development Services for the City of San Bernardino. Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and work involved in the contract. Office of the District - Whenever, in the Standard Specifications, reference is made to the office of the District or the District's office, such references shall be deemed made to the City of San Bernardino's Public Works Division Office, located in the City of San Bernardino's Development Services Department. SP-1 The mailing address for the City of San Bernardino's Public Works Division is: City of San Bernardino Development Services Department Public Works Division 300 North"D" Street, 3`d Floor San Bernardino, CA 92418 Resident Engineer - The Resident Engineer is the City of San Bernardino's City Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Notice Advertising for Bids - Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. SP-2 References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department of Transportation. References in the Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in the "Standard Drawings", section of these Specifications. Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. Plans and specifications must conform to the requirements of the City of San Bernardino, American Concrete Institute (ACI), Uniform Building Code (UBC), Uniform Plumbing Code (UPC), Caltrans Standard Specifications, these Special Provisions and the Standard Specifications for Public Works Construction(Green Book), latest edition. Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised "Notice Inviting Sealed Bids". 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery within 4 working days prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The City will not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 • 1-1.06 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The City will provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. 1-1.07 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be made a part of the Contract Documents and shall be returned with them. Failure to cover in a bid any such addenda issued may render the bid irregular and may result in its rejection by the City. SP-4 SECTION 2 2-1 BID BONDS AND MBE/WBE REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days after the date of the City's Notice of Award, the Bidder shall forfeit the bid bond to the City. By not executing the contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the City and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the City as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. • 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 15 % MBE and 5 % WBE on this project. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by Caltrans. SP-5 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all City contracts. Bidders shall assist the City in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the City to inform all bidders of the requirements for the project for which the contract will be awarded. The City may waive this requirement if the bidder certifies it is informed as to those project requirements. (2) The bidder identified and selected specific items of the project for which the contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total contract requirements into small portions or quantities to permit maximum participation of MBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the City. (4) The bidder provided written notice of its interest in bidding on the contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less than ten calendar days prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. The Mayor's Affirmative Action Office shall be available to help identify interested MBEs, WBEs and other business enterprises. (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the project. (6) The bidder provided interested enterprises with information about the Plans, Specifications and requirements for the selected sub-contracting work. SP-6 (7) The bidder requested assistance from organizations that provide assistance in the recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days prior to the submission of bids. (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the City. As documentation the bidder must submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and other business enterprises in obtaining bonds, lines of credit, or insurance required by the City or Contractor. If the City has established expected levels of participation for MBE and WBE sub- contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. In the event that the City is considering awarding away from the lowest bidder or not awarding a contract to a proposed bidder because the bidder is determined to be non-responsive for failure to comply with the good faith indicia set forth above, the City shall, if requested, and prior to the award of the contract, afford the bidder the opportunity to present evidence to the Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its .outreach. In no case should the City award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. For the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the discretion of the City to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. The directions set forth herein shall take effect immediately, and all City Departments shall modify their implementation programs to the extent such programs are inconsistent with this policy. 2-1.04 SUBMISSION OF MBE/WBE INFORMATION — GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS document with the contract Bid Documents prior to the hour of the bid opening. If this document is not submitted with the Bid Documents, it must be submitted to the Public Works Division, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening SP-7 2-1.05 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the City's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 2-1.06 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. SP-8 SECTION 3 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- Award of the contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the contract within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the City as liquidated damages. 3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be filed with the Engineer before the contract is executed by the City in accordance with Section 2- 4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in California. 3-1.03 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. No contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill out all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, may subject the bidder to a determination of the bidder's responsibility in the event it is the apparent low bidder on a future public works contracts. SP-9 3-1.04 AWARD OF CONTRACT -- Following a review of the bids, the City shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the City. Additionally, the City reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal notice inviting sealed bids as may be required to provide for the best interest of the City. The Contractor's original signature on the Bid Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Instructions to Bidders, the Plans, the Special Provisions and the Notice Inviting Bids. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Notice Inviting Bids, the Instructions to Bidders, the Bid Form, the Plans, Special Provisions and Standard Specifications, Addenda, together with any attachments, shall be considered as part of the contract between the City and the Contractor to whom the contract is awarded. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. 3-1.05 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, and addenda, or any other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the City may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any Contract Documents. C. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. D. No Bidder shall at any time after submission of a bid make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. SP-10 3-1.06 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the work. B. If, during the course of examination, a Bidder finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of the following: 1. The site of the work. 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the work under the Contract. 5. The conditions to be encountered. • 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Specifications, Plans, any addenda, or any other Contract Documents. D. The information provided by the City is not intended to be a substitute for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed necessary or desirable by the Bidder. SP-11 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL -- Attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the contract by the Mayor and Common Council. The Contractor shall, at the time of notification, inform the Construction Engineer of any special circumstances or conditions that might prohibit the Contractor from attending a Pre-Construction Meeting during this period, or from commencing work as scheduled. 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed will be issued within 10 working days of the Pre-Construction meeting. The Contractor shall immediately notify and obtain the approval of the Construction Engineer, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from commencing work as scheduled. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 60 WORKING DAYS from the date of the "NOTICE TO PROCEED". 4-1.05 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. SP-12 In case all the work called for is not completed in all parts and requirements within the time specified, the City shall have the right to grant or deny an extension of time for completion, as may seem best to serve the interest of the City. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. The Contractor's proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required) shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of the Contract. The Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 4-1.06 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting'; of the Standard Specifications is superseded by these Special Provisions. The Engineer or his/her designee will make a daily determination of each working day to be charged against the contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.07 INSPECTION -- The Contractor is responsible to notify the Public Works/Engineering Division 48 hours prior to start of any work. Any work performed without inspection by the City is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the City's request, and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. 4-1.08 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", Contractor shall obtain a City Business Registration from the City Clerk's Office, San Bernardino City Hall, 300 North"D" Street, 2' Floor, San Bernardino, CA 92418. SP-13 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the State of California, the County of San Bernardino and/or any incorporated city from all claims or suits for damages arising from the prosecution of the contract work, as more fully described in Subsection 5-1.06, "Contractor's Liability". The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands, judgements and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the City with a policy or certificate of liability insurance prior to execution of the contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect.. ACCORD Forms are not acceptable, nor forms signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) Contractor shall maintain minimum limits of insurance no less than: 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this project/location; SP-14 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; 5. Course of Construction: Completed value of the project. 5-1.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed Certificate of Worker's Compensation Insurance before execution of the contract. 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates. 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with public work. SP-15 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.06 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. The Contractor shall not encroach on private property adjacent to this project in any phase of the construction without first obtaining a signed Right Of Entry document from the property owner and submitting this Right Of Entry to the Engineer for approval, prior to any entry or encroachment onto private property. The Contractor shall be responsible for any injury to any person or damage to property resulting from any defects or obstruction occurring any time before project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages aforesaid. SP-16 If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. 5-1.07 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 5-1.08 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor warrants it possesses, or shall obtain, and maintain during the term of this Agreement, a business registration certificate pursuant to Title 5 of the City of San Bernardino Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its profession, skill or business. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. SP-17 ACCORD CERTIFICATE OF INSURANCE DATE(MM/YY/DD) 00/00/00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY COMMERCIAL ASSOCIATES INS.,INC. AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER 1226 EAST LA PALMA AVE. THE COVERAGE AFFORDED BY THE POLICIES BELOW. ANAHEIM,CA 92807 COMPANIES AFFORDING COVERAGE (714)524-4949 FAX: (7145)524-4940 COMPANY A CNA-TRANSCONTINENTAL INSURED COMPANY B CNA-VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LTR NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE(ANY ONE FIRE) $ 500,000 ❑ CLAIMS ❑ OCCUR j MADE MED EXP(ANY ONE PERSON) 5,000 A X OWNER'S&CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 PERSONAL 8 ADV INJURY $1,000,000 GENERALAGREGATE $2,000,000 PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY (PER PERSON) 5 - ALL OWNED AUTOS DY Y B (PER BO ACCIDENILINJURT) $ BAP 5197135 02/01/98 SCHEDULED AUTOS PROPERTY DAMAGE _ (PER ACCIDENT) $ HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY $ AUTO ONLY-EACH ACCIDENT OTHER THAN AUTO ONLY: $ ANY AUTO EACH ACCIDENT OTHER THAN AUTO ONLY: AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYERS LIABILITY STATUTORY LIMITS E .EACH ACCIDENT $1,000,000 C WC XXXXXX 02/01/98 02/01/99 $1�'� THE PROPRIRETOR/ INCL E.L.DISEASE-EA EMPLOYEE PARTNERS/EXECUTIV $1,000,000 E OFFICERS ARE: EXCL E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERAT1ONSILOCATIONSNEHICLE S/SPECUIL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT CERTIFICATE HOLDER CANCELLATION THE CITY OF SAN BERNARDINO SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE DEPARTMENT OF DEVELOPMENT SERVICES NNAAMES TO THE LLEEFTEIN(i COMPANY WILL MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER DIVISION OF PUBLIC WORKS AUTHORIZED REPRESENTATIVE 300 NORTH"D"STREET,3RD FLOOR JOHNE.SMITH(SIGNATURE) SAN BERNARDINO,CA 92418-0001 ACCORD 25S(1/95) 0 ACCORD CORPORATION SP-18 COMMERCIAL GENERAL LIABILITY NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS ( FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: CITY OF SAN BERNARDINO DEVELOPMENT SERVICES/PUBLIC WORKS 300 NORTH "D" STREET, 3RD FLOOR SAN BERNARDINO, CA 92418-0001 SAMPLE ONLY (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work" for that insured by or for you. NOTE: MUST BE SIGNED BY AUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND CG 20 10 11 85 • Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-19 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices" ,"increased or decreased quantities", of the Standard Specifications varies 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 than $1,500 at the applicable contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. Should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. SP-20 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS -- The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the Standard Specifications for Public Works (Green Book) through the entire project. The Contractor, without limitation, shall be responsible to provide and implement Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to be prepared to provide hay bales or similar devices to prevent erosion from being washed into the storm drain system. The Contractor shall be responsible to maintain equipment so that oil, grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs. All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the City or County storm drain systems. The following are the areas to be addressed where applicable: 1. Handle, store and dispose of materials properly. 2. Avoiding excavation and grading activities during wet weather. 3. Construct diversion dikes and drainage swales around working sites. 4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. 5. Develop and implement erosion control plans. 6. Check and repair leaking equipment away from construction site. 7. Designate a location away from storm drains for refueling. 8. Cover and seal catch basins whenever working in their vicinity. 9. Use vacuum with all concrete sawing operations. 10. Never wash excess material from aggregate, concrete or equipment onto a street 11. Catch drips from paver with drip pans or absorbent material. 12. Clean up all spills using dry methods. 13. Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site. 14. Call 911 in case of a hazardous spill. 15. Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan(SWPPP) 16. Name a person, on site, responsible for complying with S.W.P.P.P. BEST MANAGEMENT PRACTICES ( BMPs ): Best Management Practices shall be defined as any program, technology, process, site criteria, operating method, measure, or device which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP Handbook and the County Regional Best Management Practices Handbook for Construction Activities. SP-21 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the Work site at all times. The Contractor shall implement the following BMPs in conjunction with the construction operation and activities: CONSTRUCTION PRACTICES Water Conservation Practices Dewatering Paving Operations Structure Construction and Painting MATERIAL MANAGEMENT Material Delivery and Storage Material Use Spill Prevention and Control WASTE MANAGEMENT Solid Waste Management Hazardous Waste Management Contaminated Soil Management Concrete Waste Management Sanitary/Septic Waste Management VEHICLE AND EQUIPMENT MANAGEMENT Vehicle and Equipment Cleaning Vehicle and Equipment Fueling Vehicle and Equipment Maintenance VEGETATIVE STABILIZATION Scheduling Preservation of Existing Vegetation Temporary Seeding and Planting Mulching PHYSICAL STABILIZATION Geotextiles and Mats Soil Stabilizer/Dust Control Temporary Stream Crossing Stabilized Construction Roadway Stabilized Construction Entrance SP-22 RUNOFF DIVERSION Sodding, Grass Plugging, and Vegetative Buffer strips Earth Dikes, Drainage Swales, and Lined Ditches Top and Toe of Slope Diversion Ditches/Berms Slope Drains and Subsurface Drains VELOCITY REDUCTION Flared Culvert End Sections Outlet Protection/Velocity Dissipation Devices Check Dams Slope Roughening/Terracing/Rounding SEDIMENT TRAPPING Silt Fences Straw Bale Barrier Sand Bag Barrier Brush or Rock Filter Storm Drain Inlet Protection Sediment Traps Sediment Basin Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operations. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs within each category in order to achieve the BMP objective. • BMPs for contractor activities shall be continuously implemented throughout the project. Resources to implement BMPs for erosion control and sedimentation shall be readily available and implemented throughout the construction phase and whenever the National Weather Service predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any contractor activity or construction operation that may produce run-off, and whenever run-off from other sources may occur. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of the specified BMPs. SP-23 STORM WATER POLLUTION PREVENTION PLAN ( SWPPP ): A Storm Water Pollution Prevention Plan (SWPPP) shall be defined as a report that includes site map(s), identification of construction and contractor activities that could pollute storm water, and a description of measures and practices to control the potential pollutants. The preparation and implementation of the SWPPP is intended to ensure that the Contractor will make every reasonable effort to prevent the pollution of water resources during the period of construction. All projects, regardless of size, shall have a SWPPP developed prior to the performance of any soil disturbing activities. Projects over one acre are placed under the regulations of the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge Associated with Construction Activity. In the State of California, these regulations are adopted by the State Water Resources Control Board and as such projects that fall into this category must submit a Notice of New Construction (NONC) to the State Water Resources Control Board (SWRCB) to obtain a waste discharge identification number (WDID). This information is available for review and downloading on the State of California, Department of Transportation web site at http://www.dot.ca.gov/hq/construc/stormwater/manuals. SWPPP's over one acre shall be prepared under the supervision of, and signed by, a Civil Engineer registered by the State of California. All SWPPP's shall include and incorporate BMPs that address contractor activities, erosion, and sedimentation control. The SWPPP shall also include and incorporate appropriate BMPs for run-off generated by construction activities and other non-storm water sources. During all periods of construction, excavated soils which are stored on-site shall be completely covered with waterproof material and sand (or gravel) bagged or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by storm water run-off. If, during construction operations, field conditions change in a manner which, in the opinion of the Engineer, significantly deviates from how the SWPPP, as approved by the CITY, addressed the current construction operation, the Engineer may direct the Contractor to revise the current construction operation and/or the SWPPP. Such directions will be made in writing and will specify the items of work for which the SWPPP is inadequate. No further work on these items will be permitted until the Contractor revises the construction operations to the satisfaction of the Engineer and/or until the Contractor submits a revised SWPPP and receives CITY approval. The Engineer shall notify the Contractor of the acceptance or rejection of the revised SWPPP within seven(7)working days from the date of submittal. The BMP (Best Management Practices) and/or SWPPP (Storm Water Pollution Prevention Plan) shall be submitted to the CITY for review and approval a minimum of ten (10) working days prior to the commencement of construction operations in accordance with this Section 6-1.03 of these Special Provisions. SP-24 The City's NPDES Division shall be contacted prior to any work to determine whether or not the project will require the development of a Water Quality Management Plan(WQMP). THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. Full compensation for the implementation of BMPs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the contract. Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Division, Engineering Section, located at San Bernardino City Hall, 300 North "D" Street, 3rd Floor, San Bernardino, CA 92418. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to, Building Division, Public Services — Sewer, Water, County Flood Control, Railroad, Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a City of San Bernardino Business License at his/her own expense. 6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 of the Public Contract Code. SP-25 A. Work by Contractor The following percentages 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 by Subcontractor When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of$5,000.00 of the subcontracted portion of the extra work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. The Contractor will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings or Saturdays. Designated legal Holidays are: January 1st, the third Monday in January, the third Monday in February, the last Monday in May, July 4th, the first Monday in September, November 11`h, Thanksgiving Day and the Friday following, December 25th and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. SP-26 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9- 3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the City all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of California(CELSOC) survey monument preservation guidelines. The Contractor shall perform and be responsible for the accuracy of surveying adequate for construction. A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the City a copy of all survey notes and a Certificate Record of Survey. SP-27 All new and replaced survey ties shall be by transit method. All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the City within 30 days of such filings. Full compensation for preparation of the survey documents, revisions to the survey documents, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions and the CLSA shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected, without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the City of San Bernardino. SP-28 In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS, -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this contract to acceptance. Contractor is responsible for replacing any damaged improvement or facility to original condition or better. 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict, the more stringent requirement shall be followed. • 6-1.16 SAFETY SUPERVISOR AND MEETINGS -- A. The Contractor shall appoint an employee as safety supervisor who is qualified and authorize to supervise and enforce compliance with the Safety Program. The Contractor shall notify the Engineer in writing prior to the commencement of work of the name of the person who will act as the Contractor's Safety Supervisor. B. The Contractor will, through and with his Safety Supervisor, ensure that all of its employees, and its subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Supervisor shall be a full-time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. SP-29 C. The Contractor and its affected subcontractors shall attend safety coordination meetings. The minutes of their meetings shall be submitted to the Engineer. 6-1-179 MEETINGS -- A. The Contractor shall attend weekly progress meetings at the project site. B. In general, these meetings will be attended by the Contractor, the Engineer or his designee, and any subcontractors, suppliers, distributors or other concerned individuals with issues or items to discuss. C. Meeting minutes will be taken by the Engineer or his/her designee. The meeting minutes will be available to the Contractor at the following weekly meeting. The Contractor shall be responsible to distribute the meeting minutes to all parties performing work under his contract. D. The Engineer shall have the authority to require that a mandatory meeting be held at any time during normal work hours. E. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and may subcontractors specified by the Engineer. 6-1.18 PAYMENT -- Full compensation for conforming to the requirements of Section 6 shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. SP-30 SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special Provisions. Notify the Engineer immediately of any conflict. Match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street Redlands, CA 92373 Phone: (909) 307-6788 Attn: Ben Murguia 2. SOUTHERN CALIFORNIA GAS COMPANY 1981 West Lugonia Avenue Redlands, CA 92374-9796 Phone: (909) 335-7772 Attn: Devery Jennings 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Division 195 North"D" Street San Bernardino, CA 92401 Phone: (909) 387-7224 Attn: Ellis Williams SP-31 4. VERIZON 1980 Orange Tree Lane, Suite 100 Redlands, CA 92374-2803 Phone: (909) 748-6644 Attn: Fernando Lopez 5. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA;COMCAST) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 795-3349 Attn: Stewart King 6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA; TC I) 1500 Auto Center Drive Ontario, CA 91761-1561 Phone: (909) 798-8588 Attn: Mark Davenhauer 7. TIME WARNER TELECOM OF CALIFORNIA 3281 Guasti Road, Suite #350 Ontario, CA 91761 Phone: (909) 456-3697 Attn: Richard Wilkerson Cell: (714) 801-6141 8. A.T. & T. - OSP Engineering Cable Maintenance & Right of Way 2741 N. Main Street Walnut Creek, CA 94596-2714 Phone: (925) 944-8416 Attn: Rosemary Hamill 9. A.T. & T. (SBC-PACIFIC BELL TELEPHONE) ATTN: Right-of-Way Liaison 1265 N. Van Buren Street, Room #180 Anaheim, CA 92807 Phone: (714) 666-5401 Attn: Susan Morgan SP-32 10. SPRINT COMMUNICATIONS Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 11. MCI—Western Region OSP Outside Plant Construction 157 S. Lilac Street Rialto, CA 92376 Phone: (909) 421-5309 Attn: Chuck Trimble 12. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Dean Vandever 13. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite #18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Leida Etherton 14. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street San Bernardino, CA 92415 Phone: (909) 388-5910 Attn: Michele Watson 15. OMNITRANS 1700 W. 5th Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild— Stops & Station Changes SP-33 16. CITY OF SAN BERNARDINO INFORMATION SERVICES —COMMUNICATIONS 300 North"D" Street, 4th Floor San Bernardino, CA 92418 Phone: (909) 384-5947 Attn: Larry Martin 17. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT STREET DIVISION 234 S, Mt. View Avenue San Bernardino, CA 92408 Phone: (909) 384-5143 Attn: Elias Shehab 18. CITY OF SAN BERNARDINO PUBLIC SERVICES DEPARTMENT TRAFFIC SIGNALS 234 S. Mt. View, #110 San Bernardino, CA Phone: (909) 384-5129 Attn: Scott Zehm 7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the location of all underground utilities and services, including potholing, before proceeding with the excavation work, requesting in advance the services of inspectors from the utility companies in order to ascertain said locations. Damage to underground utilities resulting from neglect on the part of the Contractor shall be corrected and paid for by the Contractor. 7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard Specifications. 7-1.04 UTILITIES NOTIFICATION, -- The Contractor shall notify all owners of public utilities seventy two (72) hours in advance of excavating around any of their facilities and substructures and shall also provide the same notice to Underground Service Alert of Southern California, telephone number 1/800/422-4133. SP-34 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project will be relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this project, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. • SP-35 SECTION 8 8-1 DESCRIPTION OF WORK 8.1-01 DESCRIPTION OF WORK -- The description of work to be done consists, in general, of installing sewer pipe, replacing existing sewer pipe by pipe bursting method, constructing manholes, connecting new manholes to existing sewer main, removing and reconstructing manholes, cutting and reconnecting sewer laterals, cold milling asphalt, applying asphalt pavement, including feathering, replacing traffic inductive loop detectors and traffic striping, and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions shall be performed, placed, constructed or installed. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the project. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. 8-1.02 ORDER OF WORK -- BLANK 8-1.03 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard Specifications. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water the site in a prompt manner will result in the City making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. 8-1.04 PROJECT LOCATIONS, -- See separate bound Plans. SP-36 8-1.05 APPROVED MATERIALS -- Whenever the expression "or approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the City Engineer in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.06 CITY-FURNISHED MATERIALS -- City furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: A. Materials, if furnished by the City, will be made available as specified in these Specifications. The Contractor is responsible for loading, unloading, hauling and handling, and placing City-furnished materials. B. The Contractor shall inspect and assure itself of the amount and soundness of such materials. C. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the City for the cost of replacing City-furnished material and such costs may be deducted from any monies due or to become due the Contractor. SP-37 8-1.05 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted until one week prior to bid opening. If there are any questions regarding this project, please contact: City Engineer's Office Third Floor 300 North"D" Street San Bernardino, CA 92418 Subject: SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY, CAJON BLVD.TO LEXINGTON WAY (SW 05-05) TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET (SW 05-06) "I" STREET, 17TH STREET TO 21ST STREET (SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE,WARM CREEK CHANNEL TO 9TH STREET (SW 05-06) "I" STREET, 17TH ST REET TO 21ST STREET (SW 04-36) STERLING AVENUE, HIGHLAND AVENUE TO PUMALO STREET (SS 06-56) PLANS & SPECIAL PROVISIONS NO. 11923A Attention: Byron Montalvo, Sr. Civil Engineer, Project Manager Tel: (909) 384-5263; Fax: (909) 384-5155 E-mail: montalvo_by @ci.san-bernardino.ca.us SP-38 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, 2008 Edition and these Special Provisions. Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. The Contractor shall submit and obtain City approval for traffic control and traffic detour plans prior to the commencement of operations on a street. Traffic control and detour plans shall be based on the most recent "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. All temporary traffic striping, and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk must be properly illuminated at night to the satisfaction of the Engineer. The Contractor shall take all necessary measures to obtain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing the approved traffic control plan based on the most recent "Manual on Uniform Traffic Control Devices", current edition, and the "California Supplement", current edition. The Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. SP-39 In addition to the foregoing traffic control and safety measures, the Contractor shall immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic, the protection of the public and/or the safety of the workers. The Contractor shall maintain at all times the ability to respond to calls from the Engineer, including during non-working hours, to replace or provide additional traffic control or safety devices as required. All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of parking and access. Verbal notification shall be given to all places of business and residences at least 18 hours in advance of commencing work that will affect access to and from their properties. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS -- Unless otherwise specified herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, with prior approval of the Engineer. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this project. The Contractor shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet with a minimum of one lane open in each direction. A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized by the Engineer. 9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible obstruction and inconvenience to the public. Convenience access to abutting properties shall be maintained and remain open, unless approved by the Engineer. SP-40 If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal holidays, and when construction operations are not actively in progress on working days. The Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven(7) days in advance of lane or road closures. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven(7) days in advance of the lane or road closure. Personal vehicles of the Contractor's employees shall not be parked o the traveled way at any time. 9-1.06 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Emergency vehicles shall be permitted access at all times to any street. 9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. 9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights, flares, barricades, traffic control plan and other traffic control devices, necessary to expedite passage of public traffic through the work area, and for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the contract bid lump sum paid for"TRAFFIC CONTROL", and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the contract bid lump sum paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. SP-41 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9- 3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principle items: 1. Submittal and modification, as required, of the Construction Schedule. 2. Providing a Project Office. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds as required by these Specifications 6. Moving onto the site, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. 7. Installing construction fencing and temporary construction power and wiring. 8. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal or one for each water closet(as required). 9. Installing all temporary utilities (as required). 10. Establishing required fire protection provisions. 11. Posting all OSHA required notices and establishment of safety programs. 12. Posting of all Department of Labor notices. 13. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day. 14. Air and water quality protective measures, as necessary, and without limitation. 15. Potholing and other research and review as necessary to verify site conditions and utility locations. 16. Demobilization of the Site. 17. Any other item as specified. 10-1.02 PAYMENT — The contract bid lump sum price paid for `MOBILIZATION" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item, and no additional compensation will be allowed therefor. SP-42 SECTION 11 THROUGH SECTION 13 BLANK SP-43 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 PG 64-10. 14-1.02 CRACK SEALING -- The crack sealing material shall be rubberized crack seal, "Crafeco" or"Percal Polymerles" or approved equal. All cracks larger than V4 inch shall be cleaned and sealed, prior to placing overlay. 14-1.03 TACK COAT -- Tack coat shall be applied in compliance with Sub- Section 302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer. 14-1.04 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE ENCLOSURES TO GRADE - Adjusting manhole frames and covers and water valve enclosures to grade after completion of paving shall be in accordance with Sub-Section 301-1.6 "Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications, and Section 25A, "Adjustment of Water Facilities" of these Special Provisions, per the Plans and as directed by the Engineer. All debris and foreign material shall be removed from the cover in accordance with Sub- Section 301-1.6 The pavement surrounding the frames and covers and enclosures shall meet the smoothness requirement as specified in 302-1.6 14-1.05 ADJUSTING NON-CITY UTILITY MANHOLES/VAULTS -- Adjusting non-city utility manhole/vault frames and covers to grade after completion of paving shall be performed by others. SP-44 14-1.06 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT CONCRETE PAVEMENT" shall include full compensation for furnishing all materials, tools, equipment, and for doing all the work involved in placing pavement material, including crack seal of tack coat as required, feathering a minimum of 2', adjusting manhole frames and covers and water valve enclosures to grade, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-45 SECTION 15 THROUGH SECTION 16 BLANK SP-46 SECTION 17 17-1 COLD MILLING 17-1.01 GENERAL -- Cold milling operations shall be performed in accordance with Section 300-1.3 "Removal and Disposal of Materials" and Section 302-1, "Cold Milling of Existing Pavement", of the Standard Specifications and these Special Provisions. Existing asphalt concrete shall be milled at the location and to the dimensions shown on the Plans and as included in these Special Provisions. The cold milling machine shall have a cutter head at least 30 inches wide and shall be operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as to the direction of travel reducing the size of material until the desired gradation has been achieved. The depth, width, and shape of the cut shall be as indicated on the typical cross sections or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross sections. The outside lines of the milled area shall be neat and uniform. The road surfacing to remain in place shall not be damaged in any way. The material milled from the roadway surface, including material deposited in existing gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall follow within 50 feet of the planer, unless otherwise directed by the Engineer. Milling of asphalt concrete pavement will be measured by the square yard. The quantity to be paid for will be the actual area of surface milled irrespective of the number of passes required. After the cold milling operation, the Contractor shall pave/overlay the street with new pavement within 72 hours and/or as directed by the Engineer. Where transverse joints are milled in the pavement at conform lines, no drop-off shall remain between the existing pavement and the milled area when the pavement is opened to public traffic. If asphalt concrete has not been placed to the level of public traffic, a temporary asphalt concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the existing pavement and tapered on a slope of 30:1 or flatter to the level of the milled area. SP-47 Asphalt concrete for tapers shall be commercial quality and may be spread and compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be completely removed, including removing all loose material from the underlying surface, before placing the permanent surfacing. Temporary tapers shall remain in place no longer than the above 72 hour limit required for the application of new pavement surfacing after cold milling. 17-1.02 PAYMENT -- The contract bid price paid per square yard for "COLD MILLING", shall include full compensation for conforming to the requirements of this section, for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in cold milling of asphalt concrete surfacing including disposal of material milled from the site, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Full compensation for furnishing asphalt concrete for temporary tapers and for constructing, maintaining, removing and disposing of the tapers, shall be considered as included in the contract bid price paid per square yard for "COLD MILLING" of asphalt concrete pavement and no additional compensation will be allowed therefor. SP-48 SECTION 18 BLANK SP-49 SECTION 19 19-1 REPAIR OF STREET CUT/ STRUCTURAL DAMAGE REPAIR /POTHOLE REPAIR 19-1.01 GENERAL - Repair of street cuts/structural damage/potholes shall comply with the following requirement for asphalt concrete and aggregate base, as shown on the Plans or/and directed by the Engineer. 19-1.02 ASPHALT CONCRETE - Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. 19-1.03 AGGREGATE BASE - 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. 19-1.04 PAYMENT - The contract bid unit price paid per square foot for "STREET CUT/STRUCTURAL DAMAGE REPAIR/POTHOLE REPAIR" shall include full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all the work involved in repairing structural damage and potholes, including saw cutting, removing and disposing of asphalt concrete or concrete material, roadway excavation, scarifying the sub- grade and re-compacting, placing aggregate base and asphalt concrete pavement, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-50 SECTION 20 20-1 THERMOPLASTIC TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS 20-1.01 GENERAL - The application of traffic striping, pavement markings and raised pavement markers shall conform to the requirements of Section 210-1.6, "Paint for Traffic Striping, Pavement Marking, and Curb Marking", Section 214, "Pavement Markers", Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" and Section 312, "Pavement Marker Placement and Removal" of the Standard Specifications and these Special Provisions. Paint for traffic striping and pavement markings shall conform to the requirements of Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications. The paint shall contain pre mix glass lass beads with additional glass beads to be mechanically applied when the paint is applied, in accordance with Section 210-1.6.5, "Reflective Material", of the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement delineation plates. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.080-inch. Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6 working days after paving is completed. Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No. 953A (yellow) and No. 953B (clear white) or approved equal. 20-1.02 PAYMENT - The contract bid lump sum price paid for "THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING and RAISED PAVEMENT MARKERS", shall include full compensation for furnishing all equipment and materials, and for doing all work involved in the application of thermoplastic pavement traffic striping and pavement marking, and the installation of raised pavement markers (RPM), as shown on the Plans, per the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-51 • SECTION 21 THROUGH SECTION 23 BLANK SP-52 SECTION 24A 24A-1 INDUCTIVE LOOP DETECTOR 24A-1.01 GENERAL - Inductive loop detectors shall conform to the provisions in Section 209, "Street Lighting and Traffic Signal Systems" and Section 209-5.8, "Detectors" of the Standard Specifications (latest edition), the Caltrans Standard Specifications and Standard Plans (latest edition), and these Special Provisions. The traffic signal work includes installation of new inductive loop detectors and detector lead-in-cables as shown on the Plan and/or as directed by the Engineer, and shall conform to Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special Provisions. 24A-1.02 MAINTAINING EXISTING AND TEMPORARY twe ELECTRICAL hours L SYSTEM - Traffic signal system shutdowns shall be limited to periods of 9:00 a.m. and 3:00 p.m. The Contractor shall place "STOP AHEAD" and "STOP" signs to dirshutdowns.ect vehicle ign and pedestrian traffic through the intersection during traffic signal system faces shall be covered when the system is shutdown overnight. Temporary "STOP AHEAD" and"STOP" signs shall be either covered or removed when the system is turned on. "STOP AHEAD" and "STOP" signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, "Construction Area Signs", of the Standard Specifications. Minimum size of"STOP" signs shall be 36 inches. One "STOP AHEAD" sign and one "STOP" sign shall be placed for each direction of traffic. For two lane approaches, two "STOP" signs shall be placed. Location of signs shall be as directed by the Engineer. Full compensation for furnishing, installing, maintaining and removing temporary "STOP AHEAD" and "STOP" signs and for covering signs and signal faces not in use shall be considered as included in the contract lump sum price paid for the signal items involved, and no additional compensation will be allowed therefor. SP-53 24A-1.03 PULL BOXES - Pull boxes shall be #3-1/2 (except as shown on the Plans) and installed flush with top of curb or concrete sidewalk. Plastic pull boxes will not be allowed. Mark all covers "CITY OF SAN BERNARDINO" and"TRAFFIC". 24A-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions in Section 209-5.8.2.3, "Conductors", and these Special Provisions. Loop wire shall be Type 2. Loop detector lead-in shall be Type C. Nylon jacketed conductors shall not be used. Splices shall be insulated by Method"B" as provided on Caltrans Standard Plans ES-13A. 24A-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall conform to the provisions in Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special Provisions. The Contractor shall install a 6 foot diameter circular loop, Type E, as shown on the Plans. The sides of the slot shall be vertical and the minimum radius of the slot entering and leaving the circular part of the loop shall be 1-1/2 inch. Slot width shall be a maximum of 5/8 inch. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be filled with elastomeric sealant or hot-melt rubberized asphalt sealant. 24A-1.06 SEALANT - Elastomeric sealant or hot-melt rubberized asphalt sealant shall conform to the provisions in Section 209-5.8.2.4, "Sealants" of the Standard Specifications, and these Special Provisions. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface. Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant. SP-54 Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows: After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all surfaces of slots in accordance with the provisions in Section 302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer. Temperature of sealant material during installation shall be above 70°F. Sealant placed in the slots shall be compacted by use of an 8-inch diameter by 1/8- inch thick steel hand roller or other tool approved by the Engineer. Compacted conductor coverage shall be one inch. Excess sealant remaining after rolling shall not be reused. On completion of rolling, traffic will be permitted to travel over the sealant. 24A-1.07 TESTING - The Contractor shall test inductive detector loops in accordance with Section 86-2.14B, "Field Testing", of the Caltrans Standard Specifications, and as directed by the Engineer. An operating test consisting of five (5) days of trouble-free operation shall be satisfactorily completed prior to acceptance by the Engineer. Functional testing shall conform to the provisions in Section 86-2.14C, "Functional Testing", of the Caltrans Standard Specifications and these Special Provisions. The Contractor shall test the detectors with a motor-drive cycle, as defined in the California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the detector will not be permitted. The Contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than 3 miles per hour nor more than 7 miles per hour. The detector shall provide an indication in response to this test. 24A-1.08 REMOVING ELECTRICAL EQUIPMENT - Removal of any existing electrical equipment shall conform to the provisions in Section 86-7.01, "Removing Electrical Equipment", of the Caltrans Standard Specifications and these Special Provisions. Any existing electrical equipment removed shall not be reused, especially conductors, detectors and fuse boxes, and they shall become the property of the Contractor. SP-55 24A-1.09 PAYMENT - The contract bid unit price paid per each for "REPLACE for Existing Traffic INDUCTIVE LOOP DETECTOR" shall include furnishing all materials, tools and equipment and for doing all the work involved in the installation of the inductive loop detector lead-in cable and inductive detector loops, including all the appurtenant facilities, saw cutting, splicing, testing, removing sealant and cleaning existing conduit, removing dirt/debris from existing pull boxes, to replace existing complete in place, as shown on the Plans, per the Standard Specifications (Green Book), the Caltrans Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-56 SECTION 25A 25A-1 ADJUSTMENT OF WATER FACILITIES 25A-1.01 GENERAL — Adjustment of water meter boxes and water valve enclosures shall be in accordance with the Plans, these Special Provisions and as directed by the Engineer. In general, the work includes the adjustment of water meter boxes and water valve enclosures that may exist in the project area. The Contractor shall notify the owner of the water facility a minimum of seven days prior to beginning work that will affect the water line system. The word "Water Department" shall mean the City of San Bernardino Municipal Water Department or the East Valley Water District, depending on the area of construction, The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water Department", or words of like importance, used in Specifications or upon the drawings, shall be understood to mean that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the Water Department", or words of like importance, shall mean approved by or acceptable to, or satisfactory to the Engineer, unless otherwise expressly stated. The word "Engineer" shall mean a Civil Engineer registered as such in the State of California and employed by the Water Department, acting either directly or through designated and properly authorized agents, assistants, and inspectors. The word "Contractor" shall mean the person, persons, partnership or corporation duly licensed as such in the State of California to enter into a contract for the performance of the work required. The words "Or Approved Equal" shall mean a product that meets all A.W.W.A. specifications and has been approved for use in the City of San Bernardino's domestic water system by the Municipal Water Department or the East Valley Water District. SP-57 25A-1.02 CONDITIONS -- The Contractor shall obtain copies of and comply with all applicable current statutes, laws ordinances, rules, regulations, and State of California, the County of San Bernardino, the City of San Bernardino, and any other governmental agencies having jurisdiction, and shall make application for all required permits and bear cost of same. In the event of conflict between the requirements of these Special Provisions specifications and the requirements of the permits, it shall be understood that the more exacting requirements shall govern. The Contractor shall furnish to the owning Water Department copies of all required permits and licensed prior to initiation of the work. Upon completion of the work, the Contractor shall supply to the Water Department letter(s) of approval from the governing bodies having • jurisdiction that the Contractor has met the requirements and conditions of the permits or licenses. 25A-1.03 CAL-OSHA SAFETY CODE - All work shall be done in a manner that complies with all CAL-OSHA Title 8 - Safety Codes. 25A-1.04 DEFECTIVE WORK OR MATERIALS - No work which is defective in its construction or deficient in any of the requirements of these Specifications will be considered as accepted in consequence of the failure of any inspector connected with the work to point out said defects or deficiency during construction. The Contractor shall correct any imperfect work without compensation from the City of San Bernardino or the Municipal Water Department before final acceptance of the work by the Water Department. 25A-1.05 MAINTENANCE OF EXISTING IMPROVEMENTS - Unless otherwise indicated in the Plans or these Special Provisions specifications, or unless otherwise cared for by the owner of a public utility or franchise, all water, gas, oil, or irrigation lines, structures or house laterals, in place, and other surface or subsurface structures or lines, shall be maintained by the Contractor and shall not be disturbed, disconnected or damaged by him during the progress of the work. Should the Contractor in the performance of the work disturb, disconnect or damage any of the above, all expenses of whatever nature arising from such disturbance or in the replacement or repair thereof shall be borne by the Contractor. 25A-1.06 EXCAVATION, TRENCHING AND BACKFILL - All excavation, trenching, and backfill shall be in accordance with Public Works Standards and shall be inspected by the Public Works Engineer. SP-58 25A-1.07 PAVEMENT REPLACEMENT - When existing pavement shall in order to lay the sewer lines shown on the construction drawings, the be cut vertically as nearly as possible to a straight line by a method approved by the City of San Bernardino, Public Works Division, Department of Development Services, as shown on the Plans. The pavement so removed shall be hauled away and shall be replaced with like material. All pavement removal and replacement shall conform to the standards and specifications of the governing body having jurisdiction and shall meet with their approval. The Contractor shall be responsible for removing, disposing of, and replacing all necessary pavement. All paving shall be inspected by the Public Works Division Engineer. It is understood by the Public Works Division that all pavement replacement by this construction is not the responsibility of the Municipal Water Department. 25A-1.08 INSTALLATION - All foreign matter and dirt or shall be vav removed from the interior of the valve box prior to adjustment of the water meter box pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be immediately reported to the Engineer. The Contractor shall at all times take care to protect and preserve all improvements. All pipe and materials which, in the opinion of the Water Department, have been damaged shall be replaced by the Contractor at his own expense. All existing gate valves shall be shut off by Water Department staff. All service, valves, and corporation stops shall be shut off by Contractor under Water Department inspection. All valves 4" and larger shall be operated by Water Department staff only. • 25A-1.09 PAYMENT -- Full compensation for adjusting of water meter and water valve enclosures, including furnishing all materials and equipment, and for doing all the work involved in the adjustment, complete in place, per the Standard Specifications, as specified in these Special Provisions, and as directed by the Engineer, shall be considered as included in the various contract bid items of work, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Provisions shall not apply to adjusting water valve enclosure and water meter box and covers, and no adjustment shall, therefore, be made in the contract unit price for increased or decreased quantities of adjusting utility facilities. SP-59 SECTION 26 BLANK SP-60 SECTION 27 27-1 CONCRETE STRUCTURES 27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the Plans, Standard Drawings and these Special Provisions. Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5) inches. 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 Engineer revises the dimensions of the work shown on the Plans. If such dimensions are revised, and such revisions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the changes in the dimensions. The estimated quantities for such specific portion of the work shall be considered as approximate only and no guarantee is made that the quantities which can be determined by computations, based on the details and dimensions shown on the Plans, will equal the estimated quantities. No allowance will be made in the event that the quantities based on computations do not equal the estimated quantities. 27-1.02 CONCRETE ENCASEMENT NO. 2 -- Concrete encasement shall be constructed in accordance with the City's Standard Plan No. 309, No.2, and as directed by the Engineer. 27-1.03 PAYMENT -- The contract bid price paid per linear foot for "CONCRETE ENCASEMENT NO. 2" shall include full compensation for providing all the materials, tools and equipment, and for doing all the work involved in constructing concrete encasement for the various sizes of pipe, complete in place, as shown on the Plans, per the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefor. SP-61 SECTION 28 28-1 IMPORTED BACKFILL AS ORDERED BY THE ENGINEER 28-1.01 GENERAL - Imported backfill material, when ordered by the Engineer, shall comply with Section 306-1.3.7, "Imported Backfill" of the Standard Specifications. 28-1.02 PAYMENT - The contract bid unit price paid per ton for "IMPORTED BACKFILL, as Ordered by the Engineer" shall include full compensation for all material, tools, equipment and work involved in furnishing and placing imported backfill, complete in place, per Plans, the Standard Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to imported backfill for trenches, and no adjustment therefor shall be made in the contract unit price for increased or decreased quantities of imported backfill for trenches. SP-62 SECTION 29 29-1 SHORING OF EXCAVATION 29-1.01 GENERAL - The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this project. 29-1.02 PERFORMANCE - Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order", issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and have a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting, and bracing of excavations and those concerning warning signs, lights and barricades are of particular importance. All excavations 5 or more feet in depth shall be braced in accordance with the requirements of Section 306-1.1.6 of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during an excavation. No excavation shall be done until such plan has been approved in writing by the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1 of the Standard Specifications. The Contractor shall have on file with the City of San Bernardino, Department of Development Services, Division of Public Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. SP-63 29-1.03 PAYMENT - The contact bid lump sum price paid for "SHORING OF EXCAVATION", shall be deemed to include full compensation providing all equipment and material and for doing all the work involved in the shoring of excavation, in compliance with all the requirements of this section of the Special Provisions, per the Standard Specifications, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-64 SECTION 30 THROUGH SECTION 32 BLANK SP-65 SECTION 33 33-1 SEWER PIPE 33-1.01 GENERAL -- Sewer pipe, of the sizes shown on the Plans, shall comply with Section 207-17, "PVC Plastic Pipe", of the Standard Specifications and these Special Provisions. Solid wall PVC plastic pipe shall have a Standard Deflection Ratio ( SDR ) of 26 or less (stiffer). 33-1.02 INSTALLATION -- Sewer pipe of the sizes shown on the Plans shall be installed in accordance with manufacturers recommendation and with Section 306, "Underground Conduit Construction", of the Standard Specifications. The Contractor shall make all excavations necessary to construct and install all pipelines shown on the Plans. Excavation shall include the removal of all asphalt and/or concrete pavement and other materials or obstructions of any nature that would interfere with the excavation of the work. Concrete roadbed may be under the existing asphalt pavement. The Contractor shall be prepared to saw cut the existing roadway improvements in the course of performing the sewer main and lateral work of this project. All removed asphalt, concrete and other unsuitable 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 minimum width of excavation for sewers shall be 12 inches (6 inches on each side) more than the exterior diameter of the pipe, exclusive of bells and branches. Where sheeting is placed, the width shall be to the face of the sheeting. The maximum width of the excavation measured at the top of the pipe, which includes the width required for sheeting, shall be 16 inches (8 inches on each side) more than the outside diameter of the pipe, exclusive of bells and branches. Bedding material shall conform to the requirements of Section 306-1.2.1, "Bedding" of the Standard Specifications. SP-66 Where the foundation consists of soft or yielding material, a minimum of 4 inches of bedding shall be provided. The cost of furnishing and placing imported bedding material shall be included in the price bid for pipe installed complete in place, and no additional compensation will be allowed therefor. If the bottom of the excavation is found to consist of rock or any material that by reason of its hardness cannot be excavated to give a uniform bearing surface, said rock or other materials shall be removed for at least 3 inches below the bottoms of the pipe and be refilled to grade, at the Contractor's expense, with bedding material. 33-1.03 TESTING PIPELINES -- The pipe lines shall be tested in accordance with Section 306-1.4.4, "Air Pressure Test", of the Standard Specifications. In addition to the "Air Pressure Test", a "Mandrel Test" shall be used for PVC pipe, in accordance with Section 306- 1.2.12 of the Standard Specifications and these Special Provisions. After backfilling a compaction of PVC pipe, the sewer pipeline shall be cleaned and mandrelled. The mandrel shall be rigid with 9 runners. Its length shall be greater than or equal to the pipe diameter, and diameter of the mandrel shall be at least 96 percent of the specified inside diameter of the pipe being tested. A valid certification of the mandrel's dimensional integrity shall be provided and the Engineer must approve the mandrel prior to testing. Mandrel testing shall be performed in the presence of the Engineer. In pipes where the mandrel sticks, the pipe shall be dug up and replaced as deemed necessary by the Engineer, backfilled, compacted, and retested with the mandrel. A pipe "Deflector" or"Rerounder", shall not be used to reround over deflected pipes. 33-1.04 ABANDONMENT OF CONDUCT -- BLANK 33-1.05 BYPASSING SEWAGE -- The Contractor, when required, shall provide for the flow of sewage around the section or sections of pipe designated for repair. The bypass shall be made by plugging the line at an existing upstream manhole and pumping the flow into a downstream manhole or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. The City may require a detail of the bypass plan to be submitted. SP-67 33-1.06 PAYMENT -- The contract bid unit price paid per linear foot, for the various sizes of sewer pipe, shall include full compensation for providing all the material, tools and equipment, and for doing all the work involved in the installation of sewer main, complete in place, including saw cut and removal of asphalt and/or concrete pavement, performing all excavation, bedding and backfill, restoring asphalt concrete pavement, per the Plan, the Standard Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. Payment for excavation, including removing asphalt concrete or concrete surfacing, shall be considered as included in the contract bid unit price paid for the various sizes of sewer pipe, and no additional compensation will be allowed therefor. Imported backfill will be paid for as a separate item of work Costs 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 SECTION 33C 33C-1 RECONNECTION AND ADJUSTMENT OF SEWER LATERALS 33C-1.01 GENERAL -- Reconnection and adjustment of sewer laterals shall conform to the provisions of Section 306-6, "Remodeling Existing Sewer Facilities", of the Standard Specifications, these Special Provisions, the City Standard Drawing No. 308, "Remodeling of Sanitary Sewer House Connections", and as directed by the Engineer. 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 and conduit installation, and backfill and the specified permanent surfacing shall be satisfactorily completed as soon as practical, but in no case more than 15 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 and conduit is used shall be 500 feet, or the distance necessary to accommodate the amount of pipe and conduit installed in a single day, whichever is the greater, in accordance with Section 306-1, "Open Trench Operations", of the Standard Specifications. 33C-1.02 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. 33C-1.03 CUT AND RECONNECTION OF EXISTING SEWER LATERAL -- Cut of existing sewer lateral and extension and reconnection to new sewer main shall be performed in accordance with Section 306-6, "Remodeling Existing Sewer Facilities", City of San Bernardino Standard No. 308, and as directed by the Engineer. SP-69 33C-1.04 PLUG OF ABANDONED PORTION OF EXISTING SEWER LATERAL -- Plug of the abandoned portion of existing sewer lateral shall be a 6" thick wall of cement mortar at open ends, and as directed by the Engineer. 33C-1.05 BACKFILLING, BEDDING AND DENSIFICATION -- Backfilling, bedding and densification shall comply with the requirements of Section 306-1.3, `Backfilling, Bedding and Densification", of the Standard Specifications, pipe manufacturer's installation instructions and details, and these Special Provisions and as directed by the Engineer. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 90%. Subgrade for asphalt concrete pavement in the traveled way shall be compacted to a relative density of not less than 95% down to a depth ending at the 12" minimum of 90% compacted cover over the pipe. Under no circumstances shall truck wheels be used for compacting soil. 33C-1.06 ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall comply with the requirements of Sub-section 306-1.5.1, "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or other areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed as soon as the backfill is densified to the relative density or immediately when so directed by the Engineer. Permanent resurfacing shall comply with the requirements of Sub-section 306-1.5.2, "Permanent Resurfacing", of the Standard Specifications and these Special Provisions. SP-70 Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. The Performance Grade of the asphalt concrete shall be PG 64-10. A self-propelled machine will not be required for any trench that is 2 feet or less in width. A tack coat shall be applied as directed by the Engineer. 33C-1.07 PAYMENT -- The contract bid unit price per each for "CUT & RECONNECT Existing SEWER LATERAL" shall include full compensation for providing all the material, tools and equipment, and for doing all the work involved in the cut of the existing lateral and the reconnection of the existing sewer lateral to the new sewer main, including saw cutting, removing and disposing of existing asphalt concrete or concrete pavement, constructing bedding, backfill and replacing asphalt pavement in roadbed area, plug of any abandoned sewer main, plug of the non-active old lateral connection and extension of sewer lateral to new sewer main, per the Plan, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation shall be allowed therefor. Imported backfill will be paid for as a separate item of work. Costs 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-71 SECTION 33D 33D-1 PNEUMATIC PIPE BURSTING 33D-1.01 GENERAL DESCRIPTION -- This specification shall cover the rehabilitation of existing sanitary sewers using the GRUNDOCRACK PIPE BURSTING SYSTEMTM , or approved equal. Pipe bursting is a system by which the pneumatic burster unit splits the existing pipe while simultaneously installing a new Polyethylene Pipe of the same size or larger size pipe where the old pipe existed. Existing sewer service house connections are then reconnected. The newly install Polyethylene Pipe is inspected by television. and the installation is completed in accordance with the Plans and these Special Provisions. Only pneumatically operated equipment, with either front or rear expanders for the proper connection to the Polyethylene Pipe, will be allowed for use. The pneumatic tool must be used in conjunction with a constant tension/variable speed winch. The winch shall have twin cable pulling capstans with twin hydraulic drive motors and twin gearboxes for independent operation of either 20, 10, or 5 tons. The size of the winch depends on the diameter of the pipe to be replaced. In no case is the constant tension on the winch to exceed 20 tons. 33D-1.02 QUALIFICATIONS -- The Contractor shall be certified by the particular pipe bursting system manufacturer to insure that such a company is a fully trained user of the pipe bursting system. Polyethylene pipe jointing shall be performed by personnel trained in the use of butt- fusion equipment and recommended methods for new pipe connections. Personnel directly involved with installing the new pipe shall have received training in the proper methods for handling and installing the polyethylene pipe. Training shall have been performed by qualified representatives. The Contractor shall "Hold Harmless" the City, and/or its representatives, in any legal action resulting from patent infringements. SP-72 33D-1.03 SUBMITTALS -- Submit the following contractor's drawings: 1. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pipe and fittings. Include manufacturer's recommendations for handling, storage, and repair of pipe and fittings damaged. 2. Method of construction and restoration of existing sewer service connections. This shall include: a. Detail drawings and written descriptions of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. 3. Certification of workers training for installing pipe. 4. Television inspection reports and videotapes made after new pipe installation. 33D-1.04 DELIVERY, STORAGE, AND HANDLING -- Transport, handle and store pipe and fittings as recommended by manufacturer. If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced, as required by the Engineer, at the Contractor's expense before proceeding further. Deliver, store and handle other materials as required to prevent damage. 33D-1.05 METHODS FOR NEW PIPE INSTALLATION -- The method approved for rehabilitation of existing sewer mains by pipe bursting and installation of new polyethylene pipe is T. T. Technologies' GRUNDOCRACKTM SYSTEMS (800-533-2078), or approved equal. The Contractor performing the work described in this Section must be an existing licensee to perform pipeline replacement operation using the pipe bursting methodology patented by Advantica Technologies (British Gas Plc). The Contractor, or Subcontractor, shall be trained by the respective manufacturer of the pipe bursting equipment in the use of that machinery. The Contractor, or Subcontractor, shall provide certification from the manufacturer that the Contractor, or Subcontractor, has been trained and is proficient in the use of the equipment. Only the Contractor, or Subcontractor's, employees trained and certified shall perform the work at the work site. See accompanying list for your closest trained contractor that is licensed by Advantica Technologies. SP-73 PLEASE NOTE THAT using an unlicensed contractor who does not have an Advantica Technologies method license that caused them to pay royalties to Advantica Technologies can put you in violation of Advantica Technologies patents. Using an unlicensed contractor could cause the owner who is releasing and getting the benefit of the work to legal exposure. Further assistance or information, contact Peter McCallum, of Advantica Technologies, directly at(713-586-7000) or Mobile (403-238-6937). 33D-1.06 MATERIALS -- Polyethylene Plastic Pipe shall be High-Density Polyethylene (HDPE) Pipe and meet the applicable requirements of ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-PR) based on Outside Diameter, ASTM D1248, ASTM D3350. High Density Polyethylene (HDPE) Pipe manufacturers recommend minimum wall thickness of SDR 17 for pipe bursting installations. The following shall apply: 1. Sizes of the insertions to be used shall be such to renew the sewer to its original or greater than flow capacity. 2. All pipes shall be made of virgin material. No rework except that obtained from the manufacturer's own production of the same formulation shall be used. 3. The pipe shall be homogenous throughout and shall be free of visible cracks, holes, foreign material, blisters, or other deleterious faults. 4. Material color shall be white, black or whatever is specified with interior of pipe having a light reflective color to allow easier/better viewing for television inspection. 5. Other pipe materials may be considered, the pipe bursting equipment manufacturer shall be consulted for feasibility. 33D-1.07 TESTS -- Tests for compliance with this Section shall be made as specified herein and in accordance with the applicable ASTM Specification and Section 207-18, "Annular High-Density Polyethylene Pipe with Smoot Interior, Corrugated Exterior, with Bell and Spigot Joints (type S)", of the Standard Specifications. A certificate of specifications shall be furnished, upon request, by the manufacturer for all material furnished under this Section. Polyethylene plastic pipe and fittings may be rejected to meet any requirements of this Section. SP-74 33D-1.08 EQUIPMENT -- The pneumatic pipe bursting tool shall be designed and manufactured to force its way through existing pipe materials by fragmenting the pipe and compressing the old pipe sections into the surrounding soil as it progresses. See manufacturer's specifications for what size tool should be used in what diameter or pipe, as well as parameters of what size tool for percentage of upsize allowed. The pipe bursting tool shall be pulled through the sewer by a winch located at either upstream or downstream manhole. The bursting unit shall pull the HDPE pipe, attached to the sleeve on the rear of the burster, with it as it moves forward. The bursting action of the tool shall increase the external dimensions sufficiently, causing breakage of the pipe and at the same time expending the surrounding ground, creating the void into which the burster can be winched forward. The bursting head shall incorporate a shield/expander to prevent collapse of the hole ahead of the HDPE pipe insertion. The pipe bursting unit shall be remotely controlled. The burster shall have its own forward momentum while being assisted by winching. A hydraulic winch shall give the burster friction by which it can be moved forward. To form a complete operating system, the burster must be matched to a constant tension hydraulic winching system. 33D-1.09 WINCH UNIT -- A winch shall be attached to the front of the bursting unit, connecting to, or throughout, the advanced guide head technology. The winch shall provide a constant tension to the burster in order that it may operate in an efficient manner. The winch shall have twin capstan with twin hydraulic drive motors and twin gear boxes for independent operation. The winch shall be hydraulically operated, providing a constant tension throughout the operation. The winch shall be of the constant tension type, but shall be fitted with a direct reading load gauge to measure the winching load. The winch must automatically maintain a constant tension at a set tonnage reading. The constant tension winch shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points (manholes or as directed by the Engineer). The winch, cable and cable drum, must be provided with safety cage and supports so that it may be operated safely without injury to persons or property. SP-75 *TYPES AVAILABLE FOR ALL MAINLINES: TYPES GASKETTED BELL GASKETTED BELL SDR 35 IPS/SCH 40 PVC Hub ASTM D3034 SDR 35 ATM D3034 SDR 26 Rubber Boot ASTM C443 ASTM C443 Band 301 SS 301 SS Screw 305 SS 305 SS Housing 301 SS 301 SS Gasket ASTM F477 33D-1.11 PREPARATION — BYPASSING SEWAGE -- The Contractor, when and where required, shall provide diversion for the pipe bursting/replacement process with by-pass pumping. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping, required during installation of the pipe, shall be considered as included in the contract bid price per linear foot for pipe replacement by the pipe bursting method. . The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean up, repair, property damage cost and claims. 33D-1.12 TELEVISION INSPECTION -- Television inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit color television. Television inspection shall include the following: 1. Video tapes (post) to be submitted to the City before final invoice. Normal pipe bursting practice includes video taping and evaluation of the existing pipe during the design phase of the project, or prior to commencement of pipe bursting operations. SP-77 The Contractor shall provide a system of guide pulleys and bracing at the exit pit to minimize cable contact with the existing line between launch and exit pits. The supports to the trench shoring in the insertion pit shall remain completely separate from the winch boom support system and shall be so designed that neither the pipe nor the winch cable shall be in contact with them. The winch shall have twin capstan with twin hydraulic drive motors and twin gear boxes for independent operation. In no case shall the winch cable storage spool be considered part of the twin capstan pulling system. 33D-1.10 SEWER SERVICE CONNECTIONS -- All sewer service connections shall be identified and located prior to the pipe insertion to expedite reconnection. Upon commencement, pipe insertion shall be continuous and without interruption from one manhole to another, expect as approved by the Engineer and/or his representative. Upon completion of insertion of the new pipe, the Contractor shall expedite the reconnection of services so as to minimize any inconvenience to the public. Sewer service connections shall be connected to the new pipe by various methods. The saddles should be made of a material compatible with that of the pipe. Fusion of saddle connection to the main is the only means of assuring a complete lead-free joint. Electrofusion saddles, as manufactured by Central Plastics or approved equal, shall be installed in accordance with the manufacturer's recommended procedures. Conventional Fusion saddles, as manufactured by Central Plastics; Phillips Driscopipe; Plexco or approved equal, shall be installed in accordance with the manufacturer's recommended procedures. Connection of the new service lateral* to the mainline shall be accomplished by means of a compression-fit service connection. The service connection shall be specifically designed for connection to the sewer main being installed, and shall be INSERTA TEETM as manufactured by Fowler Manufacturing Co. Hillsboro, Oregon, (503-357-2110) or approved equal. The Contractor shall install the connection using procedures and equipment as referenced in manufacturer's written installation instructions. SP-76 2. Video tapes shall remain the property of the City; the Contractor shall retain a second copy for his/her use. 3. All flows tributary to the reach of sewer being inspected are to be completely by- passed around the reach during inspection, if necessary and required by the City. 4. Post construction video tape, upon completion of reconstruction of each reach of sewer, shall have the voice description, as appropriate, and stationing of services indicated. Data and stationing to be on video. 5. Should any portion of the inspection tapes be of inadequate quality or coverage, as determined by the City, the Contractor will have the portion re-inspected and video taped, at no additional expense to the City. 33D-1.13 CONSTRUCTION METHOD -- Equipment used to perform the work shall be located away from buildings to avoid noise impact. The Contractor shall provide a silent engine compartment with the winch to reduce machine noise as required to comply with sound level requirements.\\ The contractor shall install all pulleys, rollers, bumpers, alignment control devices and other equipment required to protect existing manholes, and to protect the pipe from damage during installation. Lubrication may be used as recommended by the manufacturer. Under no circumstances will the pipe be stressed beyond its elastic limit. The winch line is to be centered in the pipe to be burst with an adjustable boom. The installed pipe shall be allowed the manufacturer's recommended amount of time, but not less than four (4) hours, for cooling and relaxation due to tensile stressing prior to any reconnection of service lines, sealing of the annulus or backfilling of the insertion pit. Sufficient excess length of new pipe, but not less than four (4) inches, shall be allowed to protrude into the manhole to provide for occurrence. Restraint of pipe ends shall be achieved by means of Central Plastics Electrofusion couplings (800) 654-3872, or approved equal. The Electrofusion couplings shall be slipped over pipe ends against the manhole wall and fused in place. Installation of Electrofusion couplings shall be done in accordance with the manufacturers recommended procedures. SP-78 Following the relaxation period, the annular space may be sealed. Sealing shall be made with material approved by the Engineer, and/or his representative, and shall extend a minimum of eight (8) inches into the manhole wall in such a manner as to form a smooth, uniform, watertight joint. The terminating pipe ends in manholes shall be connected by Central Plastics Electrofusion couplings, or approved equal, to eliminate ground water infiltration. Installations of Electrofusion couplings shall be done in accordance with the manufacturers recommended procedures. Launch and receiving excavations pits need to be long enough to properly align the bursting tool with the existing pipe and to allow the HDPE pipe to make a graceful "S" Bend out of the pit and transition to the street above. A good rule of thumb to use is to multiply the depth of the existing pipe by a factor of 4. The product is an approximate minimum launch pit length. Example: Existing pipe is 8' deep; 8' depth x 4 = 32' launch pit length. Receiving pits need to be long enough to easily remove the bursting tool/expander combination leaving a couple of feet of the HDPE pipe to work with. The Contractor shall note the following: 1. Window Method — Up to 12" diameter HDPE pipe, the Contractor shall use the "windowing" method where necessary, to prevent damage to surrounding infrastructure. This method is described in T. T. Technologies, Inc's "Pipe Bursting Operation Manual". Both entrance and exit procedures may be conducted. • Underground utility locates must be performed prior to determining the necessity and feasibility of the "windowing" method. 2. Tool Removal Back to Starting Pipe via Being Pulled Back Out of the newly Installed HDPE Pipe. The Contractor shall use the GRUNDOCRACKTM PCG System, or approved equal, when an exit pit is difficult due to underground utility placement or surrounding infrastructure. The PCG System uses a pneumatic tool with a special head expander. The PCG tool also uses a remote controlled reverse procedure to allow reversing the GRUNDOCRACKTM tool for removal back through the newly installed HDPE pipe. In all cases, the tool must have the ability to operate in reverse to prevent damage to the HDPE pipe during removal. SP-79 3. Service Connections — Excavations for laterals should be to depth of 1 foot below the lateral. This will help to prevent uneven expansion of the soil by the bursting tool. This will avoid creating a hump in the new pipe at lateral connections. In some soil conditions, it will be important to only dig the lateral to the invert of the host pipe. This will help to prevent creating sags at lateral connections. These are usually lateral connections where leakage has been occurring for some time causing the soil to be softer than the rest of the pipeline. 33D-1.14 FIELD TESTING -- After the existing sewer is completely replaced, the Contractor shall internally inspect with a television camera and video tape as required. The finished tape shall be continuous over the entire length of the sewer between two manholes and clearly show the section to be free from visual defects. Defects, which may affect the integrity or strength of the pipe in the opinion of the Engineer, shall be repaired or the pipe replaced at the Contractor's expense. 33D-1.15 PIPE JOINING -- The HDPE pipe shall be assembled and joined at the site using the butt-fusion method to provide a leak proof joint. Threaded or solvent-cement joints and connections are not permitted. All equipment and procedures used shall be used in strict compliance with the manufacturer's recommendations. Fusing shall be accomplished by personnel certified as fusion technicians by a manufacturer of polyethylene pipe and/or fusing equipment. The butt-fused joint shall be true alignment and shall have uniform roll-back beads resulting from the use of proper temperature and pressure. The joint shall be allowed adequate cooling time before removal of pressure. The fused joint shall be watertight and shall have tensile strength equal to that of the pipe. All joints shall be subject to acceptance by the Engineer, and/or his representative, prior to insertion. All defective joints shall be cut out and replaced at no cost to the City. Any section of the pipe with a gash blister, abrasion, nick, scar, or other deleterious fault greater in depth that ten percent (10%) of the wall thickness, shall not be used and must be removed from the site. However, a defective area of the pipe may be cut out and the joint fused in accordance with the procedures stated above. In addition, any section of the pipe having other defects such as concentrated ridges, discoloration, excessive spot roughness, pitting, variable wall thickness or any other defect of manufacturing or handling as determined by the Engineer, and/or his representative, shall be discarded and not used. Terminal sections of pipe that are joined within the insertion pit shall be connected with Central Plastics Electrofusion Couplings or connectors with tensile strength equivalent to that of the pipe being joined. SP-80 33D-1.16 PAYMENT -- The contract bid price paid per linear foot for "REPLACE Existing 12" PVC SEWER MAIN With 15" POLYETHYLENE PIPE By Pipe Bursting Method" shall be considered as full compensation for providing all the material, tools and equipment, and for performing all the labor required for replacing the existing sewer main with HDPE pipe by the pipe bursting method, including all pipe bedding, backfill material, annulus sealing material and launching pits, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price per each for "CUT & RECONNECT Existing SEWER LATERAL", shall include full compensation for providing all the material, tools and equipment, and for performing all the labor required to reinstall lateral service to the new sewer main, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Full compensation for all post construction video tape inspection of entire length of new pipe, per these Special Provisions and as directed by the Engineer, shall be considered as included in the contract bid price paid per linear foot for "REPLACE Existing 12" PVC SEWER MAIN With 15" POLYETHYLENE PIPE By Pipe Bursting Method", and no additional compensation will be allowed therefor. Full compensation for the cost of any necessary by-pass pumping, per these Special Provisions and as directed by the Engineer, shall be considered as included in the contract bid price paid per linear foot for "REPLACE Existing 12" PVC SEWER MAIN With 15" POLYETHYLENE PIPE By Pipe Bursting Method", and no additional compensation will be allowed therefor. SP-81 • SECTION 34 34-1 MANHOLES 34-1.01 GENERAL -- Manholes shall be pre-cast concrete and shall conform with City Standard Drawing No.'s 300, 301 and 302 respectively. Frames and covers shall conform with City Standard Drawing No. 304. Pre-cast manholes shall be coated on the inside with Hunt's Process Black No. 120 or approved equal. The coating shall be applied before the manhole is installed in place. Frames and covers shall be adjusted to grade, after completion of the restoration of the asphalt concrete pavement. All covers shall be marked with 2" letters, per the Engineer, as follows: "CITY OF SAN BERNARDINO" "CONFINED SPACE" "DO NOT ENTER" The above referenced City Standard Drawings are included in the "STANDARD DRAWINGS" in the appendix of these Special Provisions. 34-1.02 PAYMENT — The contract bid price paid per each for "SEWER MANHOLE", "REMOVE Existing and CONSTRUCT New SEWER MANHOLE" and "SEWER MANHOLE, Including CONNECT To Existing SEWER MAIN", shall include full compensation for providing all equipment and materials and for doing all the work involved in the removal of existing manholes and constructing of new manholes, including frame and covers, modification if required, connecting to existing sewer main and/or new sewer main, and extra depth as required to form a complete installation, per the Plans, the Standard Specification, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-82 SECTION 35 35-1 TRENCHING/BACKFILL AND RESTORATION OF ASPHALT PAVEMENT 35-1.01 GENERAL -- Trench excavation and backfill shall conform to the provisions of Section 308-2.2, "Trench Excavation and Backfill", and Section 306-1, "Open Trench Operations", of the Standard Specifications, and these Special Provisions. 35-1.02 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH -- Open trench, as referred to herein, is defined as al 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 Special Provisions, 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 and conduit installation, and backfill and the specified permanent surfacing shall be satisfactorily completed as soon as practical, but in no case more than 15 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 and conduit is used shall be 500 feet, or the distance necessary to accommodate the amount of pipe and conduit installed in a single day, whichever is the greater, in accordance with Section 306-1, "Open Trench Operations", of the Standard Specifications. 35-1.03 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. SP-83 35-1.04 BACKFILLING AND DENSIFICATION -- Backfilling and densification shall comply with the requirements of Section 306-1.3, `Backfilling and Densification", of the Standard Specifications and these Special Provisions. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 90%. Subgrade for asphalt concrete pavement in the traveled way shall be compacted to a relative density of not less than 95% down to a depth ending at the 12" minimum of 90% compacted cover over the pipe. Under no circumstances shall truck wheels be used for compacting soil. 35-1.05 TEMPORARY RESURFACING, -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or to the areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed at noon as the backfill is densified to the relative density or immediately when so directed by the Engineer. 35-1.06 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. The Performance Grade of the asphalt concrete shall be PG 64-10. SP-84 A self-propelled machine will not be required for any trench that is 2 feet or less in width. A tack coat shall be applied as directed by the Engineer. 35-1.07 PAYMENT -- Full compensation for restoration of asphalt concrete pavement, including doing all the work involved in excavation, backfilling and compacting, and constructing asphalt concrete pavement, including placing and removing temporary resurfacing, the application of tack coat as directed by the Engineer, in the areas as shown on the Plans, shall be considered as included in the various contract bid items of work involved, and no additional compensation will be allowed therefor. Payment for saw cutting and removing and disposing of existing asphalt concrete or concrete pavement shall be considered as included in the various contract bid items of work involved, and no additional compensation shall be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. • SP-85 SECTION 36 THROUGH SECTION 49 BLANK SP-86 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL -- All existing improvements (except utilities and street pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10-foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. SP-87 • 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-1.02 PAYMENT -- Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various contract items of work involved, and no additional compensation will be allowed therefor. SP-88 SOILS REPORT �py t-a M Y REPORT OF LIMITED GEOTECHNICAL STUDY, SEWER IMPROVEMENTS ON INDUSTRIAL PARKWAY, [ TIPPECANOE AVENUE AND "I" STREET, CITY OF SAN BERNARDINO, SAN BERNARDINO COUNTY, CALIFORNIA t. April 30, 2007 SUBMITTED TO: CITY OF SAN BERNARDINO PUBLIC WORKS/ ENGINEERING 300 NORTH D STREET SAN BERNARDINO, CALIFORNIA 92408 PREPARED BY: HILLTOP GEOTECHNICAL, INC. 786 SOUTH GIFFORD AVENUE SAN BERNARDINO, CALIFORNIA 92408 786 S.GIFFORD AVENUE • SAN BERNARDINO • CALIFORNIA 92408 hilltopgahgeotech.com • FAX 909-890-9055 •909-890-9079 -(1 HILLTOP GEOTECHNICAL INCORPORATED April 30, 2007 City of San Bernardino Project No.: 622-D07 Public Works / Engineering Report No.: 1 300 North D Street San Bernardino, CA 92408 Attention: Mr. Robert Sepulveda Associate Engineer Subject: Report of Limited Geotechnical Study, Sewer Improvements on Industrial Parkway, Tippecanoe Avenue, and I Street, City of San Bernardino. San Bernardino County, California. References: City of San Bernardino,Development Services-Public Works / Engineering, Undated, Sewer Improvements on Industrial Parkway, Tippecanoe Avenue "I"Street, Drawing No. 11923, Sheet 1 of 4 Sheets through Sheet 4 of 4 Sheets. Mr. Sepulveda: According to your request, we have completed a limited geotechnical study for the proposed sewer improvements on Industrial Parkway.Tippecanoe Avenue,and"I" 1 Street in the City of San Bernardino, San Bernardino County, California. We are el presenting, herein, our findings and recommendations. FIELD EXPLORATION 1 A study of the project's subsurface condition was performed to evaluate the j thickness of the existing pavement section, the underlying earth strata, and the presence of groundwater. Four (4) exploratory borings were performed along the project area on April 2 and April 3, 2007. The locations of the borings were pre- established by representatives of the City of San Bernardino. The locations of 1 : s 622-D07.1 April 30, 2007 Page 2 the borings were marked in the field by representatives of Hilltop Geotechnical, Inc. by pacing and sighting from the adjacent existing streets and adjacent -I structures as shown on the referenced plans. Approximate locations of the exploratory excavations are denoted on the attached 'Exploratory Excavation Location Plan,'Plate No. 1, presented in this report. Approximate elevations of the exploratory excavations were determined by interpolation from the profile as l shown on the referenced plans. Locations and elevations of the exploratory excavations should be considered accurate only to the degree implied by the 1 method used in determining them. . The exploratory borings were performed by using a truck-mounted drill rig equipped with 8-inch outside-diameter, hollow-stem augers. The exploratory excavations were explored to depths ranging from approximately 10.5 to 20 feet below existing the existing pavement and ground surfaces at the excavation locations. Bulk and disturbed samples of encountered earth materials were obtained at various depths in the exploratory excavations and returned to our . laboratory for testing and verification of field classifications. Bulk samples were 4 obtained from cuttings developed during the excavation process and represent a mixture of soils within the depth indicated on the logs. Disturbed samples of -3 encountered earth materials were obtained at various depth by driving a split- spoon sampler. The sampler was driven with successive drops of a 140-pound weight having a free fall of approximately 30 inches. No sampler was driven below 1 the depth of 5.0 feet in boring B-4 to avoid hitting the existing sewer line that was . -1 not marked by the DigAlert. Blow counts for each successive 6.0 inches of penetration,or fraction thereof, are shown on the attached`Subsurface Exploration A Log,' Plate Nos. 3 through 6, presented in this report. Groundwater observations were made during, and at the completion of the excavation process and are noted on the attached 'Subsurface Exploration Log,' if encountered. i. _. The exploratory excavations were logged by a representative of Hilltop Geotechnical, Inc. for earth materials and subsurface conditions encountered. Soil materials encountered in the exploratory excavations were visually described in the field in general accordance with the current Unified Soils Classification System (USCS), ASTN1 D2488, visual-manual procedures, as illustrated on the attached, simplified`Subsurface Exploration Legend,' Plate No. 2, attached in this report. The visual textural description, color of the soil at natural moisture content, apparent moisture condition of the soils, and apparent relative density or consistency of the soils. etc., were recorded on the field logs. The `Relative Density' of granular soils is given as very loose, loose, medium dense, dense, or very dense HILLTOP GEOTECHNICAL, INC. 622-D07.1 April 30, 2007 Page 3 and is based on the number of blows to drive the sampler. The field log for each excavation contains factual information and interpretation of soil conditions 1 between samples. The `Subsurface Exploration Logs' presented in this report , represent our interpretation of the field log contents and results of laboratory observations and tests performed on samples obtained in the field from the ..., exploratory excavations. The exploratory boring excavations were backfilled with excavated earth materials and with reasonable effort to restore the areas to their initial condition before leaving the site. Where borings were located in existing paved areas, the borings were capped with asphaltic concrete, cold patch material. In an area as small and deep as a boring excavation, consolidation and subsidence of backfill soil may result in time, causing a depression of the excavation areas. The client is advised 7 to observe exploratory excavation areas periodically and, when needed, backfill N noted depressions. EXISTING PAVEMENT SECTION The asphalt concrete and aggregate base thickness at the boring locations are I' presented on the following table: Asphalt Aggregate ..i Boring No. Boring Location Thickness Base *i (in.) Thickness (in.) B-1 Tippecanoe Avenue, Sta. 11+10 6.0 0.0 B-2 Tippecanoe Avenue, Sta. 15+70 6.0 0.0 B-3 "I" Street, Sta. 11+55 6.0 0.0 B-4 Cable Creek Channel, Sta. 2+10 0.0 0.0 1 EARTH MATERIAL DESCRIPTION Presented as follows are brief descriptions of the earth materials encountered in the exploratory excavations. More detailed descriptions of the earth materials encountered are presented on the attached`Subsurface Exploration Log,'Plate Nos. 3 through 6. The earth material strata as shown on the logs represent the conditions at the actual exploratory excavation locations. Other variations may occur beyond and/or between the excavations. Lines of demarcation between the earth materials on the logs represented the approximate boundary between the 1 material types: however, the transition may be gradual. 1 , I HILLTOP GEOTECHNICAL, INC. _ I 622-D07.1 April 30. 2007 Page 4 ;; The site materials encountered during the field exploration were identified as man- made fill (af) overlying alluvium (Qal). The pavement sections encountered at the ,-.. locations of the borings in the pavement areas was approximately 6.0 inches of asphalt concrete with no aggregate base. The fill material encountered at the location of boring B-1 consisted of brown silty fine to coarse sand (SM). The fill was approximately 0.5 foot in thickness at the boring location. From the ground surface to the depth of approximately 7.0 feet, J a fill consisted of brown slightly silty fine to coarse sand with a trace gravel and a trace cobbles (SM) was encountered at the location of boring B-4. These fills are considered to be undocumented since no reports were made available for review. 3 Alluvium was encountered underlying the fill soils in borings B-1 and B-4 and underlying the asphalt concrete in borings B-2, and B-3. The alluvium consisted • of silty fine to coarse sand with a trace clay (SM), slightly clayey fine to medium sand (SP/SC), and silty fine to coarse sand with a trace gravel and a trace clay ,, 4 (SM). These strata were generally brown, dark brown or black-brown in color, moist, and loose to medium dense in relative density. '-I LABORATORY TESTING Laboratory tests were performed on selected bulk samples obtained from ! 3 exploratory excavations during the field study. Tests were performed in general accordance with generally accepted American Society for Testing and Materials (ASTM), State of California - Department of Transportation (CALTRANS), Uniform Building Code (UBC), or other suitable test methods or procedures. The remaining samples obtained during the field study will be discarded 30 days after the date of this report. This office should be notified immediately if retention of a samples will be needed beyond 30 days. A brief description of the tests performed is presented below: , Classification The field classification of soil materials encountered in the exploratory excavations i was verified in the laboratory in general accordance with the current Unified Soils Classification System, ASTM D2488, `Standard Practice for Determination and Identification of Soils (Visual-Manual Procedures).' The final classification is jshown on the attached `Subsurface Exploration Log,' Plate Nos. 3 through 6. Sieve Analysis The percent by weight finer than a No. 200 sieve (silt and clay content) was determined for selected samples of earth material in general accordance with j 1 HILLTOP GEOTECHNICAL, INC. 1 S 622-D07.1 April 30, 2007 Page 5 r„ I current ASTM D1140 procedures. The test is performed by taking a known weight of an oven dry sample of soil material, washing it over a No. 200 sieve, and oven ,1 drying the soil retained on the No. 200 sieve. The dry weight of soil material retained on the No. 200 sieve is measured and the resulting percentage retained is calculated based on the original total dry soil sample weight. The percent "` passing the No. 200 sieve is determined by subtracting the percent retained from 100. The test results are summarized in the following table: -f PERCENT PASSING #200 SIEVE TEST (ASTM D1140 Test Method) PERCENT SAMPLE SOIL DESCRIPTION PASSING#200 SIEVE Black-brown silty fine to coarse B 2, 1.0' 4.0' sand, trace gravel, trace clay(SM) 31 , 4 B-3, 1.0'-4.0' Brown silty fine to medium sand 37 (SM) Brown slightly silty fine to coarse B-4, 0.0'-4.0' sand, trace gravel, trace cobbles 5 .1 (SP-SM) Sand Equivalent Test . Sand equivalent tests were performed on samples of near-surface earth materials iii in general accordance with current California Test 217 procedures. The Sand Equivalent is an indicator of the relative proportion of fine materials in samples of soil or aggregate which pass a No. 4 sieve. The Sand Equivalent value is a unitless number and is the ratio of the height of sand to the height of flocculated fine material in a sedimentation cylinder. The ratio is multiplied by 100 to obtain j the Sand Equivalent Value. The test results are summarized in the following table: 1 I SAND EQUIVALENT (California Test 217 Procedure) i SAMPLE SAND EQUIVALENT i B-1,1.0'-4.0' 15 B-2.1.0'-4.0' 14 1 1 HILLTOP GEOTECHNICAL, INC. I 622-D07.1 April 30, 2007 Page 6 SAND EQUIVALENT (California Test 217 Procedure) SAMPLE SAND EQUIVALENT B-3.1.0'-4.0' 18 B-4, 0.0'-4.0' 71 TRENCH EXCAVATION RECOMMENDATIONS It is recommended that utility trench excavations be designed and constructed in er- accordance with current OSHA regulations. These regulations provide trench sloping and shoring design parameters for trenches up to 20 feet in vertical depth based on a description and field verification of the soil types encountered. Trenches over 20 feet in vertical depth should be designed by the Contractor's Engineer based on site specific geotechnical analyses. For planning purposes, we recommend that the following OSHA soil type designations and temporary slope inclinations be used: TEMPORARY EARTH OSHA SLOPE MATERIAL SOIL INCLINATION TYPE* (H:V)** Undocumented Fill C 1.5:1 Compacted Fill C 1.5:1 Alluvium C 1.5:1 * Type 'C': Cohesive soils with an unconfined compressive strength of 0.5 tsf or less: or Granular soils including sands, gravels, loamy, clayey or silty sands, etc. ** Steepest allowable slopes for excavations less than 20 feet in vertical height. Slopes for excavations greater than 20 feet in vertical height should be designed by a Registered Professional Engineer with experience in Geotechnical Consulting and Soil Mechanics. HILLTOP GEOTECHNICAL, INC. ii 622-D07.1 April 30, 2007 Page 7 Excavations of less than 5.0 feet in depth may also be subject to collapse due to water, vibrations, previously disturbed soils, or other factors and may require `; protection for workers such as temporary slopes, shoring, or a shielding protective i system. The excavations should be observed by a qualified, competent person (as defined in the current OSHA regulations) looking for signs of potential cave-ins on Lj a daily basis before start of work, as needed throughout the work shifts, and after every rainstorm or other hazard-increasing occurrence. Surcharge loads (i.e., spoil piles, earthmoving equipment, trucks, etc,) should not be allowed within a horizontal distance measured from the top of the excavation slope equivalent to 1.5 times the vertical depth of the excavation. Excavations ., should be initially observed by the project Geotechnical / Geologic Consultant and/or his representative to verify the recommendations presented or to make y additional recommendations to maintain stability and safety. Moisture variations, differences in the cohesive or cementation characteristics, or changes in the coarseness of the deposits may require slope flattening or, conversely, permit ,., / steepening upon review and appropriate testing by the project Geotechnical / Geologic Consultant and/or his representative. The excavations should be observed by a qualified, competent person (as defined in the current OSHA regulations) ::I looking for signs of potential problems on a daily basis before start of work, as 3 needed throughout the work shifts, and after every rainstorm or other hazard- increasing occurrence. Deep utility trenches may experience caving which will .� require special considerations to stabilize the walls and expedite trenching operations. Surface drainage should be controlled along the top of the construction slopes to preclude erosion of the slope face. If excavations are to be left open for long periods, the slopes should be sprayed with a protective compound and/or covered to minimize drying out, raveling, and/or erosion of the slopes. 1 TRENCH BACKFILL RECOMMENDATIONS .] Sand equivalent tests on samples of near-surface on-site soil material indicate that the near-surface on-site soil material had sand equivalents of 14 to 71. In general, the on-site earth materials present are considered satisfactory for reuse as trench backfill. However, the suitability of on-site material for pipe bedding materials should be determined by the Civil Engineer who is designing the pipe for the proposed sewer line. Trench backfill materials should be free of significant j amounts of organic materials and/or debris and should not contain rocks or clumps greater than 6.0 inches in maximum dimension. No significant amount of oversized rock materials are anticipated to be generated from the cuts performed in the local materials. I HILLTOP GEOTECHNICAL, INC. I ■ 622-D07.1 April 30, 2007 Page 8 1 Trench backfill material should be placed in a lift thickness appropriate for the type of backfill material and compaction equipment used. Backfill material should .I be brought to optimum moisture content to 3.0 percent above optimum moisture content and compacted to 90 percent or greater relative compaction by mechanical means. Jetting or flooding of the backfill material should not be considered a '"1 1 satisfactory method for compaction unless the contractor can demonstrate that proper compaction will be achieved. Maximum dry density and optimum moisture content for backfill material should be determined according to current ASTM .i D1557 procedures. CLOSURE This report has been prepared for use by the parties or project named or described above. It may or may not contain sufficient information for other parties or purposes. The findings expressed in this report are based on generally accepted geotechnical engineering practices and principles. No further warranties are - 11 implied or expressed beyond the direct representations of this report. This opportunity to be of service is appreciated. If you have an • stions regarding this matter, please contact this office at your convenie .,.'_)Fcs 1o,�a- ( oQRT,O Respectfully submitted, �Q' 9;.(22. HILLTOP GEOTECHNICAL, INC. oe No.C68601 n�; z J ,� � EP. zv� :t *, �Q�„vile Fi�S/p,, / r ;,rr�T^ 'CIV,`�O�`/. \co ooh �,);., s2 C _ '" Y ` '/ 25.: m Sundaram orth Srirajan, C68601 is r„.. ,, � ,c J�m 3 Senior Engineer P.3431'7 /� Project Engineer Date Signed .S - ".?'. ;',} Date Signed ti- I - 7 R CHN1C`./,,� SS/DLC/em OF A CFO' '' Attachments: `Exploratory Excavation Location Plan' Plate No. 1 `Subsurface Exploration Legend' Plate No. 2 j `Subsurface Exploration Log' Plate Nos. 3 through 6 J Distribution: (4) Addressee i i 1 HILLTOP GEOTECHNICAL, INC. z i; a Gs 1 1 1a s o a ci 1. e z r HL y e '' C m `D I � ee .. 1 00 1-. Ad Z ' I �'� ! / is a+ .. j + .1f--I,il - 1� .* 1 iv N -______ -N I i 41 C....0;5 o/ � N 1 • I 1 O. F 2 � I _ iir p. I I I Z o� 1 Y I O To I Ii R. y 1 ._ 1 I I 1 ' 3 1 ° I I o c0 , II ' 1• O -I L I m 3 C o d' " q Il• �t o O j 0 v e a _ i • C y W > r G O O i fi v ■ .1 .■-(11,•- a 00 m •• •• dW GQ3 '". .� z o CI) it ... R'i tom, USA I 1 SUBSURFACE EXPLORATION LEGEND -_1 UNIFIED SOIL CLASSIFICATION SYSTEM CONSISTENCY/RELATIVE Visual-Manual Procedure(ASTM D2488) DENSITY MAJOR DIVISIONS CiROLP 1\PICAf.NAMLS CRI I I.RIA S i MIli tl.S I tiVs shell Graded(rrasels and Gras el- Reference 'Foundation I ngmccnng.Peck.flansen Clean Sand Mixtures.little or no 1 Ines fhornhum.2nd f dition Gras els (irusels ,) Poorly Graded Grasel'and I iii°,,or more GP Grasel-Sand Mixtures,Little or no Standard Penetration fest of Course Fines Granular Soils Fraction Retained on GM Silts Gras els.Gras el-Sand-Silt Penetration Resistance. Relatise i Mixtures" N.iBlosss Foote Densits Coarse- No 4 Siese liraycls ((rained with Soils• Fines GC Clayes Grasel,Liras el-Sand-Clay Mixtures" 0-4 Very 1 wise More than SN Well Graded Sands and Gravely 4-10 Loose so ito Sands.Little or no Fines Retained Clean iu-30 Medium on No 200 Sands Sands Poorly Graded Sands and Gras ells Stele SP Sands.Little or no Fines 3n-5o Dense ;e More than 5(i Very Dense 50 of Sands SM Silt)Sands,Sand-Silt Mistures•• Coarse with Fraction Fines Passes No 4 SC Clayes Sands,Sand-Clay a Siese Mixtures" ML Inorganic Silts.Sandy Silts,Rock Standard Penetration lest Flour Cohesise Soils 4 Silts and Clays CL Inorganic L lays of Loss to Peneuation Consistency Lnconfined Medium Plasticity,Gravelly Resistance.N. Compressise Liquid Limits so°°or less Clays,Sandy Clays.Silty Clays. (Blows foot) Strength il Fine Lean Clays Tons Sy Grained to 1 Soils' OL Organic Silts and Organic silty Class of Low Plasticity 2 Very Soft 025 5U'°or MH Inorganic Silts.Micaceous or -4 Soft 0 25-U 5 more Diatomaceous silts.Plastic Silts Passes No 4-8 Medium Still 0 5-1 lr 200 Siese Silts and Clays CH Inorganic('lays of High Plasticity. Fat Class 8-I5 Stiff 10-2 0 Liquid Limits Greater than 15-30 Very 50 0-4 0 0 no°a OH Organic Clays of Medium to High Plasticity •30 Hard 4.0 j Highly Organic Soils PT Peat.Muck.or Other Highly Organic Soils * Based on material passing the 3-inch sieve. ** More than 12°$passing the No.200 sieve: 5%to 12%passing No.20(I siege requires use of duel symbols(i.e..SP-SM.. GP-GM.SP-SC.GP-GC.etc.):Border line classifications are designated as CI-I'C'I.GM;.SM.SP,SW.etc. U.S. Standard Sieve Size 12" 3" 3,4" #4 #I0 #40 #200 l nitied Soil(lassitication Boulders bubbles Grasel Sand Silt and l Designation Clay ,I Coarse I Fine Coarse I Medium I line Moisture Condition Material Quantity Other Symbols Dry Absence of moisture.dust}. Trace 5 00 C -Core Sample dry to the touch. Slightly 12°a S SPr Sample 1 Moist Damp but no visible moisture. Little 12 25°o B Bulk Sample Wet Visible free eater. usually Some 25 -50 0° CK-Chunk Sample 1 below the s+ater table. R- Ring Sample S N -Nuclear Gauge rest V- Water Table jt 4111111L PLATE NO. 2 HILLTOP GEOTECHntcAL 11 . .-.I si BORING NO. B-1 Project No.: 622-D07.1 or .. 0 I. N, ID CP 0. C .2 ).. Am. .4 ..-. a a' ea ij &" ..... Cr C.) c IX ir gil 0 cis t0 CP ..... = 0 0 I, Description to ...o cp 4, ‘4' —J Q. E .— x c u: rm._ 0 a,-- .3 g .c o .w c., cc co Ct? 0 ,.. ca up a w up c..) z -..-.: c..-; ,•'" c., Asphalt to 6.0 inches. 1 SM af Silty fine to coarse sand; Brown:Moist. /Or 6 SM Qal ALLUVIUM: 2 „Er 3 Silty fine to coarse sand, trace clay;Brown;Moist; Loose. 3 4 V SP/SC Slightly clayey fine sand; Black-brown;Moist; Loose. .,.;,;.. S 2 9-,.. . '1 4 ...I 6 7 8 S • 2 ,-, -,1 i/ 9 3 :11 10 .. i 11 12 .' .: 13 SM Silty-fine sand; Brown:Moist:Medium dense. , , S 4 14 4 , 1 10 15 Bottom of boring at 14.5 feet. No groundwater encountered. -,1 16 Boring backfilled with excavated material and capped with cold patch asphalt concrete. 17 18 19 . i ')0 . 1 —i 4L... Elevation SUBSURFACE EXPLORATION LOG ± 1068.0 By: MC .. 1 HILLTOP GoerrEcmnicAL Date: 412/2007 Plate No. 3 i - 1 BORING NO. B-2 Project No.: 622-D07.1 7.1 c r.. 4, ..... Description , ! -c 7 -4 1 '7 :3 4- w 'Z' t E 4) cgs 4? 4) 0 .—. s. .0 .., 0 .w •■ 6.1 Asphalt to 6.0 inches. -4 1 SM Qa1 ALLUVIUM: Y 4 6 Silty fine to coarse sand, trace gravel, trace clay, trace 2 le 8 organic materials:Black-brown: Moist;Medium dense. 12 A 3 ,V. :IR 4 a 2 5 • 4 .. - 6 6 7 SM Silty fine sand, micaceous;Brown:Moist:Loose. 8 9 A 3 10 3 4 11 Bottom of boring at 10.5 feet. ,4 No groundwater encountered. ... 12 Boring backfilled with excavated material and capped with cold patch asphalt concrete. 13 14 I 15 16 17 . , 1 18 19 . 1 20 SUBSURFACE EXPLORATION LOG , 1A... Elevation ± 1071.0 By: MC 1 HILLTOP GIECITZCHNICAL Date: 4/2/2007 Plate No. 4 ; I 1 79 ■,.d BORING NO. B-3 Project No.: 622-D07.1 jv Q .. CU E " c c a 3 a, ,, �, e o -0 Description o D. E eTA' — >.� e s o CI) ax CI: C.) GC ?j Asphalt to 6.0 inches. 1 SM Qal ALLUVIUM: l X 5 Silty fine to medium sand; Brown; _Moist;Loose. { 3 3 4 SP/SC Slightly clayey fine to medium sand, trace organic materials; 4 , Black to dark brown;Moist;Loose. $ 1 5 2 2 6 7 ' SM Silty fine to medium sand: Brown;Moist; Loose. 8 v $1 3 i, 9 3 10 11 SM Silty fine to medium sand, trace clay; Brown; Moist;Loose. 12 3 13 3 4 14 Bottom of boring at 13.5 feet. No groundwater encountered. 15 Boring backfilled with excavated material and capped with cold patch asphalt concrete. — i 16 17 1 18 19 .. J 20 41k. SUBSURFACE EXPLORATION LOG Elevation ± 1 148.0 By: MC 1 HILLTOP GEOTECHNICAL Date: 4/3/2007 Plate No. 5 ,,,.... BORING NO. B-4 Project No.: 622-D07.1 ..,. ,.. c 6 0 ›, . .0 .... >, 0 .., 7Z .. ,-4- ,.. ,,, ea - 0 c co tie 7 •mr, 4) 2 0 1T' 1:1 c c Description ct, E ..:., .`t .= c .c 0 4.) 5. Z cn 0.. CC X 1111 ;Mr 3 SP-SM af FILL(possibly existing sewer backfil): 1 ,,,e 7 Slightly silty fine to coarse sand. trace gravel, trace cobbles: ;.■ V.',; 7 Brown;Moist; Medium dense. 2 / 7s 3 7 • Z — 1 4 5 1 :6 7 .:,..4 8 SM Qal ALLUVIUM: Silty fine to coarse sand, trace gravel;Brown; Moist. 9 i , :, ':. 10 11 12 —I 13 14 .:...1 15 I'l 16 ..1 17 L - 1 18 1 19 i 20 Bottom of boring at 20.0 feet: No groundwater encountered; Boring backfillA with excavated material. '--1 SUBSURFACE EXPLORATION LOG AIL , Elevation ± 1577.5 By: MC ■ i HILLTOP GeOTECHNICAL Date: 1/3/2007 Plate No. 6 1 STANDARD DRAWINGS CITY .OF SAN BELZ1.1 AODINO STANDACZD ! i EX1 STt NG 'TO POCiCAPHY SYMSoLS --- csw-fre LINe O SEWC¢ MANHOLE -C.7 .-------- CITY L1 NIT 6 oGO' 4 WE' CLEANOUT A/W 1ZIGHT OF WAY LINE Q STOIEM DRAIM MANHOLE TELEPHONE MANHOLE Ott VAULT S $ eXItTtNCr SEW'EiZ QT OtL�J 1 LACY- PI EXISTING WATER LINE O Ea] 4AS MANHOLE OR VAULT 1S"CONE—0 EXISTING STORM DMAIW O Lw J WATEZ MANHOLE OZ VAULT 2"M Q+ EXISTING GA3 LINE EC ELECTRIC MANWOLG OE VAULT T - uND'GD. TEL•CONDUIT PP ELECTRIC 01 TELEPHOME POLE 12"i.D.CONE-IRE- E('sT. I¢¢Iz,4TIOU LINE, ® ILE CTIZIC, TowE1=, ? V E UIND'C,D. ELEcTIZIC COND• E---- DOWN GLIY S.L.. .. STR.ET LIGHTING J5 FIZE, HYDZANT ____---514r---- .1 TRAFFIC SIGNAL OW" WATEQ. METER. F. •• FIRE ALA¢M !XI WATER. VALVE 15"LD PCC- _ GutvERT [Ri 003 VALVE -12- -13- -u- -a-v DoARD FENCE. EI.ECTZ.OWER. (UPRIGHT) —x x x —x- 3AZDEO WIRE FENCE. 0-0 ELECTROLIL . (ON MAST AE 4) O -0 O 0 CHAt1J LINIS FENCE f i TRAFFIC SIGNAL O P -0 O WOVEN WIRE FENCE TIiAPFtC SIGNAL (ON MAST AEM) P.CC !LOCOS WALL o°� PULL. SOX — OR M III ZAILILOAO TRACKS ® TRArrIC $14314A1. CONTROLLEE I • •11 TEAFFIC SIGNAL DI[TEcTOQ WEDGE m-4 WALLS • WAIT SIGINAL. Ni...., '�.'.-+__-tt �..__.•---'- D1tZECt'ION FLOW DIRT 0 PATIONG MITES. CI • TEAN►FIC SIGN "-��' DIQSCTION PLOW PAN/. ♦ STRElEj NAME 914N ;! Ir - - -- - ' TOP OF SLOPE :i -� �"- '-' TOE OR I STOP SIC;N 0 , SLOPE rc Q.R.. CP.O4rSIN4 SIGN t Q - - - - - - GUAaO ¢AILING 57) Z.Z. CROSS Iw4 SIGNAL - - r C.0 SIDEWALIS (DASHED) * SPat►IISLER, HEM, ■ R C.G. DRIVEWAY DELTA , ANGLE POINT ' Z P.C.C .CURS 4 GuTTEIE 0 POINT OMTALIGENT •t► .o 0 SMaUb (t2 TREE (DECIDUOUS) ; d V.S.MAIL Box EQC-IZEEN(PInE,ETC) b SECTION► COVE¢ OC 0 9 14 cOILI.IER. 00 I>< ?CC SLA4 6UILD14C4 APPIZovoD STANDARD UI OYEEEO N. Nev. .a.-. 10 A (o Na• C' a/ CITY OF SAN DE¢NAQDI►JO -PUBLIC wCV-4'2, DEFT Q . ..I CITY ENGIINIEE SO Ala■ - - - � TLET oUTLEr TYPE "A" MANHOLE TYPE "13" MANHOLE_1411 so _ , 1111 • BT Mir val GY/TLET • TYPE AC" MANHOLE TYPE"DM MANHOLE I A rLEr TYPE "E" MANHOLE CITY OF SAN BERNARDINO PUBLIC WORKS DEFbRTMENT APPROVED DWG. NO. STANDARD MANHOLE kjel_1I983 FLOW CHANNELS ,_,•�;_, . ., 300 s ...._j________c_ tat � 111 d r ^ 1.11 LOC,4T/ON OF MANHOLE • tit Lf..... .,•. 1 l'' A I illiiW N 1 s,� .. a—a • I,...". .. , ' r.n. • . k /.mil Li.B BASE PLAN I ' * *. A . r _ �u � }- `" I Mr"T//ANE4J P454,E417• :_-: MrNEer<Y . . eve-.4s' i `zce �o rveesarE: r- a t.7y it STC�C( VNED:OC• I_ f44/ o.a = o.a.sr • • M.ivvdca GNb3 r4.' r1A� D IC4iTN ( '- • =; "' ,lrl1E77 PFIVY Td � -•• T use- /1<L?T G✓0/rVT v - s. • 1 0/brAX/A/D -11 . 4//ME.e' IECT/GW 4 A, ✓GYNT DETAIL MOTES: .srcec scow 0.9ve1Pst nsvesFore."covxrefls,mmnho/e3 shall Rtosoc r cnrifbPM fa the efrop//es6/e iryucensovfe of A9.T.fr `h4tigt-4T And:4).shW/bodes sd4orA4.Savo. N20 /oed/nt, 20concyrier eha//be o vnpoomt/y r/brsAd, , �lq�/� �E WATE�P STOP . C ntr,fuji//y ;Aran or moeho /ea//y taonPad Cone peas ne-and-.s. 4'wa//fax0 be edee,ded. e)/pr ,sv4diwsran "or*,me/rho/es frames f Covers ,'e be ern- sfnveteo/ 6"bekry off ea/ab-eet",odes by.her eonsra cibe.#wing el ntracfor yb adusr Fraess!renters 'b of'fic'e/grade after pevin8. .1)Manholes aha//Ode aaated insiofeein�,vdnJ manhole a stp trAmf ohanne/s f jrode rip),v % Hook? P#c'ess Q/ /t/o. htO P►-rnr- Ar, 4T6 /, '?I,'?. 4.)/4fj,/,bit, waltar s tope alas//be /444W/ea ovi tai P.VC.,A.6..9. or A.C.P pip.. . 1111111 ("5.)A14en a m/kk /3 mid/710 d a A°Ce ent ,.aefar gilgiraP. tro,v/ed,%moortMM ,4-/s! is to be iv/seed A/MA( clans/ Idad /rat -:5 co,«-. -,; •rt. I nik 1 `"'� A/ATER STOP Pme.antideV dime& o,o ewniedi ,-ter OPlatw,K_ CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED: STANDARD PRECAST REINFORCED CONC. X` iO3; .1983 Na STD. 48" I.D. MANHOLE o° ,S�"a`N.EER 301 .57V A7..4NA PE.P ea-/-.?TL3 ".�O/ -SerAmr,PP/AE .•. ..: • •, • .. a• • MrV. •• BEf✓E.Q ••• 46-4"Ai/A1 Are ENeAsewENl A 17ZET e• 'O. ' OF MAN/'/O1.L. /A∎6S r 4 w DROP MAN/ OL E "owe srB,E',[. N47re ATOP •1.1i MANHOLE WATER STOP 7//Z/ ,.• WATER STOP PLACEMENT ,7T4: .PVA7 JrVP.S.SYlI4 6E /.t/•sr,4Lid0 K//ry /KC.,.461.O.P //PAS. GYJTLET MI _ == =�`"`-• � 4'/4141.1 Pe'C. 1" E(/CA.4EME4/T .UDTE••' For .,ark, .nsnhe% Panre� V corers i de QonSlirria D,QOP / /4NHOL�E !o"bsb.v of39Ga/SfiL-rr yraa�m b 'Z 'N CHANN44. at,�ega�a, t'a�l,- pFs'/c a/.grade Rav7V• CITY OF SAN BERNARDINO PUBLIC WORKS DEPT APPROVED: DWG. NO. STANDARD - s- 0983 DROP MAN HOLE D` /C Y ENGINEER 302 , -- ,R,..,..,d J' dim/ N.• jr' i hf,s4wolt Coven I FRAME REQUIRED O/MENS/O,✓S CLEAR OVERALL HE16/17 A META 9T 1 Offeir BASE WEVA7 OOQQ��p ppO 22'/i� 33�t 6 460 0#6,10(38FPOVO� ,�A oO � 0o4 OODODO�v �4�DOoo 1 .r x_56" C �Q4aQ B�688 8§����D9�OO 10'268❑O OOpp O tOC [ DDO�O 0 D I Manhole, corer sha/ be de siq/ - ed f • AAS.H.O. /I-20/oadir R. Cast iron sha//hare Aioiouir tensile strength of 30,000/6s per sfuare bra. .POP VJ V e/ear Ope_milg • (1_, / 1 A4002/4..-/.,..0 sho// b= cen r c-/eci c- Mw►nho/es .sho// be constrc c/ad bbe/ow fin,bheS 9rodc wA�n sf• .c/ to groob when in pesvmd !true ' isn't picsved or- (r)surroced Qosenaent /..L.... r/ /g/N� + o .5 r or cersersar► • surRsze Rc..c. / / r •'. •r N Rc.c. it •AN'a . • • '•• ,s. '.�i.......t ` 4 • . ..�--grade Rigs .mss--�; _ ?Jf-T S ? 6T P,44y��..4, S7Lf g_e''r c3f."? �:��'S"J/ CITY Of SAN BERNARD/NO- PU L1c wo2KS DEPT. APPAVVED : 3TANDARD STAND4 QD DR,41/Y/// August ,z9 , /96 7 No. MA/Vh/OL E COVER 4N.0 /47.9'441E C/TY E/V /iYEER 304 aw..3 I WYE Peer.4.Met r/,v a Mere/tee eleer*Vedil4mirk!PL. WAVY: o .or A°.41,.. •• I3-Z13 Variable ._ Variable .... Existing or proposed Curb Line'2,,,4. Property 45 wafer main tine 1/e benrl Plug 0 -Jil am. a f--- - ___ i at(t MI 0,,`v 4 Sfd.Wye or Tee or std. — — Cut in Connection as approved . e A ' ` Place L"a 4' (Mtn) I P Lr A N Marker at end of es each lateral - 1ve Leifer "5"marks(' . (-Surface or Street ;� fees or Curb - W� - 0 c �1 ///1 /I/ `'' /�///' %///� 1 I • e I w.- '"� '' I , \/ '..1 t E xlit1nq or proposed water n+n�� �Sea s l:� 41 - MMNIF i 311E xp t'Eon mIIT — M(S stoop uPI)04 1� Stops up si 2•�G rVI "1.Male "ruble to clear rosin maw. 4.9',PcePercedt 3O ,t5'M+n. `e E LE VAT t0N NOTES : I Bawer laterals shall havo a minimum slope. or 2% except as thberwi s .spec;fically noted on the plans. Z Plugs shall be cemented in with cement mortar, or shalt be. nasprsne, stopper or appre- d egwl• 3 In no case shall • lateral connect +o the sewer main directly on top of*e pipe. 4 Where a standard "cut in Wye"or Tea is used, it shall be surrounded with 6" of Portland Cement C.ncrahet• 5 Laterals shall end at the property line unless otherwise noted on the plans. cp Where clearance is less than 1'.O"Standard Concrete Encasement shall be installed For a distance of 5%0"on tatter side cc the water main. . J REV 2-Lktev,4S trif rdo of No. 1i4PP^ ''71 1 ai'.[rs�a� j(V.I 4ded Note C 1 *Oi l& 44.01 CITY OF 4Aw $ Z NAR,D1NO .PUISLIC w0l2465 DEPT. APPROVED STANDARD S EWE. rZ LATEQAL ,a--/ ,� P4,, �0ZPiL 30.5 C Q L CUT CITY ENGII IEEiZ • gooks W i D ' I W III .w - e Et milt I 1 s � _III �cteKcr�t+�EAsuReME1►+TS AQ 1 SG. MA1.a AT Top B7P-T....1' 1WM' _-.7.4.01111 , V r-Wa lti l 11'1k 011► 1.11.0 #00.5D. MIN. HAND 5 HACPaCo F'1zOM LIN=1S1-LJrzt , I L. / V./ � D � �` w ft L_ ' 1 /1". i o ir �� 2 111 ill lUll S t a.idyl 1� ��4 _ Iul %.i\ a.- _--off• -- 1V . ,A, 7- M. Sgt ilo'C>t--E-;:co-g CP. 1` MI6+. BELOW SELL o 5 D. 1 M1N. �— I HAN a S V-4Ar=EZZ) F ao r-1 c-, cr...A.NJc %L...A1Z C3EZ c,l%JO, MATEZIAL.. jJOT E -f I " w ' B' P.Ailh.$tP4UP G" W111d1Ps UM �' 1 FCQ. fJ1 PE *�14�•11CTCZ� ZA• AborD CA MIE IL- N OT L #' 2 - wr+ERE T¢E1dc44 WI VT145 AZE G¢0.4TL■-E T1s-4,4 4MOw.4, Tv CITY E •GI1JCIQ. 16,4SY Ct Witte IwfIALa.ATIOW Or COMCS¢TC C.EAAE iWV0114I4. REV.I Rew.IS af•-do-4 N. r-7./M7 cr1y OF SAN BER A DING -ruDLIC WOQlys D=Pr. APPROvtD STANDARD 'rYP1CA L 3 ET,OIN € Jowls- 13 ,1907 No. TzE.WCH WIOTH Now . 1 .3010 c A,u I TA IZY SEWFJ 5 F STOQM DQAl� .S CITY ENGINEER, REVISION PROV D PATE ' Revised Vamda.d Na. .4." or G" Saddle CIoss 6 PccCl.21/t;3Yz m ) t" \ --‘0111, ' -- 1 - - , L .-- --Ticlialavkik_:...-.._ _ — —_ _I 4 w;re bItaECTIOP-4 aF Ft OW _� a Pt■Atki N) v1 EW 01W 4 or 6" Soddlo a ,.., ' (------ t fiii„,, %, . 3• .r 4 I. C.1=ma 5 Concrete. ' 'ice `1: 21/z WA.14;)0 Wire iS W.CT10N 1 '• Inspection must be obfoined For Scidd le. prior to pleaoir,9 M.C.C. c1nd cagoin beFore bock,fl I l Iin9 over Lateral . 2 - Whew house lo,}erols are to be jsir,ed ib esxietir 9 Sewers, 44-1G ear -ecl-ior shot bee rr,cade. by H r,y into 4,e pipe, This saddle. +0 be, mod! car }i,e particular si3e oF pipe on which it is placed,. The sockile must be .fitted snugly ngclingt the ext'e.rior wall oF the pipe an which it is P1c►ce:cd, -bound in Place with No.l2 (5.w.4) 9a%voni3ed iron wire. CITY OF SAN $IRNAfi,01M0• PUBLIC '° min. - wawa, ST NDARD 5 CWILIE, SAIMPL.E —.to . 411 307 CITY HMISIIL1L A Cut.nd R.csnnes4 - - _-( „A1.or.de« ;J.tree -Abandon t4outs C..wsat•on--C011"4441" - - Cenn•o}ien - - Sanitary / �s'year, C Gut and Reconnect Sewer .,26..... AL Max. Alr preh act per a*pl;colloid' nefss end CASE N°.5 CASE Als. I de+el is per Std. Drw9.Pte t32J-Y • offs Grose eta e' --- detail .�'�_ _ r evh.rt well �ee►�s♦�e� ,—�.1s� - _ - ~~ _ 4-i�alory b -!-- -- )� Cut and Reconnect li f tm � • anal I ' 'e.J i i Abandon Hovels Cswnedlen sba.d.n Mouse _ e..a Censeetien -' Ip"Irlin L Sanitary Sewer 45' —_ ' ma CA41 Ne.Z I ii.S. • � L wilt psi a surrsr3 - per - ��r1 Ca4C-Na G/ `� I^/,� Cut.nd Reconnect ��-lell / 1`Abandon douse ' ■ Connect;on IS"Min. 1 ---_,._ i /C ) 1 I 1.„_lo Sewer--..1 - � ■ :hi- 4" •• 4 CA4IC A11).3 chopper. I 4"Min.° crt end rl �� 4 - - Rsoene+es4 , - - s - �/_ i ill • ALein1orr ./ ' Herres C.swsctien i ,\ ,' I �"µ., untistwhack • *Sanitary forth Sewer Z+.-1 ` / /` _` Pe a aET,�I�• •�► r �_ toner eta Surp.r♦ wall is V,. ;'r CASG NO. 4 1Pcstect par orrheab►e notes and Jeivil • par SECTION C-C -Drw9.W..z l-v AlOTEs 1. All house connections snail be vitr i Feed cloy pipe,4 inches sr diameter •, exert qs otherwise required. t. The cn a;inurn slope for 4 inch house connections shall be l/+inch per coo+. 3. A.4 rnetr saddl dbalt h. used where nea•ssary canal shall sae cennectad 4-e the 1. pipe consiltutin the •xlstin9 Y or T 4othe,l,ext lower pipe length. Y's nnay be 1aid °Flat'upon a proveI DT- .Enginser. eoner.+. For chimneys shalt b. 1 :5: 5 mix concrete or-Witter . When Sanitary sewer house connections are fupporteel on concrete supports I then such house connections .1.011 be encased per detail for-concrete encasement shown on Starhd,erd Drawing We.2521-v and the concrs+a supports For the house connec4ior.s shall be I er 1Ftetted and widehed to Fully support suet encatsernent . T. Chirnn•ah shown eve p�etor ial only rand the actual chin?ney consfructa4 a+ any srsaiF�clocal{ion shall meet the approval of the j.Jri5dtctiora% aejenc9 involved. • IRIPI I frews.c/ Jfe.•d,.d 44. '-.... , .4y•-4 No. I Revisices Ap rao Dote -CITY Of fAN 11¢Rh1d►RDIN0•PUBLIC. vrowoy5 DEPT. - /�pp¢OVED 3UNGARD X EM0fl E .11�G OF i i — .1. - 19 Z NO' 5A► 1 T,AQ str wt 4 ,�, 30e N e,Ou coNmecTiolzios CITY EN41AIEEIE A (MIN,) TRENC// WALL NOTES. //, ; /. CONCRETE ENCASEMENT SHALL BE INSTAL L ED AS RE■ U/REO 0 ThiLr *$....:' ..•:• :'' SPIC/i/CAT/ONS Oii pktee.7x,p BIBTZ& ENS/VEER. .p .t . Et C A1CZETE 8N•4LL BE CLASS• B % .:/ /�i,�j :0.. Q B 4t0-C-2000 (Ai/AY i , %• N UND/STUR9E0 EARTH CONCRETE ENCASEMENT NO. / TRENCH WALL PIPE P/MENSIONS / A (MIK) I D. A e ,) \ 4" +" 4••• 6" +E. ♦• IS" `" `N T T y �� �� /0" +r 4." •.i .. . ■ //A, dp, •: , .. :/•:. d z.a . % •. •• . B T . (M/K) ;. ' / I ..t.....:. (M/A/.) "%••■...._ 1.7" 1 • AMA MI .l.1%41 0"ED UND/STURBED EARTH /AY DNA/.,TYRE? 1/1 D 10" 6" S Er AI!TA' (M/N.) CONCRETE ENCASEMENT' 7ENY.l� iWTE•'C Lode.� 1 REV.l. •✓lire/.A4.,�do•d /6. 1 C/TY Of SA N BERAldle.0INO• Puettc wotz65 DEP1'. AppROYED `ST�1/La4R0 STANDARD DRAWING 4'' 1 ,19 (67 Ns. CONCRETE ENCASE:VE/1T a l iA h 309 C/TY A-Ns/NAER XISTING AC PAVEMENT ©® _ TRENCH WIDTH ,� •:!:!:!:!:!:!:!. _*-�:!:!:!:. 95% 0 :.-1:1:.:.:•:.:1:.:!..:I:..... L+-4' OR LESS 4' OR LESS ••••••••••••••••••••• REMOVE/REPLACE EXISTING REMOVE/REPLACE • • • • AC STRUCTURE SECTION EXISTING AC IPER NOTES: STRUCTURE SECTION 1.0' MIN PER NOTES: Z - - 95% I ©000 ©© 10 12 •• •••�•••♦•••••♦•♦•••• ••'• ••••• .•••• • • .�••• •• • • • • • • • • •'• - - ■• • • • • • • • • I y1•• ';,T. r'- CURB AND GUTTER � '...- it '•.4:v<4 hI Z MAX TRENCH WIDTH OR EDGE OF PAVEMENT Div 5 00 O �. .- 0; . N , 4 ; ;;; .a';.:_ TRENCH EDGE ∎• Y• .w:�� .'. 6- MIN t: TYPICAL SECTION PAVEMENT REPLACEMENT LIMITS GENERAL RIGHT—OF—WAY TRENCH NOTES: oR AS DIRECTED BY THE ENGINEER Oi ASPHALT PATCH 4 INCHES MINIMUM OR 1' GREATER THAN EXISTING AC, WHICHEVER IS GREATER. ASPHALT PATCH MAY BE ELIMINATED OUTSIDE THE ROADWAY PRISM. COLD MILL OR GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.15' WITHIN THE TRENCH AREA AND TO AT LEAST 1.0' BEYOND THE EDGES OF THE TRENCH, OR REMOVE FULL DEPTH OF ASPHALT CONCRETE SECTION WITHIN THE SAME UMITS. FOR STREETS THAT HAVE BEEN RESURFACED WITHIN THE PAST THREE (3) YEARS PRIOR TO THIS TRENCH EXCAVATION (AS IDENTIFIED BY PUBUC WORKS RECORDS), GRINDING SHALL BE EXTENDED A MINIMUM 1' BEYOND THE TRENCH UMITS, OR A FULL TRAFFIC LANE WIDTH, WHICH EVER IS GREATER. EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-2500 CONCRETE OF EQUAL THICKNESS IN ACCORDANCE WITH GREENBOOK SECTION 201-1.1.2 AND INSTALLED IN ACCORDANCE WITH STANDARD PLAN 132-1 OF THE AMERICAN PUBUC WORKS ASSOCIATION STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION, LATEST EDITION. 0 ROAD BASE CRUSHED AGGREGATE BASE (GREENBOOK SECTION 200-2.2) 7 INCHES OR MATCH EXISTING SECTION, WHICHEVER IS GREATER, 95% DENSITY, PLACED IN MAXIMUM 4 INCH UFTS. EXISTING CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A THICKNESS EQUAL TO THAT OF THE CONCRETE REMOVED. 0 TRENCH BACKFILL: SELECT BACKFILL, 95% DENSITY, PLACED IN 8 INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY PRISM, SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY. O PIPE ZONE: SAND (SE 30), JETTED, PER SECTION 306-1.3 (GREENBOOK), OR PLACED MECHANICALLY TO 90% DENSITY. PIPE ZONE SHALL CONSIST OF A 2-SACK 300 PSI (t) CONTROLLED LOW STRENGTH MATERIAL AS SPECIFIED IN SECTION 201-6 OF THE GREENBOOK. LOCATIONS SHALL BE SHOWN ON THE PLANS. CLSM LIMITS - PIPE ZONE FROM PIPE STATION TO PIPE STATION X+XX.XX X+XX.XX OS MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT AND COMPACTION OF BACKFILL MATERIAL MAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 18". 7 MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36- MIN). 06 SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND PIPE BEDDING AREAS. 0 DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED. 10 ANY TRENCH CUTS WITHIN 4' FROM THE EDGE OF PAVEMENT, LANE UNE, CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH EXTENDED TO THE EDGE OF PAVEMENT, LANE UNE, CURB OR GUTTER. 0 NO FLOATER LESS THAN 3'-O' ALLOWED. ® PATCH MATERIAL SHALL BE UKE IN KIND. 1 UPDATED, REVISED&REDRAWN STD ePc 5/22/2007 j1'10. REVISION BY DATE APPROVED _ CITY OF SAN BERNARDINO APPROVED 8-2q oy STANDARD DEVELOPMENT SERVICES—PUBLIC WORKSIENGINEERING NO. TYPICAL DETAIL 310 RESTORATION PERMANENT SURFACING/TRENCHING OTT GINEER 1 OF 1 IR....,(A.A.,/Na r MM eft: 4Z# 1 CA.E _ - fHoR' f•°7-v al-mAL E cCAVAT1o1J5 * P e,8,14....,4 • Unit preemurs in p•e.r. P 15. Cape-f lelex,t or act-ive ear 14-.. pressure / lie to. unit wet ht car set In p o•F N + Depth ore.xcovase-ion it-. feCt N use Followtrs9 values .r Kw in des:gn.ec shoring Kw z 25 r.e. for cut setts except ecept wet- send, eatterest-ed II soli f'i or sort plastic efts, ISw : so p•c.F. for wet canal Kw . too pc C: Fier soturc.Fed Soil and for Sari pleCtie clay $ p S 3r - St-toRilass InoR SI.OPINdI !EXCAVATIONS p 116 P . .81SwH =Unit-pressure .n p F. K7 • coeFFic.e•t oroctove.ca.tti pressure. 11 w = Unit vve;=,t't• of se.;I t� le•c.F: i F l • •t7e1.}1., .r e,cavect ion in Feet - N • .lest ..v USe l=sllewl.+c�•Ve.l uG5 or IS'lar tr. 9 �ser.r.cj Is-ur vcsrits w.lt•7 slope-•e-Fsielet..F•eaaoe vatic..-. in I iM occorda••ce wilt-, Figure I, below - It = Ili P War =s5 ptteel: For=al sets except;,reel'bead- eaturoted soil,or sort ¶1c Clete•) • Sl1U vans KnJ : t o p.e•F' for v sett swr.� kly! : loo r+•c.F' Fer Sett u rat}ad roi 1 AC.nd fir Sect- p.laest•ie clay . 14 O. Ku, cecrenefts, uniformly From. rv,axl�••ur+. cztue Fur c siert-iaol eea..atler, Fortre 8 f•or a ra1ore wLtefe- rr. to OF ;ref's. Mors ;_ ealvc+ls9 ( See. C-ie.-e.rc,t No}e Ne. 36 ° IUD 1'1'er = 3ero FlesutLE I CASS M.— SI-IORINC; FOIL COMBINED vE$t1CAL AND :I-)*INGt ExcAV ,T$CNS —___,-- PI sit Pin .b tins, T : Unit- pre55ure irr e.s.F;(use Kul values per Figure l Case 31 .) 11 i * Pz = Ut-I pressure•tn r,.s.F: (ver};local rort•ien Varies un.l'Orrrrla Frorn el value. equal to .tl Ww' T Winer,6 = 9D° 4 e at ve.tue equal% }o •S IS•lU• (tom Z6 h Tcs-.8).•w.bksn s 3-5 Wl•,en'as lees hen$, P2 t .'w (btlu - retru# et {S s CoeFficlen a nek.lve• 040'12 Pre�Nre•• - I Lt- s Untt wtteq�I•. a So•, un p•c. F NT HT : aepti.. exc4avetfspow km et•. Pt h s De..pt!-, to verrrlcal portion e excavohen in Feld-• MI Use Feflowina values e4 kw in el sign of sl-?12•14,-,9 h i 1.51.0 • 251/af for all soils exeep wet be.nd1 sati-urart-sd soils �, car sort- plalStic cloy . 15•1aJ F.• so pa. For we} send. i tiS••yf I. too 7cF For eat-urc+test soil ar+d For soft- o=l — ric,st•ic clay. yENERAL MOTES seems Gianer.rl Meta 4- t. ho..•.T a=I A.t_S: . • AIIFrvatersets used for SI-•oring,ehesktn and Icsggsr,q to cor.+plytn wilt-.+1+e prevision*of krisitantlarollni mas}be new or used but Shall be free From de eat rend daFnoge that m•4ht in any way impair lstirprote.etive. Punetion.The.grade*Cr structural properties ooff such materials toed For she r>gc1,shall cerresoo.o d to tWell 5Pefi Pied _ so the wolf-ere,build. code or current stand•rei gretcting end drL.Sun9 rules er4F-A west coast tumberatans Assn- • ee applicable, For the stye-ewes used. 2.stieRINGt FOIL lexCAV."TIONS: • ig, epoler-tria For excavations shell consjs4 of mein sorties}al and vertical spacing wood shoring members to cessiceel- wiles the gteund shall be net less Sam t Inches thick and S fiches wide.rspc'eed every 6 Feet,e�.tu+d;rig Free. ttoP to belle., .F esaevtien•£VCCwation braces wall be.ripe less Ilion 4:nc1.es wide and 4.in41•.es Stiehl le, staring for excelvesFlens shall lee designed by a Civil or Structural Engineer Rtgisl-ered in the. State ae Colt f shorinsq fir excavc Lions shall be de.Signe-d to withstand not less than the leads rind',Bated for the case.lnv.i....d and in no cafe rwi+u.g jeiss totrength than 0 system complying to the State of Ced'tForniel,Departn,ent of ir,dust•r. t seele.t-iens Erection s.r.+4 ore ere. C. A11ev.a.to%e design 54reSSeS for lumber used• For shoring for cxacrvahons shall be the.curseut edition eFS3anied 'e', end dreamy rules of the,West Coast Lumbermetl5 Assn. except they rally be in tensed SS%MJewoble des; n s�trre seas for otss) members used in shoring eta-excavations shot be.per to latest-edition if me Unite duittang Codes exceepr rho} thew MIS Inc snareased by Ss% ft►1k used and el• The aent'rwat:er shell ebt•ein a, rroyal crow I.e Si-104 X)ivirlon o(Indusfr■n Safer; she.rtn9 Shoe then furnish datseils o(^seid raringq to the city For use to h•re inspect ion of WM pr.J S, Aa,Ieo is the entifipaFee4 angle Ott vvtied,117t,soul inve%Vad will%arch) stand wiH•raut sl•.erur,g,but t.ntto toss.*toll if Iregeseisr than r{'� (I.u.A slope of three quarters hori3ontal to one vertical.) 4. Nat-,-Stress grade lumber or sheeting and lagging ,,. bellied providing the Fol wine] thickness aril SPoang eeetutrt• ,rent's are observed: min.murn rough, fhieKmura. e}-ststcti,9 or Icggin9 eAirltrnut+s Spelei•g of shoring z inc.-hes - Feet s inches T rot} 4o,.evsr, the. minimur., rouel7 thicKnesses and Maximum spacings talpulat-ed gbovs for non• tress grade l�rrnber it l.s cad provided stress 4 to I.er or sr•eel s used ter ylrtetin or truisms Sat sheet-ma or tor o{a gvgt-ens :rail data<i�inn., ....m(jioa 1te�. rl arcs as rhea.sFrown For skit. For ex�avatiena9except t1.a!•K.e.ceeffleient of•1(Ggtrr ter.thS)nbo4 . Tlft taadenq err rum e.rn%, teen ore (w.nCr.. ...f�rho.costs d.owr7 a be niheetdNi..CrirW. it♦car• �1Fag Mkt pilot- CeltrernratDivisten.f•lndvstrial sot- ��d yn rd coca{ei shown 1,erta r�.ay of n.ed'. t�e rwi�.� u 70 t of cant ere reeeenrwenda/It-,o aegisterad eiv 1� --ca.—v.-1 wti ♦r•A+a sat(s fa.�f {F fl+e P•�.y_a dusMwi y W arl.rrr ttd+wl.et Satls ..... 1io sA wa •"••a se tls. N►ret.ettrL`yr sStteen..���gnash rags aae��errrrrr...ycu,.oh.n.CI. ,.ned•f itd 11 w Vatu rwuftty-,,,c u tan atl.re.•et!'car SVre�f•.c.rft I.a S tree ad l�Ma I Y.t aaatK+ M.e cae4..alera egelp—smi and ast1..e •F cast' t.n. • is A!J litgAt INS• PUBLIC wofzi. s DEPT. WAIT/LOVED STANDARD CRITE1ZI A FOR THE vESIGN /.)..- --t- r 1 1973 No. sae. OF .HOIZI NC FO2. EXCAVATION C-?' a_)4,..111. CITY ENGIMEEQ 2006 STANDARD PLAN ES-5A ! iE, 1., Y � - L 1 A i a• I T it I� ``f- I I . r iii A Li ,�W = f: -1 COO 0 61 4C151 o rr "4� L•�•I V P X l ,i� �.k III - o 4011,•\\1 J a z �Q�.y� .��.�. z O ...Lit r ( I _, u., -, L O mil N I z P•< I I I 2 z ighge o S 4 ZO t 111111 Q ^ n _ _ Q e d J • W MF 3 « W �•J i / t n > _j 2.o oo oY F .- Z F ' -- (- x z ,•_= i zz.sr.z.7.0 vi ,,Ci I IlLi >-- d- mio Y o LL <O OWOWG ' • aQY a$YYY BS a. 1 sl I Y p < . .. E N$ o • F ♦...�t� O N W . d a w le Q i._- .1IVri 4.4.1. %°„ i. ?J N - , itIrcTIE I I'D ei I 1 o s o v W. . o I 1 ' o a g aY a t •I • c xa 7. 3 Y : • L = Y g° Y 8 Q •.- IV- , 8 P-: a r 5 s ga E . � o o k o E g Y I !J P a ' P F a € ! d °e Y € Y � a w • - ` ham. az 2' i "�g4 "T4 w e° a & r 1 ga r. a1 ass $e i 1 ti & • g � _ . 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U)` DOJO ,;; a _g . . ` « a , 464 PROJECT LOCATION SURVEY DOCUMENTS c 0 gio c oP oe 0 g. o O < v < 4c �yy� -9 "P < / , w a � 12 � � f do 1 G N v', 'Yi g I c.- 0 - . i . 4 O� di''- �0 �4 y‘ .�9�1- '' -? N �., •i, I 4b'P Ft N -- i\ It. i 0 b 130 Oi US m cp Iii.. LECENO •■••• SEWER SEGMENT STUDIED o --+ EXISTING SEWER t F_ N • SEWER MANHOLE f ••■ PROPOSED SEWER I m JC FIGURE 5-2 PROPOSED INDUSTRIAL PARKWAY UPGRADE gamic 0 S VICINITY MRP CITY OF SAN BERNARDINO ' • POINT/' .-NAME: H/-27 PROJECT:NAYo B8 j ./. o?� M I-2 7 k 741 i +�-10 0.7 00 I BY: CG x /L4 S// KE�O�v L OR X DATE: 2 -Z -047 3 Y REVISED: Q.r- a.s - - CAJ.•a 3 vp i , r' in 0 v 2 j . . , . , AREA DETAIL 1:015. 1 7 _ _ It rc i!/-2 7 "t t \vg, li‘Dt.,/A[— 592 \ . KENDALL DRIVE I NOTE: POINT IDENTIFICATION AND GO TO DESCRIPTION ON BACK OF THIS PAVE. VICINITY MRP CITY OE SAN BERNARDINO • • POINT/: NAME: .H/-2!0 -leo )• VlCwmr: •VEA60./7744)7. • BY: !OX / Lcj . DATE 2 - Z2-Do , REVISED: I-2/ 5 El . . E .11 ......Y I C.A,Tp N a1 v0 ■ • I • K• ZG •AREA DETAIL 1 1,1) Ill el do G BRIDE ND. 54-413 m,5, 1 . \ CAlO N BLVD II . J NOTE POINT IDENTIFICATION AND GO TO DESCRIPTION ON BACK OF THIS PANE. IBASELINE ST a�■ I I - , \ OLIVE ST I v) 60 r �o X0 I N U o JQC.S�P a C4- E N N F W m CO I ih 1A CO O m Z I, I 9TH ST NINII N r _,a r I m r im 7 co SEWER SEGMENT STUDIED Oc EXISTING SEWER '. 1`l N • SEWER MANHOLE , iu g - PROPOSED SEWER ` S E • FIGURE 5-3 PROPOSED T1PPECANOE UPGRADE 0 7S! 1165 DESCRIPTION OF BENCH MARK STATE Calif. COUNTY San Bdno. CITY OF SAN BERNARDINO DESIGNATION C2-7 USC & GS DESIGNATION Q-523 ADJUSTED ELEVATION METERS 325_9783 SAN BERNARDINO CO. DESIGNATION DATE 11/74 FEET 1069.480 CHARACTER OF MARK Brass Disk STAMPED 0-523 155.6__ ESTABLISHED BY USC & GS PARTY CHIEF P. Gatvez NEAREST INTERSECTION Tippecanoe & 9th Street DETAILED DESCRIPTION In the median strip 80' East along 9th St. from Tippecanoe 0 a 10' Square underground pumproom, in the top of, and near the center of the West edge of the concrete roof; 49.8' East of the West end of the median strip. about 0.5' higher than the street. #166 DESCRIPTION OF BENCH MARK STATE CCITY CITY OF SAN BERNARDINO DESIGNATION USC b GS DESIGNATION ADJUSTED ELEVATION METERS SAN BERNARDINO CO. DESIGNATION DATE FEET CHARACTER OF MARK STAMPED ESTABLISHED BY PARTY CHIEF NEAREST INTERSECTION DETAILED DESCRIPTION 1- __ • TI PP E CANOE AvENUE TIES 5ET co R C - EC'FE D BY T.DAV ►s r.10-- T►E Ot.VTA1JoSS MEASURED BY E+�•�'� CITY OF SAN BER;NARDINO GPS CONTROL NETWORK DATA DESI^uNATION: C.S.B.H.C. #0012 LOCATION: TIPPECA+OE AVE. &. BASELINE TYPE OF MCPr'N!'NT: 1" I.P. t. S.3. CO. F"''V. TP.G D ,SCRIPTION: AT Ti?t' INTERSECTION OF TIPPECA"',E Al!. ?c DASELI::E ST., FLASH, PER C.S.i.3. 4017/15'5. CALIFORNIA STATE PIXIE CCCFDINAT7 Z"..:':E 5 NAD 83 DATA 1.ATITCDr:3L-07-1E.7L%39 LONGITUD:: 117-15-39.42929 NORTHIN 1: 1867353.973 TASTING: 67853L .296 CCNVERGENC7: 0-25-16.556 SCALE FACTOR: 0.999982098 FD. N Cs. S, VERTICgL cor.rrRoL. SET ,rEAC T TgCK -►J T•G N\412.4, 2 5 D'A, ?Rlasg C' 15 K,4T °J,'l FT, W'LY JP E. END T H E N E G 7 R ,-t F" r fs. .► TO t143,9 E . F':-+: STORh-■ DRe,`N A5EV1NLi. _-'itt:E T, 323- R._ 1.7 (e3.7-5,—, / sue\� ° 5N -- c r_ 11V E ST?zEST Fes , 1 'I,P, � S ,S, CO. �L4 V, F't.a 51-► ?_zt ciTY TIES v-/-\T t= 0 i _ - z 'PE fz T ic'S 1 N e-74.3".J(v jam( r,s, - ?'7O !G 40111158' v2 w � Z FE, 3'016,-4 5.c. `,3, 1?ENGN MARK Q 9_4E7 LEA� r TACK 7►J 4 c►.1-r ' F CARE GRASS D�5 K AT coRNEfZ OF Go NC, T'�• SLAB Fog. TRAFFIC NAL. RETURN . CoN TRo Box 5 • • •-.+PED =A-s c ;G,S 13•M, 5 -s a 1 3:+ o PER COC.I NTY 4 RVEYoR. FIELD Boot. 4017/1585. kitSE W m Oo n 43 . • ,` 4 b ♦ ; il 'txh y �sc k ' " ` v) � v h IS M. k h v ,! C tk ma r S to iv% or. 4 k 1/48 f 11 k- v li 4c 4 4 I. . , 4 ' . I • 1 4 t 1 ril. Ni i ......._____ v 4 la ARTON STR EET TI ES G 4 crcEt 5 T. 1 % _Z-1-90 BY S. vAv IS 1 W N W I\ CiL SET LEAP 4 H TACK Co N T.C, \1i * ' /IQ CU Rib REr SET LEAT) .TACK- I`� 8 FT, E. 12, 2 o■.► T.G. ,3.OFT �'H E E.G. R. .^F T)-+ B.G.R, r Q i\O "� S4 BASE. LINE STR-EET ro / , /� ME AS. ''N,=D. , =.P. t 5 e,co.srtt4. PT. I "I.P 5. 8 Co TAG FLuS 4 PER crrY j uRv, TAG, FLU5 T■ s OATEO2.--n-)93 5Scs, 1- liJ W 19 �r e',.....,- L v r \ ', ry 142.3e. NE / _ A e r eAV 4 r TACK o N T,C, J, I 4 1J 1 ill II i .. . 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INDAK By: L0514, 510, DRVWI� Date : SEPT /3J 21;14/ 34°08',09 " P72/8 '40 " GO TO DESCRIPTION: � lTY N/9LL �' 31:2 T FROrv1 SRN SERNRRDItia G s D R TH 0 N "D STREET 2. /5 /Y1/L E S Ti M/L Nbi9N D /We. D . 50 m ILES WEST ON H/GHLAN/) FIVE TD "A/ w STREeT • • SZZ. • /9 517 RESET 19107 • I Return to City Engineers Office—300 N."D"Suit,San Bernardino,CA 92418 159 O4 DOCUMENT NO. --- -- §OF�NER?jCRP COUNTY OF SAN BERNAROINO, CALIFORNIA NOTE '. PCN"" TRA"`TL"NE MU5CUP1ABE DRIVE I-4.0 i.011 OVER TI6 DISTANCE ;its. g¢ecBY S. DA`rs ',SLY END OFD/W To SMOPrING, — CcNTgC . r _ T.C,(5,cd.Te, es THE I" Cues gCTutN , . LY c � e-9 �\ < W �� / Zt5— - T Z�•- LL rS-PO. MAN Not_E pj�6E 4C IT`.TICs Yw \AT ED a- I8= 7-1. 5 err X•1-,L rJAi_< f' -I„ ow I'�� 0, c . , i 6� Ill .cv i LL g Q SaT LE/1D FTAC C IN �WNEEI C■:A■C k#'?-' Ll. DE!'RCC: :or. U N C c- 4. 2.7 405 4,.. E 40;441,14' 0 * L& 5274 v� 41)1i/fit !f. 2-3/-195 �*- f0 cN SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICrQ„1E 15 1994 THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED ����JJ UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 g/�� 19 9¢ LAND SURVEYORS ACT ON S✓'—Y /z AN MINED A D I ED PS 5JRYEY PPRTY LN/EF FOr? THE BY I411RVEYOR 1994 LITY L'f SAN BFRN/!RDSNC' . LP' TITLE JFPU ��� SIGNED �� c Q , _\ L.S. N0. S a 74 !:: ; , ,.2 I:3' COUNTY SURVEYOR S STATEMENT i�}1 / f SHEET 2 OF 2 ' ` 15 a L •: CORNER RECORD DOCUMENT NO. 9 4 0 515 COUNTY OF SAN BERNARDINO, CALIFORNIA `t aQ,vnoTES r. A^'s/T LANE N'OT5 OL_:s a/E c Ti.9 DifraNCB. CAC/✓E 4 r 1 I ' .1\ 1-#:7 LEAD E rAcA• .-.r C. I a.OA- No.of rNQBC.R.. ��11 14J .IyliAOi TAt.co.., S��LEaor��,c� I TGOr-ecB.C.R c.,v -C /N Case' NI Rretivi 7.o `- `r ,.../rt:J_______ f'cY.or rms. B.cR. v :.\iP ,• \ \ sly j ...57.e i EE 7 CIS P-C A .✓Ar-3t, .I1 3Jsr. 3Ecow I■LL .Q.— :sr ="/S.r 3y Nrs es"=r.G�✓ dECew raft BA ftVMr Sro..me. AS 1,/ I cot.tOwJ:, Sts X-±4,..r� P-r � PEA'(�rrr a . NA/S fG..,B 51 �v/ `rene f{.� wAS.viR,«ass, � P.,....1.47611%-3 �/ N ,4,q. 3 L. SFr IAA 4'/ow _ rti1� 1 ON T.C. /=R It `Q\ . of TN.�B.c.R• .Ssf1CAO f'iA� „,e V T.C.,/5 or.EsroIr rrrs B.C.A .Sir Z 4rAOI TAt.r ..NTH. - ' .4' r/Ii a.c..z r (* dr.S. 5274 `0,a /2-3/-95 EYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED JUL 2 2 19 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACTON ail z_.y 20 A IN6D al ypED 8/a 19 _Li_ AS SU,PVEY PARTY cN/EA- FoR THE 19 9 4 c TY of s',qN 8ERN4R0/NO,CA. BY �v. 1 ^,y t 11 u V U r +` ^s..-rp '” 0 R SIGNED •1,-_,.... - - TITLE , rte; `%;,;'.•L.S -. __.�. . No _52 74 ` , ,,. IS s I COUNTY SURVEYOR'S STATEMENT 14-.. - / SHEET 2 OF 2 ..--,0,•: C%`� Q(� r;, . 1 DOC ?dVO. v c . CORNER RECORD 9 `t A (0 5 1 4 COUNTY OF SAN BERNARDINO, CALIFORNIA `I 1..,.^i TA' Z• DL At 0 re t r An5i r _ T L./NE HOLDS Ov4? T/E OfsrrNer. I - ¢F. _ 34.6Y v��, S 1 T is =a. - .r 1 Fe 2'8.4.'As s Ci- STA�+ifd CAciroiWA Oiit.e h1a,s . T -v W M. G/ST- I ST /!9a /9N. of ;Aar E.c.R. Skr P1/4/Alem MARK.IN cOA/r6,Q .OR A 7/I ne/Nt. ET L6A0:,ACK Or.' '51:-Ir>a 570..rac. 09fs v= _ .7% ,-..5 C:.,iEc,wo It � _T '—t'_CT n `O ?%4 9.4/55 C.SK I.Of?.DEEP .� --pQ���_ — I;E_- N•Tw A.- 1...• Ca.E �,rY Et CO0 /1.17/,AO;" CC 0.�. Ari=£-Z7-e4,.,TA*.iEO ASfo N /� Li) �i4 SFrLEiply TAC,r h- 0141 il 1 re-0c,,ra of �,i 7 144 CCi R.IQir44N Vs _‘C t��3 si%r `ll� Nc CP * JrZ74 9j, /2-3/=9s Q`P eOf CALO° SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED JUL 2 2 1994 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACTON JULY 20 AN •MINED : FLED 06 19 94 AS SURVEY PARTY CN//EF FOR THE rd / 19 94 C/TY of SAN BER 4RDi4/o BY �lr�/. I✓ SIGNED � TITLE _ i - • I I I A;,►.'V t:11t1/. .I . No. S2 75t ^.. ' L.S. 1,, 1 COUNTY SURVEYORS STATEMENT --- , ,., SHEET 2 OF 2 165 021 DOCUMENT NO. GARNER RFf'f1Rr► 9 5 0 2 0 5 COUNTY OF SAN BERNARDINO, CALIFORNIA /VOTE :43-ED Tom p TRA«s " Not D5 STERLING AVE 779$ CNEC K foes, r 1-23=95 3YJDAV/S SET LEADfT K FD. NAIL ON T C. iN cand Oil/ T.C, /N Curt 22.2 iT. S LY of THE E.C.R.PER RsrwRA/, dr.O,T.E'LY 4.1 c,ry nag Ar �d3o2/-77 qi Oft" THE E.C.R. 1 A it H/6HL AND Fo. /-x. .s TAO, o.3 ar7 VEFf A7rs- c/7Y r/$.. DATED /-2/-77 4CC6PTE0 /N IVi ll 6-9� `T/ES. ow:�s 5"Us�e30 iii- �9 NJ 1 FD. MA/L i „'� is.co. saRv.R.R" •SET LEAD 7-AC�it . Tits one T.C. /A/THE cCR9 RC►r oN T.G./Al CORE l /3.BPr. W'AY OF THE E.C. 1.,No ' reiR# /0.7 FT, IN REF ERENCE.NOTE:SA'O NA 14 N'LY OF Tf✓EECR. In TAG s-E7 01/ER A GN/sEL "+', vAhG ii4 4091yeie frs I �',0- co _ o * L1 5274 *1 VI ExP/Ras 1> /2-3/-'9 (? tob SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFIC TE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED �Lb 2 ts 199 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 .3 Z� 19 LAND SURVEYORS ACT ON 'ESA i.4AY 2.3 AND E ED AN' 1 ' . As 1v.tv9Y to 1 Y cN/Er so* 7-Ns `�L. �� 19 qs c/,-,• OF IAN IEANAAPPiove,cA. BY , RVEYOR C.. . .9. TITLE 1"1""�f..` SIGNED o bg �\��, a c 0 • �;o . L.S. 5274 c o� _ f. `A COUNTY SURVEYOR'S STATEMENT iii Fx2IR""... ., 4e-Ahe 1. ir _�UMAL © STAB 6...., - Li,- 7 LU Sc4LE: / '=200 ' <I DOW FOCA MO..N.OTH.046 325I42'i. -Avo0.00 1 .. 55ErNoTHIN6b. , 'r c i / / -2.5.42:04".ecfoo) . on.... 4"/ i Lx 224,28. -..._ N F.D.2 Yi' B.c.3 co 7`,I6 i'.4,17:,. c, IDGEP,PeR C S f.-.8. .,4,FT.DEEP IN 3 h Vr v► 40 o lo.t q.Ser P-K.... ......... A► wE>_L.,W�X-.TLES o� \ NAIL ".5.B.G. ry"WAss WA//.-f PER G.S.P.E. P. -- -/ PC.us . J CZ 4450/i 002. p4, \ - - 71 EET . (NB9°4(437'E+I6.9°� ... .... }-. Fp.2/z. B.C.3 1.OFT DEEP, N IN A vs(ELL,Q.2FT. BELAw 41 ' ToPoF ',Ave--ME.r r, PER C.5. 1101-15. 5E DE HAI LS AND. P-KNAIt '/ - tt.5.B.C.rT`( w11ASHER,FLL. H. - NO TES: - - • 06No re.S MONUMENT Focriv.D As NOTED C,S.f.B. DEMOTES CaunirySci,Q✓EYoRS //6 D &, ,K. S.B.C. F. 8. DE No TES SAM 8eg,vARO,NQ Ciry F'E&O BoO K- ... " ( ) D E N o T E S DA"TA. PER. .C.S. 7 707-/5. _. • ..... PI DI of 1 a a 09 06 6 •` S. 8.C• F B. 2 SS- !v 4T PUNJAG o ST.QEE Ti ss sE r 3-/3--'00 Br SET LEA D TA C/c am/ SE r Z SA.D.. 1 rACK0,v zr. T,c.10 W �Y END GF E [.Y ENO.oF O,e/ve* /AY, OR/VEwAY. OP VEWAY DR1.vEwAY ro2.5$10 . . ?025820 . " A P /g L O STR E E >E.9.r 4 / 6. 99 cJ be ,� >9 /1)°\ I\O • 54-7 P k/s/A z_ rF ,'S S C/T a" - — WASHER. aN. .TOP of /,A 4 - 4. 0 D/xE. • sE r 69,017,:n./< roP .. . O,CSLy.WALL. .0F AC..C, . sWALE .3/Fr..E.BYO .. A-REE w,oY_-FEdce, - - _ . NOTES •. KENO TES FoyNO 5T4 rE f I/GHWAY SrANOARD RA.SS, DISK pv A WELL, O, 2F-T. 8E40W THE PgNE/yENT:. SET P kw,q/L 5 8.Cer.y- wA.sW .. X-_77/S !Ale.. .k-4-.EprFi)_;P._E12C:-,SS,.Z7D-7-/5.--------=----- - �� ewen.T.ES_TIZANS/TL.LN.E Hcp D.S 4:".t _r/E p4—Tr??� 5.. �._ .. --- S.8.C.F, 8. DENOTESS4N.BERNARp/No C/TY F/EL0..Book, Pigs 2 of 2 ENGN-4.01 (9.941 SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside &San Bernardino County Surveyors Office) PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying (refer to Sub-section 6-1.10 "SURVEYING SERVICE" of these Special Provisions). All new and replaced survey ties shall be by transit method. The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007: NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested (that) the search(sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument,then digging below the surface to uncover the monument within 2" of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in(I)tem(2.), above. Prior to the start of any construction work,the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments(section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing. NOTE: Parentheses above indicate changes to original text. CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this //"'`day of CC yuJT� 2008, between the City of San Bernardino(hereinafter"City"),and j( 4l4 ea'p f?- (hereinafter "Contractor"). 1. For and in consideration of the payments and agreements hereinafter mentioned,to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged,the CONTRACTOR agrees with the CITY, at the CONTRACTOR'S own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY(SW 05-05) TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9111 STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06) "I" STREET - 17TH STREET TO 21ST STREET(SW 04-36) STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET(SS 06-56) in strict conformity with Plans and Special Provisions No. 11923A , and also in accordance with Standard Specifications for Public Works/Construction, 2008 Edition, on file in the Office of the City Engineer, Public Works Division, Department of Development Services City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions,and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself,his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them,that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race,color,national origin,religion,sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy,as recipient deems appropriate. AGREEMENT: SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY, CAJON BOULEVARD TO LEXINGTON WAY ( SW 05-05 ), TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET ( SW 05-06 ), "I" STREET, 17TH STREET TO 21ST STREET ( SW 04-36) BY OPEN CUT AND PIPE BURSTING METHODS,AND PAVEMENT REHABILITATION ON TIPPECANOE AVENUE,WARM CREEK CHANNEL TO 9TH STREET(SW 05-06),"I"STREET, 17TH STREET TO 21ST STREET(SW 04-36),STERLING AVENUE,HIGHLAND AVENUE TO PUMALO STREET(SS 06-56) 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors,administrators,and assigns,do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these presents have executed this contract in four (4) counterparts, each of which shall be deemed an original in the year and day first above mentioned. CONTRACTOR CITY OF SAN BERNARDINO Name of Firm: i 'j' P 4 ILSON, City Manager / City of San Bernardino B : / � E: frliberte-fr—. A TTEST: MAILING ADDRESS: /iig0 I 7--- 6.,"Ai 4efet-t4e. (26,4.. RACHEL G. CLARK '?"�r ��'� o� •City Cler y PHONE NO.:t )/5 ) '12- • 15 Ou APPROVED AS TO FORM: ATTEST: i ' '1 ES F. PENMAN, City Attorney -.. ,-----4 :1 Secretary NOTE: Secretary of the Owner should attest. If Contractor is a corporation,Secretary should attest. • • A,, $8, 505.00 PREMIUM IS FOR CONTRACT TERM EXECUTED IN AND IS SUBJECT TO ADJUSTMENT BASED ON EXICUIEDTE FINAL CONTRACT PRICE Performance Bond • BOND NO. _ CAC70305 KNOW ALL MEN BY THESE PRESENTS: that Nikola Corporation (Here insert lull name and address or legal title of Contractor) as Principal, hereinafter called Contractor,and. Merchants Bonding Company (Mutual) • as Surety, hereinafter called Surety, are held and firmly bound unto City of San Bernardino (Here insert lull name and address or legal title of Owner) as Obligee. hereinafter called Owner. in the amount of 'IX HUNDRED FORTY NINE THOUSAND NINE HUNDRED NINETY NINE AND NO[100************* Dollars ($ 649,999.00***) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS,. Nikola Corporation Contractor has by written agreement dated'Auqust 2008 rr�� red into a contract with Owner for Sewer Improvements in Industrial Parkway(SWU5LO5�;Tippecanoe Ave.-Warm Creek 1 . • f - SW05-06 •"I"St. SW04-36) b O.en Cut- and sPi•eI Bursting U4eth Methods and Pavement Re au itation on Tippecanoe 'ye. Sterling Ave (SS06-56) in accordance with Drawings and Specifications prepared by (Here insert lull name and address or legal title of Architect) which contract is be reference made a part hereof, and is hereinafter referred to as the Contract. • Performance Bond NOW. THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract,then this obligation shall be null and void; otherwise it shall remain in full force and effect. Whenever Contractor shall be,and declared by Owner to term "balance of the contract price," as used in this be in default under the Contract, the Owner having paragraph, shall mean the total amount payable by performed Owner's obligations thereunder,the Surety may Owner to Contractor under the Contract and any promptly remedy the default, or shall promptly amendment thereto, less the amount properly paid by Owner to Contractor. 1) Complete the Contract in accordance with its terms and conditions,or 3) This bond is executed in compliance with any State or Local statute or ordinance,provided such State or Local 2) Obtain a bid or bids for completing the Contract in statute or ordinance and any revision thereof is in force accordance with its terms and conditions, and upon on the date or prior to execution date of this bond. determination by Surety of the lowest responsible bidder,arrange fora contract between such bidder and Any suit under this bond must be instituted before the Owner, and make available as Work progresses (even expiration of one (1) year from the date on which final though there should be a default or a succession of payment under the Contract falls due. defaults under the contract or contracts of completion arranged under this paragraph)sufficient funds to pay No right of action shall accrue on this bond to or for the the cost of completion less the balance of the contract use of any person or corporation other than the Owner price; but not exceeding, including other costs and named herein or the heirs, executors, administrators or damages for which the Surety may be liable hereunder, successors of the Owner. the amount set forth in the first paragraph hereof.The Performance Bond Any single or aggregate modification(s)orchange shall not exceed ten(10)percent of the original contract price without first obtaining the Surety's written approval.The Surely's total liability on this bond shall not exceed the penal amount of such bond unless changed by rider duly signed by an attorney-in-tact of the surety. Signed and sealed this 22nd day of August r 2008 Nikola Corporation Prin ipal) (Seal) • : John' "ran (Title) President Merchants Bonding Company (Mutual) (Surety) (Seal) By: Les Michael Mantle Attorney-in-Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange s �i On O "2 2"U© before me, Mary Nhrtignoni – Notary Public Date Here Insert Name and Title of the Officer personally appeared Les Michael Mantle Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized I�IIM capacity(ies), and that by his/her/their signature(s) on the MARY MARTt instrument the person(s), or the entity upon behalf of fd t° GN51 which the person(s) acted, executed the instrument. 3' COMM.# 1761251 4;p,,� r�NOTARY PUBLIC-CALIFOI y •x74.1. oRANeECOUNTY I certify under PENALTY OF PERJURY under the laws My Comm.Expires SePt,9,2011 of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signat r• Place Notary Seal Above Signatur ary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Les Michael Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General RIGHT THUMBPRINT III Partner—❑ Limited El General RIGHT THUMBPRINT OF SIGNER ❑Attorney in Fact OF SIGNER Attorney in Fact Top of thumb here Top of thumb here ❑ Trustee ❑Trustee • Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: Merchants Bonding Company (Mutual) Nota y 9350 De 02007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth.CA 91313-2402•www.NationalNotary.org Item k5907 Reorder:Call Toll-Free 1-800-876-6827 Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, constituted and appointed,and does by these presents make,constitute and appoint Les Michael Mantle of Fullerton and State of California its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name,place and stead,to sign,execute,acknowledge and deliver in its behalf as surety any and all bonds,undertakings,recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of: SIX MILLION(56,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL);and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint 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. ARTICLE II,SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 15th day of May , 2007 . ••.•,\.)• "Attu A4y•• MERCHANTS BONDING COMPANY(MUTUAL) ...•..c•' • . 1933 c: By 7,74.......'.y, •:c. • . \ STATE OF IOWA President•COUNTY OF POLK ss. On this 15th day of May ,2007,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. A0•11,..yy CINDY Y SMYTH sT Commission Number 173s04 My Commission Expires 64 4/16 March 16,2009 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this 22nd day of August, 2008 •• . .• G.0 •*A-... .- , Co**.• ..., .qy : 7. -:„..a. •z: :3• Secretary 'a: 1933 :c: POA 0001 (1/06) •yJ6'��vr ,\racy• - • PREMIUM INCLUDED IN PERFORMANCE BOND EXECUTED IN TRIPLICATE Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT. BOND NO. CAC70305 KNOW ALL MEN BY THESE PRESENTS: that Nikola Corporation (Here insert lull name and address or legal title of Contractor) as Principal, hereinafter called Contractor,and. Merchants Bonding Company (Mutual) as Surety, hereinafter called Surety, are held and firmly bound unto City of San Bernardino (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, for the use and benefit or claimants as hereinbelow defined, in the SIX HUNDRED FORTY NINE THOUSAND NINE HUNDRED amount of NINETY NINE AND NO/100 DOLLARS************ (Here insert a sum equal to at least one-half on the contract price) Dollars ($ 649,999.00*** ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Nikola Corporation Contractor has by written agreement dated August 2008 entered into a contract with Owner for Sewer Improvements in Industrial Parkway(SW05-05) ;Tippecanoe Ave. (SW05-06) "I" St. (SW04-36) By Open Cut and Pipe Bursting Methods and Pavement Rehabilitation on Tippecanoe Ave. (SW05-06) ;"I" St. (SW04-36) ;Sterling Ave. i f Ucorrdance)with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is be reference made a part hereof, and is hereinafter referred to as the Contract. Labor and Material Payment Bond NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that,if Principal shall promptly make payment to all claimants as hereinafter defined,for all labor and material used or reasonably required for use in the performance of the Contract,then this obligation shall be void;otherwise it shall remain in full force and effect,subject,however,to the following conditions. 1) A claimant isdefinedas one having a direct contract with the same by registered mail or certified mail, postage the Principal, for labor, material, or both, used in the prepaid,in an envelope addredded to the Surety,at any performance of the Contract,labor and material,does place where an office is regularly maintained for the not include water,gas,power,light, heat,oil,gasoline, transaction of business, or served in any manner in telephone service or rental of equipment directly which legal process maybe served in the state in which applicable to the Contract the aforesaid project is located,save that such service need not be made by a public officer. 2) The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant b) After the expiration of ninety (90) days following the as herein defined,who has not been paid in full before date on which Principal ceased Work on said Contract,it the expiration of a period of ninety (90)days after the being understood, however, that if any limitation em- date on which the last of such claimant's work or labor bodied in this bond is prohibited by law controlling the was done or performed,or materials were furnished by construction hereof such limitation shal be deemed to such claiant,may sue on this bond for the use of such be amended so as to be equal to the minimum period of claiment,prosecute the suit to final judgment for such limitation permitted by such law. sum or sums as may be justly due claimant, and have execution thereon.The Owner shall not be liable for the c) Other than in a state court of competent jurisdiction in payment of any costs or expenses of any such suit and for the county or other political subdivision of the state in which the Project,orany part thereof,is situated, 3) Nosuit or action shall be commenced hereunder by any or in the United States District Court for the district in claimant: which the Project,or any part thereof, is situated, and not elsewhere. a) Unless claimant, having a direct contract with the Principal,shall have given written notice to the Surety 4) The amount of this bond shall be reduced by and to the above named, within ninety (90) days after such extent of any payment or payments made in good faith claimant did or performed the last of the work or labor,or hereunder, inclusive of the payment of Surety of furnished the last of the materials for which said claim is mechanics'liens which may be filed of record against made, stating with substantial accuracy the amount said improvement,whether or not claim for the amount claimed and the name of theparty towhom the materials of such lien be presented under and against this bond. were furnished,or for whom the work or labor was done or performed.Such notice shall be served by the mailing 5) This bond is executed in compliance with any State or Local statute or ordinance,provided such State or Local statute or ordinance and any revision thereof is in force on the date or prior to execution date of this bond. Payment Bond Any single or aggregate modifications)orchange shall not exceed ten(10)percent of the original contract price without first obtaining the Surety's written approval.The Surety's total liability on this bond shall not exceed the penal amount of such bond unless changed by rider duly signed by an attorney-in-fact of the surety. Signed and sealed this 22nd day of August, 2008 • Cor, • at on ///el 'rinci•al) (Seal) By: I' John . c an ( President Merchants Bonding Company (Mutual) (Surety) (Seal) By Attorney-in-Fact Les Michael Mantle CALIFORNIA RNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On 2'Z'O� before me, Mary Martignoni — Notary Public Date Here Insert Name and Title of the Officer personally appeared Les Michael Mantle Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are sl tbscribed to the within instrument and acknowledged to me that• MARY MARTIGNONI he/she/they executed the same in his/her/their authorized � ~t," COMM .� # 1761251 capacity(ies), and that by his/her/their signature(s) on the : 4 + 7 NOTARY PUBLIC-CALIFORMMAX instrument the person(s), or the entity upon behalf of '7 ORANGE COUNTY — which the person(s) acted, executed the instrument. My Comm.Expires Sept.9,2011 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatur- Place 1� • Notary Seal Above Signature y Public OPTIONAL Though the and could prevent valuable nt fraudulent remo al and reattachment of this form tor yanotherdo document document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Les Michael Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—LI Limited ❑ General El Partner—❑ Limited ❑General RIGHT THUMBPRINT RIGHT THUMBPRINT IGNER Attorney in Fact OF SIGNER ❑Attorney in Fact Top of OF S S GNE here thumb Top of thumb here Li II Trustee ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: Merchants Bonding Company (Mutual) 02007 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.NationalNotaryorg Item 45907 Reorder:Call Toll-Free 1-800-876-6827 Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk,State of Iowa,hath made, constituted and appointed,and does by these presents make,constitute and appoint Les Michael Mantle of Fullerton and State of California its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its name,place and stead,to sign,execute,acknowledge and deliver in its behalf as surety any and all bonds,undertakings,recognizances or other written obligations in the nature thereof,subject to the limitation that any such instrument shall not exceed the amount of SIX MILLION(56,000,000.00)DOLLARS and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By- Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002. ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint 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. ARTICLE II,SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance,or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed. In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and its corporate seal to be hereto affixed,this 15th day of May , 2007 • ••oW.-, . . A9y•• MERCHANTS BONDING COMPANY(MUTUAL) 0 1933 :=. 8 .„9,;W-......•\;sac y X dr, " •• President STATE OF IOWA :74_ COUNTY OF POLK ss. On this 15th day of May ,2007,before me appeared Larry Taylor,to me personally known,who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first above written. L, CINDY SMYTH all, "uV:° Commission Number 173504 My Commission Expires OY1� March 16,2009 Notary Public,Polk County,Iowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is still in full force and effect and has not been amended or revoked. In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this 22nd dayof August, 2008 . .••'� C ••.• ••%..•0 P O,q4 A9I- �-.�� �•..4. ,� •ai:2 -p- n'`: •=•— Secretary • o•^ y: 1933 :.C• POA 0001 (1/06) •• W ..