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HomeMy WebLinkAboutAugusta Dr Sewer ImprovementsPROJECT TITl :•41 Z4S .C7i�Z Lei2Cl D LOCATION: -4-7(C _ 0 � i .!/ C 'j i:i:i, ' 8^,S—o z_ ..Q::: j;:;ii:ji// ••••�1;�;1,i1 I' o ..... ::}{vM�•�}}}; :kii, .1111 �11� [?A' ; < SUN ON ) TUES WED THURS FRI SAT . /t �� CONTRACT NO. CONTRACTOR:6r;- &4IS'Ti -7-1 1Lf PROJECT NO. FOREMAN: SUBCONTRACTOR: SUBCONTRACTOR: SUNNY) P.C. 32-49 50-69 OVERCAST 70-84 MODERATE RAIN 5-94 SNOW HIGH iN TRACTiOR.'.5. WORM FORCE:>::«< Operators Foreman Laborers ( ) Cement Finishers Pipe Layers ( ) Mechanic ( ) Welders ( ) . Carpenters ( ) Teamsters ( ) E4t3IPMENr'II Backhoe ( ) Water Truck Wacker ( ) �.nRIDLE D•i�derttlfv'VUhl�h). :< Loader( ) Sweeper ( ) Pavement Grinder ( ATER1AtS.< R':EC2{JIPNIEN F L3Etlu:ERE' Blade Excavator( ) Vibrating Roller ( ) 3 Ton Boom Truck Fuel Truck Wheel Loader ( ) 10 W. Dump truck ( Welding Rig ( ) Crew Truck ( ) 3/4 Ton P.U.( ) Compressor ( ) Rubber Tire Roller JC,tN.�©N�ORMIN�.►�ATERIAI.�OR 1!UpFif�.EReason for�:non :corlfgrirancej, ;> .:: BLEM resUffai7>delay'ot>c12m} z;: V(QUS`1i1'Ef E ditt D<D`B#ittO fES IM'ARY•:O.F•:CONSTRUCTlOI'J:ACT iVI:Ti:I .'rg frt/,4s Zz-oz- L.,o. NQ e « & a ,0,47, !L/e4 c .4 -2Z4 c° o 7E - --.6 -o z r frS E I/7 , u- X/ , 0.Z, — ,sz /2 Gaa'.erc ,44 yS /1 i G-X- r13 l,49Y White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 ow Cotfad•••. * ? INSPECTOR: CITY OF FONTANA AGENDA FOR PRE -CONSTRUCTION MEETING PROJECT TITLE: Augusta Drive and Medinah Street Sewer Improvements MEETING LOCATION: Sierra Lakes Field Office DATE: Thursday, June 6, 2002 TIME: 2:00 P.M. NAME OF CONTRACTOR: C.P. Construction PHONE NO. (909) 981-1091 FAX NO. (909) 981-6704 ENGINEER OF RECORD: Madole and Associates 10601 Church Street, Suite 107 Rancho Cucamonga, CA 91730 OWNER/AGENCY CONTACT Sierra Lakes Land Co., LLC Phil Lemoine, Project Manager G:\1998\98-0402\98-402P\Pre-Con agenda.doc A. GENERAL DISCUSSION OF CONTRACTUAL, LEGAL AND PERMIT ASPECTS: STATUS OF CONTRACT: Contracts are being executed by Owner. INITIATING CONSTRUCTION: "NOTICE TO PROCEED" Notice to Proceed will follow the contract execution. EMERGENCY INFORMATION FORM: City form attached. REQUIRED PERMITS: Prior to the start of any work, the Contractor shall take out applicable City permits. Copies of all permits are to be provided to the Project Manager. COMPLETION TIME FOR CONTRACT: The Contractor has 30 working days after the Notice to Proceed is issued excluding holidays. LIQUIDATED DAMAGES: Will be assessed at $500.00 per day if the construction exceeds the stipulated 30 working days. OTHER REQUIREMENTS OF CONTRACT DOCUMENTS: (To include City of Fontana Business License and all appropriate State of California required licenses). The Contractor and all sub -contractors shall be required to provide a copy of their City of Fontana business license to the Project Manager prior to starting work. (SP-12, Section 7-5) G:\1998\98-0402\98-402P\Pre-Con agenda.doc J B. CONTRACTOR'S SCHEDULE: MATERIALS TO BE FURNISHED BY OWNER: All materials are to be furnished by the Contractor. CONTRACTOR'S SCHEDULE: Construction schedule to be submitted to the Project Manager prior to start of construction. Schedule updates will be required each month with the progress payments. SUBCONTRACTORS: No sub -contractor substitutions will be allowed without written approval. WORKING HOURS: Working hours shall be restricted to the hours between 7:00 AM to 4:00 PM, Monday through Friday. (SP-7, Section 6-7.2) C. PAYMENTS: PROGRESS PAYMENTS: To be submitted on the sample format provided no later than the first business day of each month. The cut off date will be the 25th day of each month. (SP-18, Section 9-3.2) 10% RETENTION MONIES: Pursuant to the contract documents, 10% retention money will be withheld from each progress payment. CHANGE ORDERS: No extra work will be performed without an approved change order. CERTIFIED PAYROLLS: Certified payroll records shall be submitted to the Project Manager by the tenth day of each month. G:\1998\98-0402\98-402P\Pre-Con agenda.doc D. RIGHT-OF-WAY AND UTILITIES: NOTIFICATION OF AGENCIES: All related Agencies shall be notified 48 hours in advance prior to starting work within the right-of-way. See list of Agencies under Utility Requirements (GC-2). COORDINATION WITH OTHER AGENCIES: Contractor shall notify all emergency services of any detour or potential closures at least seven days in advance of expected dates if applicable. RIGHT-OF-WAY REQUIREMENTS: All rights -of -ways have been acquired. NOTIFICATION OF UTILITIES: Contractor is required to notify "Dig Alert" and provide proof of contact as required in Utility Requirements on GC-2. COORDINATION WITH UTILITIES: Contractor to coordinate with all utility companies in accordance with SP-5, Section 5-1. EASEMENT REQUIREMENTS (UTILITIES): None. UTILITY SERVICE PAYMENTS: Fontana Water Company water meter fee. G:\1998\98-0402\98-402P\Pre-Con agenda.doc E. ENGINEERING/INSPECTION AND SURVEYING: STAKING: Construction staking will be provided by the Owner/Agency. (SP-4, Section 2-9.2). Survey requests are to be sent to the Project Manager. RECORD DRAWINGS: Contractor to comply with the requirements of the contract. MATERIALS AND SOILS TESTING REQUIREMENTS: Field density tests, materials, sampling and testing will be provided by the Owner/Agency. (SP-26, Section 211-2.2) F. CONSTRUCTION: TRAFFIC CONTROL: Special attention is called out in Section 7-10, Traffic and Access; and Appendix III, Traffic Control Memorandum. PROTECTION OF EXISTING FACILITIES: Shall be in accordance with SP-13, Section 7-9, Protection and Restoration of Existing Improvements. DUST CONTROLS: Contractor shall maintain dust control at all times during the entire project. (SP-27) STORAGE OF MATERIAL AND EQUIPMENT: Contractor shall maintain and operate a work and storage area per SP-15, Section 7-10.2. G:\1998\98-0402\98-402P\Pre-Con agenda.doc JOB SAFETY: Shall be adhered to at all times in accordance.with all applicable laws. JOB SECURITY: Contractor shall be responsible at all times. G. FINAL ACCEPTANCE OF WORK: FINAL INSPECTION REPORT: After all contract items of work are complete, a final inspection will be scheduled. If there are any punch list items, they should be completed prior to a final acceptance. H. OTHER MISCELLANEOUS ITEMS AND/OR COMMENTS, CONCERNS, QUESTIONS: 1. All correspondence and material submittals are to be sent to the Project Manager, Attn: Annette Trussell. G:\1998\98-0402\98-402P\Pre-Con agenda.doc ADDITIONAL NOTES OR COMMENTS G:\1998\98-0402\98-402P\Pre-Con agenda.doc CITY OF FONTANA INSPECTOR'S DAILY REPORT Project f(-)6c) S i_. Contractor 0 - e ocvic571 d EQUIPMENT AND/OR LABOR: Report No. Day Date F-a' —, 1— ©7� M T� F S S Circle Day Shift Hours Start Stop HOURS - ITEM NO. WEATHER EQUIPMT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor) REMARKS (Reason for Idleness or other remarks) Contractor Title t 2/92 JT/ab CITY OF FONTANA INSPECTOR'S DAILY REPORT Project i4v60 5r/f- 5e7,dL 7 Contractor d f' d iJ57 cso EQUIPMENT AND/OR LABOR: Report No. Day Date 49 z, M (5W T .F S S Circle Day Shift Hour, . Start Stop HOURS - ITEM NO. WEATHER EQUIP MT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor) 0 L REMARKS (Reason for Idleness or other remarks) A-cA_ 7-wiry 0 2 OJ CO 141fL£f 7:L6 6� /A/ -6- G /1 4/1J /J /() Corwactor Title CITY OF FONTANA INSPECTOR'S DAILY REPORT Project i I� o$7:4` 5Ca 7 Contractor - (It EQUIPMENT AND/OR LABOR: Report No. Day Date —/ W T F 8 8 Circle Day Shift urn . Start Stop HOURS - ITEM NO. WEATHER EQUIPMT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor) (VoO L- REMARKS (Reason for Idleness or other remarks) 1--"Re-55,71 QC- 7 z r M 4 MI t ,4e7_ V/Ll r4/K L.,.f/VVL i &J!LL ,/41151i at C4Q /2 01.J i o Contractor Tide CITY OF FONTANA Report No. Day Data cj `-/( ` %7 INSPECTOR'S DAILY REPORT M T W T S. S Circle Day Shift Hours . Start Stop Project ft(,)6� c) S721 5 Contractor C • g /LC( e0, EQUIPMENT AND/OR LABOR: HOURS - ITEM NO. WEATHER EQUIPMT. NO. NO. OF MEN ( / DESCRIPTION (Of Equipment or Labor) REMARKS (Reason for Idleness or other remarks) oa1`T1/J& /JLJ» 6A 1- lC ()/ 7- f7,V tJC0" GJ (r{-_ LAL4- l=t2 o 04 /1 y ,1iJr7 "Pg.,4-e9(//G 6-7-KC'.4-(J,4-7 /( ,,IU/J 0_6 m PA�/74/-6 elf . fif 74 /t , �. 4 . L /l) 7-1,71/'`.Q6 tof ,4 Vie)% Contractor Title 1 2/92 JT/ab CITY OF FONTANA INSPECTOR'S DAILY REPORT Project / c o5 f f weAmii,-/i- � C Contractor G I ,g ��) % J do, EQUIPMENT AND/OR LABOR: Report No. Day Oats -PS M T WC)F S S Circle Day Shift Hours . Start Stop HOURS - (TEM NO. WEATHER EQUIPMT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor) HOT — REMARKS (Reason for Idleness or other remarks) LA -en f2 G^ CA V 1'� r f?bLLE7 Of/0 7rA6U E` r6; K-rfLL I N� yr pA-O-1 7 A/ miL (Al 7'f2 C , Ar X, o.. 1 P -/-7 V, Contractor Title r CITY OF FONTANA Report No. Data 8 —/4-0 INSPECTOR'S DAILY REPORT . M TT F S. S Circle Day Project %()S1 A sJ/' Contractor l c''o)jf/ % c EQUIPMENT AND/OR LABOR: Day Bhif Hours . ' • Stop_ HOURS - ITEM NO. WEATHER EQUIPMT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor). REMARKS (Reason for Idleness or other remarks) 0 ,e7 L ¢a1 oe l s<1 • e-n2iot ... -K � ��' Ai /4 U,u c 7- ) , A- , l)16 / t( I,7- s77 ti1K My A; (1.,/ 60./11,9- LG- Mfg , % (�u(P? l4 64/73 Contractor The CITY OF FONTANA INSPECTOR'S DAILY REPORT Project 00605r4 /f?E-6,NM d. 1"' Contractor e_,2),FIST CO, EQUIPMENT AND/OR LABOR: Report No. Day Data -1 s —� WTF SS Circle Day Shift Hou — Start Stop HOURS - ITEM NO. WEATHER EQUIPMT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor) • REMARKS (Reason for Idleness or other remarks) 1 ,(�4r- f' .4—(1a7 ,L/4—q 4 ({.1/4-7-riV 4 'f7LL 572 ., 4• � 01R4-(4i ,�/_ 4T, U N rr� CITY OF FONTANA INSPECTOR'S DAILY REPORT Project f� //�� (16 0�� & S A/ !� � 4tki Contractor d • ice.(4)11✓-SCO. - EQUIPMENT AND/OR LABOR: Report No. Day Oats ( — / Z — Q TWTFSS Circle Day Shin Mora Start Stop HOURS - ITEM NO. WEATFIER EQUIP MT. NO. NO. OF MEN I I DESCRIPTION (Of Equipment or Labor) 'X cA VA--7-0,2 I r v► • REMARKS (Reason for Idleness or other remarks) LA 601' S �, 1=74r-J-.:4-ye72 s /9G e0 s , ,4- Al 0 G- "e/4 - 0..,'41 �I �r , /1 / ,/= Ts Cr)/./� /7 1/ M/Jt/t/..4/ eDG S 7 A MMe & / /e/ re-s riJI / 6 m A-C fr) A J 3 /.7 12/92 JT/ab 07/Q1/02 MON 09:54 FAX 9096991032 TEMECULA WEBB 0 002 4. PROJECT N LOCATION: CONTRACTOR: ADDRESS: EMERGENCY INFORMATION FORM JUN 0 7 2002 JJ CgIITgo CITY O � FONTANA CITY OF FONTANA NAME Sewer Improvements for Community Facilities iBNL i�t No. 12. Augusta Drive and Medinah Street in the City of Fontana3'td'ttfo C.P. Construction Co., Inc. 105 South Loma Place, Upland, California 91786_ OFFICE PHONE: (909) 981-1091. FAXNO. (909) 981-6704. CONTACT PERSON: Mike Pfister. RESIDENCE PHONE:,-„ „ ,•(�9 q 9_,e s - 6 8 9 ,u,T._ BEEPER PHONE NO. (909) 202-6382 . JOB SUPERINTENDENT: Mike Pfister. ADDRESS: DAY PHONE: FOREMAN: ADDRESS: DAY PHONE: 105 agv Upland. California 91786. (909) 981-1091. RESIDENCE PHONE: (909) 985-8689. Javier Ramirez. ?avier's Cell. # is (909)R15-Q.1.8 Pager # is 105 South Loma Place Upland, California 91786. (909) 422-4084 (909) 981-1091. RESIDENCE PHONE: (Qn9) 62J.5RR7 _ rnia. CITY OF FONTANA - EMERGENCY PHONE NUMBERS Police Department: General Information 909-350-7700 Emergencies - 911 Public Services Division: 909-350-6760 Scott Bangle Cell: 909-721-8361 Home: 909-795-2251 Engineering Division. 909-350-7610 Yousuf Patanwala Work: 909-350-6645 Home: 909-889-2819 Carlos Navarro Work: 909-350-6632 Home: 909-825-4727 Robert Savant Work: 909-350-6635 Home: 909-881-5909 Webb Associates: 909-686-1070 Phil Lemoine Work: 909-686-1070 Home: 909-789-0744 Cell: 909-721-2530 Emergency Information The names, addresses and telephone numbers of the contractor and sub -contractors ,or his representatives, shall be filed with the City Engineer and the Police Department prior to beginning work. The contractor shall provide -adequate detours to the satisfaction of the City Traffic Engineer. A detailed plan of such detours shall be submitted to the City Traffic Engineer at least five (5) days prior to the time the contractor wishes to close off the street or in any way restrict the traffic flow. In actual street closures, the submitted plan shall indicate the route of the detour, the character of the temporary pavement where required, and a layout of the locations of signs and lighting. In all other cases, the contractor shall provide adequate traffic flow in both directions. If traffic cannot be maintained the contractor shall provide flagmen whose sole duties consist of directing traffic through and around the work. In all cases, the approval of a suitable plan shall be granted to the contractor prior to the beginning of construction. Failure or refusal bythe contractor to comply with the above mentioned requirements shall be sufficient cause for the City Engineer to order the work done by city forces and the cost therein to be borne by the contractor. cc: See Distribution List • HF:hf Revised: Sept.99 07/01/02 MON 09:54 FAX 9096991032 TEMECULA WEBB 0001 ALBERT A. WEBB rraifieTrt-r§ ENGLNIEERWG CONSULTANTS FAX COVER SHEET W.O. NO.; 1998-0402P FILE NO.: 1339.0018P To: From: Mr. Harry Folcy Annette Trussell Company: Date: Time: City of Fontana - Community Development Departme 1, 2002 9:50 AM Fax Number: Total Noof pages including cover 350-6618 2 Phone Number: 350-7661 • RE: Augusta Drive/Medinah Street Sewer Improvements E URGENT 17 FOR REVIEW & COMMENT fj AS REQUESTED PLEASE REPLY Notes / Comments: City of Fontana Emergency Information Form. AT/at 3788 McCRAY STREET, RIVERSIDE, CALIFORNIA 92506 TELEPHONE (909) 686-1070 FAX (909)788-1256 Please call (909) 686-1070 if there are any problems in receiving this transmission. CITY OF FONTANA INSPECTOR'S DAILY REPORT. Project A-6U$r4- l M o,t 4W Contractor C r Ce 4/-Cr . o EQUIPMENT AND/OR LABOR: Report No. Day Date -� - D z M TWT S S Circle Day Shift Hours Start Stop HOURS - ITEM NO. WEATHER EQUIPMT. NO. NO. OF MEN DESCRIPTION (Of Equipment or Labor) . jCL!"1-W,41`0 PS y ' s, • REMARKS (Reason for Idleness or otter remarks) r— Ai I (1-1----4 Z4 y( /11 A a__ .‘.--(-€JW /4,14— ()A) , o _J I;¢-- ./- ,Ll • ,i1 f /4/4. /e:-7 mac- z©AJ G� Ct1 r7�f RL---q u (fie �A dt /,�� l Z4,4KP= 7 LL PROJECT TITLE: 0 .57-2t 5 Er-4y Aitm LOCATION: PROJECT NO. CONTRACT NO. 'i:::iiiiniiiiiiiii:.iiiiiiiiii ga•.:.:.. PT , . . . . .............................. •iiiiiii§iiiiiiiiiMiMi .. :i:if:*:i:::iii::ii:i:iiiii::-:mi.::. ,............,. *Viii :::* •:::gi :: Aif: ....:,:.AY gigiON SUN MON TUES WED . 1-1rEMRS FRI SAT . CONTRACTOR: FOREMAN: SUBCONTRACTOR: SUBCONTRACTOR: WIMP' 32-49 OVERCAST RAIN SNOW 50-69 70-84 MEM Iff2131111121231111 CALM MODERATE CONTRACTORS Wei0OgefideM Operators (L.-) Foreman ( Laborers (2_ ) Cement Finishers Pipe Layers ( Z-) Mechanic ( ) Welders ( ) , Carpenters ( ) Teamsters ( ) EQUIPMENT trsi Backhoe ( ) Water Truck ( ) Wacker ( ) 1:IdefitifiaNftiC Loader( ) Sweeper ( ) Pavement Grinder Blade Excavator( Z_ ) Vibrating Roller ( ) 3 Ton Boom Truck Fuel Truck ) Wheel Loader ( ) o W. Dump truck Welding Rig ( ) ) Crew Truck 3/4 Ton P.U. Compressor ( ) Rubber Tire Roller ¼TER1ALS OR EQUI PM ENT DELIVERED ] :13:LEN1 til6 Idifesti 01.0i • --Oat"- • ':::tilUffifAk:;s4•••••••'0:e11§11:itt•tidi4Atti.,Siit:faiMM 66(A) c:LA y otie; 8if 17, .Z7,4 7 7-- 'Le) I 677-C-77 „xi of 046-0 _s-7-r-4 /14L----6//1/4 PerLug_ m g /Fs TAC /1 , PAGE of White -Project File Daily lnsp Rec Sht 1-Rev 9-18-00 ' INSPECTO14; PROJECT TITLE: LOCATION: olg-6(A/Alif PROJECT NO. CONTRACT NO. CONTRACTOR: a , P. (7) FOREMAN: .iiiiiiiiigi::iiiiiii:Mig ..iiiiiiiiiiiiiiiigiiMii .:::: ,, . .• ,...3 • . :,:iiiiiiiiiigiiiiiiiiiiii SUN MON TUES THURS FRI SAT . SUBCONTRACTOR: SUBCONTRACTOR: • rt SUNNY 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 85-94 1811118ii HIGH Operators ( L) Foreman ( j ) Laborers ( Cement Finishers Pipe Layers ( '2-) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Backhoe ( ) Water Truck ( ) Wacker ( Loader( ) Sweeper ( ) Pavement Grinder :iii0VeNfibitiVgg€:60MION Blade ( ) Excavator ( Z. ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Fuel Truck ( ) Wheel Loader ( ) 10 W. Dump truck ( ) Welding Rig ( ) Crew Truck ( ) 3/4 Ton P.U. ( ) Compressor ( ) Rubber Tire Roller • ••.0.0.KIFC51ZIA I *.e.' • A BRIALS!. ORK.(Reagorrjornorp,00.nfor:mance QW.11$PE.tES.iiii!!!iin . 17..R:LICTIONAGTIVIVESMii0 (, LA/, - m4// p1 4 -71-s---) et /4-e-6 I.S /./t/ I 20 it/ tddITH MA- 144 , 6e-r-ro 114 s OA/ M,1-1 5 _ White -Project File Daily lnsp Rec Sht 1-Rev 9-18-00 lowConractor INSPECT • 40 air- # r r !?a?f e�':>in<; SUN MON T WED THURS FRI SAT . u - W4 -t LOCATION: ,k O A- , (j, Sf X,4 '<KS CONTRACT NO. d Fd 2 /Z PROJECT TITLE: ' PROJECT NO. CONTRACTOR: C , f c Q.,(.1 -, FOREMAN: SUBCONTRACTOR: SUBCONTRACTOR: SUNNY OVERCAST RAIN SNOW 32-49 50-69 70-84 - P MODERATE ........................ HIGH QONTf�i4CTQf2'S�'VIWOR}fsFOR C Operators ( Z). Foreman (/ Laborers ( ) Cement Fin shers Pipe Layers ( ) Mechanic ( ) Welders ( ) . Carpenters ( ) Teamsters ( ) .0t3TPMENT IN$U Backhoe (T,,,) Water Truck ( Wacker ( ) fi1R'IDLhD.(Fdentifv.WhlcN1;��><�'� Loader(( ) Sweeper ( ) Pavement Grinder ATEf 1AtS € R>EQUI`PMENTDELIVERED<>` «:; <: Blade ( ) Excavator( ) Vibrating Roller 3 Ton Boom Truck ( ) Fuel Truck ( ) Wheel Loader ( ) 10 W. Dump truck ( Welding Rig ( ) Crew Truck ( ) 3/4 Ton P.U. ( ) Compressor ( ) Rubber Tire Roller NO•• • 4.0.ONFO MING TER1A1.s ............................................................................ WO K (Reason for non conformance) :s•. BCE Cl co'Gld?resUff<nsdelayor>clamfi . SIB Ct aitibR F W. G U E'I?::attti: itOidiEN6 UMMARI".:�t E CONST:RUCT.lONEACTIVI.TIES X C VA-714J 1 4 A y' rN 64 g' f(V , S?zr/ /)14 /,r./ ON A-cr; S74 Sr -A- / 6-t-�"'t,1 746 -.0-/1 , / 3 t,S O PLA"71 /-711( .a/A/C CJ,'4�7 / 2-" s', / " , 4 5-e-'G7--4447f, e KF'6-1-0 .OVA 'F2ElvTA12 White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 ................................................. INSPEC CITY OF FONTANA CONSTRUCTION PERMIT ENGINEERING DIVISION 8353 Sierra Avenue, Fontana, CA 92355 (909) 350-7610 Permit No.: 02080096 Issued: 08/05/2002 Job Address Spec Plan: Applicant: Contractor: CITY OF FONTANA C.P. CONSTRUCTION CO., INC. 8353 SIERRA AVENUE PFISTER, CHAS-PRESIDENT FONTANA, CA 92335 ONTARIO, CA 91762 PHONE: (909) 981-1091 LICENSE: 304795 Description: DEVELOPER PROJECT BID FOR SIERRA LAKES CFD #12 SEWER PROJECT ON AUGUSTA DRIVE & MEDINAH STREET. NO FEE PERMIT PER YOUSUF PATANWALA/HARRY FOLEY. DRAWING # 2873. FEE SUMMARY By Category: FEE * NO FEES * PAID DUE Permission is hereby granted to the applicant to perform the work described below. It 's exp 1ssly agreed that the work will be performed in accordance with app `'cable, aws, regulations and specifications of the City of Fontana Permit Signature' Signature' Land Development Section Authoriz,�d 417' owe( All work shall be inspected Inspector Signoff: CONSTRUCTION ITEMS 02080096 DEVELOPER PROJECT BID FOR SIERRA LAKES CFD #12 SEWER PROJECT ON AUGUSTA DRIVE & MEDINAH STREET. NO FEE PERMIT PER YOUSUF PATANWALA/HARRY FOLEY. DRAWING # 2873. PRIOR TO ASPHALT PAVEMENT PLACEMENT, ALL UNDERGROUND UTILITY CONDUITS AND SLEEVING MUST BE INSTALLED AND CONFIRMED BY THE CITY'S PUBLIC WORKS INSPECTOR. GRADE SHEET MADOLE AND ASSOCIATES, INC. Consulting Civil Engineering, Land Planning and Surveying 10601 CHURCH STREET, SUITE 107 RANCHO CUCAMONGA, CA 91730 GF� CON "" ih0.5 u i (909) 948-1; SHEET OF Z DATF 7-1)-0 Z JOB NO. TRACT NO. SIB L^16� STREET /''N 9 /Z wr frpsT7 I3 ' GRADES FOR BY f4iebv-P 6Gd STAKES ARE SET NOTES STATION ELEV GRADE CUT/Ft-- NOTES STATION ELEV GRADE CUT/F. I6-06.71 3 '/1^ ,5Z5:73A- / 3Z% Jd(N /5-- c1(f2 10'1k 16 9t 1.S8 "�' 5''►.%6 yodZ. 1 Jo `r3/") fiJ 3�,3s. 24.34 i °i gG,8%,d iJ , //-Lr 4)01 I g z) ,42 l Z d� 32,Q1 ' i f 72/t1H /3 tZr S 2.3 se. 1) . z ? / 1 0 g / 5t) /0' 2$' -5- l 2 = /s)-5-t) 53,0r ,i).91 1l1� (It?r q/,03 z //'� /s--Or 53r,9) 9-zll '�� /l (' 4/L7 3°'' /0.9 /a.: rl nil le-� s1,90 43,2k 114y /...9 (HI/,gf G� Zt 3 3 I ` I) s 91 9 3.5)- / 1 43./cR/ri /z 2r f 12,si 13. G/ 1 �) 32, S1e /a 8= /ltsa 33' efj 4 q,6v 2� 11-- // 7/ /24)"� 17— .,B3 4 •94 14g ' wr 11,-P 33.s 11 � /%1'2/ `% GO 4.6.) /0 77 /5 ¥.5—,/( 71, II- // /3fi2j f.5; 7 `% 3f.? / ni-1 r 67, /6 `PL 9 2 // 19 13�1-- q6, G 35, 73 / al--- 13— 7,7 dIg ‘¢ /I /% 04-7r q? 2 36 - /l lAoe cti'17 p 0 frAifi if— 49, 35 37.31 // ° // °z' _ ess i►� a F �� 1 2r 9%, r2 3p.10 /g4-zr G & 3 ? 41.55 11 ¢ ills 31) if &r 3 0 0 10 9- I ff-7'' co - 7' 3). 6? It °s l e-rfm 6 l i l y 11.0 )) 7% Grades are given from top of hub or nails in feet and hundreths of a foot. The term sewer grades refers to flow line of pipe. Cuts and fills are normally on lath for contractor's convenience only and are not to be used for construction. When using grade staked, contractor shall observe the following ri Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) The location and elevation of all existing sti are to be verified by contractor prior to starting work; (3) When a discrepancy is found, it must be reported to this office immediately, otherwise this officE be held responsible for any error in the grade of the finished work. GRADE SHEET MADOLE AND ASSOCIATES,.JINC. Consulting Civil Engineering, ''cc,I Land Planning and Surveying 10601 CHURCH STREET, SUITE 107 RANCHO CUCAMONGA, CA 9173Q• (909) 948-1311 ip. 1K SHEET • Z- OF 2' DATE %-//'0L JOB NO. TRACT NO. $ie,` 1'A STREET /419 71" :GRADES FOR B • STAKES ARE SET r (ifs STATION ELEV GRADE CUT/FILL NOTES STATION ELEV GRADE CUT/FILL NOTES t>r G/ 7 / g. i-3 I) Z� z3 - 20 . it 55,k //% 19 62.¢ s ' /l ..— 234269, 2` /G 4 /7# zo.)9ri) /9,Lr' &2 73 5/'$-3 ll a 23+-5 j/.i� Ga,SZ /0 /9-f Yo 6 3• z9 3-2• ao I 1-1- ? 3fi,C ' 7/) 9-L 4o.9'-- rg /6 l' )r 6 3. 79 SO. 6 I P -'%. 1' / Or /) /• °-- / l ZU 61,,p 5-3I %/ 22:, f'f 04'- 72,3) G/•"f �/ : L0(Ms4- 20/ zr 61%5 53•2- i) 2' zob° G-Al $ • 2) // 14 2a-1-7f �5 , g' s-/.8.3 /) °?_-, zr-- GG, 4 3-573, /0 0� 9- 0/-1-0‘,1 4 G Y,3 10 1 iN iil g ' SS61 iw d9 67.2° Kin �D i z/)-2,� 7 t. o q- / D 7 3 2/ts-z) /, V3 n. 5 ) Alti zi-or Gg 01 c--, i 9- 16 �% Z2.- Gq,$ o6 1T /6 izizr ',7L '.0. li ZzfTri g..22/ a,-).i jo 9j Z2+7f 7o� 3/ >; jj, i f 10 92___, Grades are given from top of hub or nails in feet and hundreths of a foot. The term sewer grades refers to flow line of pipe. Cuts and fills are normally marked on lath for contractor's convenience only and are not to be used for construction. When using grade staked, contractor shall observe the following rules: (1) Three (3) consecutive points on the same rate of grade and on the same line must be used in common; (2) The location and elevation of all existing structures are to be verified by contractor prior to starting work; (3) When a discrepancy is found, it must be reported to this office immediately, otherwise this office cannot be held responsible for any error in the grade of the finished work. ALB E R T A. WEBB ASSOCIATES ENGINEERING CONSULTANTS 3788 McCray Street Riverside, CA 92506 Phone (909) 686-1070 Fax (909) 788-1256 www.webbassociates.com June 17, 2002 Mr. Michael Pfister C.P. Construction Co. P.O. Box 1206 Ontario, CA 91762 044.1}1 �- y W.O. 98-402P RE: , Augusta Drive and Medinah Street Sewer Improvements Community Facilities District No. 12 (Sierra Lakes) Dear Mr. Pfister: Please consider Monday, July 8, 2002 as the "Notice to Proceed" date for the Augusta Drive and Medinah Street Sewer Improvements project. The project shall be completed in it's entirety in 30 working days as specified in the Contract. Your completion date will be August 19, 2002. If you have any questions, please call me at (909) 686-1070. Sincerely, ALBERT A_WEBB ASSOCIATES Phil Lemoine Project Manager PL:at cc: Mr. Gerry Bryan, Sierra Lakes Land Co., LLC Ms. Stacey Sassaman, KB Home Mr. Yousuf Patanwala, City of Fontana Mr. Harry Foley, City of Fontana Mr. Wally Franz, Webb Associates z5, G.\199R\9R-0407\9R-407P\NTP (Inc CIVIL ENGINEERING • PLANNING • ASSESSMENT / SPECIAL TAX CONSULTING • WATER RESOURCES ENGINEERING ENVIRONMENTAL ANALYSIS • SURVEYING • CONSTRUCTION MANAGEMENT & INSPECTION • TRAFFIC ENGINEERING SPECIFICATIONS FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA PREPARED FOR Sierra Lakes Land Company, LLC 1156 N. Mountain Avenue Upland, CA 91786 (909) 985-0971 PREPARED BY Albert A. Webb Associates 3788 McCray Street Riverside, CA 92506 (909) 686-1070 March, 2002 These plans and specifications are the exclusive property of the OWNER and shall not be used in any manner without prior consent of the OWNER. Any reuse of these contract documents by OTHERS shall be at the other's sole risk and without liability to OWNER, City of Fontana, and Albert A. Webb Associates. SPECIFICATIONS FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA Prepared Under the Supervision of: Madole & Associates, Inc. 10601 Church Street, Suite 107 Rancho Cucamonga, CA 91730 DATE: CITY ENGINEER RICARDO SANDOVAL, P.E., L.S. DATE: QkOFESS/, No.62183 cn m C ExC. 9j-3° .°5" Owner: Construction Manager: SPECIFICATIONS FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA Sierra Lakes Land Company, LLC 1156 N. Mountain Avenue Upland, CA 91786 (909) 985-0971 Phil Lemoine Albert A. Webb Associates 3788 McCray Street Riverside, CA 92506 (909) 686-1070 Civil Engineer: Madole and Associates of the Inland Empire 10601 Church Street, Suite 107 Rancho Cucamonga, CA 91730 Geotechnical Engineer: RMA Group 10851 Edison Court Rancho Cucamonga, CA 91730 TABLE OF CONTENTS FOR CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA NOTICE INVITING SEALED BIDS NB-1 - NB-2 INSTRUCTIONS TO BIDDER IB-1 - IB-7 PROPOSAL DOCUMENTS P-1 - P-16 Proposal P-i Bidder's Information P-3 Contractor's Licensing Statement P-4 List of Subcontractors P-5 References P-6 Designator of Sureties P-7 Bid Bond P-8 Non -Collusion Affidavit P-11 Certification of Non -Discrimination by Contractors p-12 Proposal Bid Sheet P-13 Addendum No. Acknowledgment P-16 CONTRACT DOCUMENTS CA-1 - CA-21 Agreement CA-1 Contract Performance Bond CA-5 Payment Bond CA-9 General Liability Endorsement CA-13 Automobile Liability Endorsement CA-16 Worker's Compensation/Employer's Liability Endorsement CA-19 GENERAL CONDITIONS GC-1 - GC 12 Scope of Work GC-1 Location of Work GC-1 Time of Completion GC-1 Liquidated Damages GC-1 Traffic Requirements GC-2 Hazardous Materials ...GC-2 Utility Requirements GC-2 Utilities Service Charges GC-6 Flow and Acceptance of Water GC-7 Removal of Water GC-7 Furnishing and Applying.Water GC-8 Cleanup and Dust Control GC-8 TABLE OF CONTENTS (cont'd) Trench Safety and Sheeting, Shoring, and Bracing Excavation GC-8 Standard Specifications GC-9 Wage Rates and Labor Code Requirements GC-10 Apprentices GC-11 Clayton Act and Cartwright Act GC-12 SPECIAL PROVISIONS SP-1 - SP-43 PART 1 - GENERAL PROVISIONS SP-1 Section 1' Terms, Definitions, Abbreviations and Symbols SP-1 1-2 Definitions SP-1 Section 2 Scope and Control of the Work SP-2 2-1 Award and Execution of Contract SP-2 2-4 Contract Bonds SP-2 2-5 Plans and Specifications SP-3 2-8 Right of Way SP-3 2-9 Surveying SP-4 Section 3 Changes in Work SP-4 3-2 Changes Initiated by the Agency SP-4 3-3 Extra Work SP-4 Section 4 Control of Materials SP-5 4-1 Materials and Workmanship SP-5 Section 5 Utilities ....SP-5 5-1 Location SP-5 Section 6 Prosecution, Progress and Acceptance of the Work SP-6 6-1 Construction Schedule and Commencement of Work SP-6 6-4 Default by Contractor SP-7 6-7 Time of Completion SP-7 6-8 Completion and Acceptance SP-8 6-9 Liquidated Damages SP-8 Section 7 Responsibilities of the Contractor SP-8 7-1 Contractor's Equipment and FacilitiesSP-8 7-2 Labor SP-9 7-3 Liability Insurance SP-9. 7-5 Permits SP-12 7-8 Project Site Maintenance SP-12 TABLE OF CONTENTS (cont'd) 7-9 Protection and Restoration of Existing Improvements SP-13 7-10 Public Convenience and Safety SP-13 7-15 Certified Payroll Records SP-17 Section 9 Measurement and Payment SP-18 9-3 Payment SP-18 PART 2 CONSTRUCTION MATERIALS SP-20 Section 201 Concrete, Mortar, and Related Materials SP-20 201-1 Portland Cement Concrete SP-20 Section 210 Paint and Protective Coatings SP-25 210-1 Paint SP-25 Section 211 Soils and Aggregate Tests SP-26 211-2 Compaction Tests SP-26 PART 3 CONSTRUCTION METHODS SP-26 Section 300 Earthwork SP-26 300-1 Clearing and Grubbing SP-26 300-2 Unclassified Excavation SP-28 300-3 Structure Excavation & Backfill SP-29 Section 301 Treated Soils, Subgrade Preparation and Placement of Base Materials SP-30 301-1 Subgrade Preparation SP-30 301-6 Soil Sterilant SP-31 Section 302 Roadway Surfacing SP-32 302-5 Asphalt Concrete Pavement SP-32 Section 303 Concrete and Masonry Construction SP-34 303-1 Concrete Structures SP-34 303-2 Air Placed Concrete SP-38 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Driveways and Alley Intersections SP-38 303-7 Rock Slope Protection (Rip Rap) SP-39 Section 306 Underground Conduit Construction .SP-39 306-1 Open Trench Operations SP-39 306-5 Abandonment of Conduits and Structures SP-41 TABLE OF CONTENTS (cont'd) Section 307 Street Lighting and Traffic Signals ...SP-41 307-4 Traffic Signal Construction Section 308 SP-41 Landscape and Irrigation and Installation SP-42 308-4 Planting SP-42 308-8 Payment SP-42 Section -E Traffic Signing, Striping Markings, and Markers SP-42 APPLICABLE STANDARD PLANS/DETAILS SOILS DATA TRAFFIC CONTROL MEMORANDUM PLANS Title: APPENDIX I APPENDIX II APPENDIX III SEPARATE DOCUMENTS Augusta Drive and Medinah Street Sewer Plan Dated March 28, 2001 Drawing No. 2873, Sheet 1 and 2 of 2 NOTICE INVITING SEALED BIDS FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA PUBLIC NOTICE IS HEREBY GIVEN that the OWNER, invites sealed bids for the above stated project and will receive such bids in the offices of the City Clerk of the City of Fontana, 8353 Sierra Avenue, Fontana, California 92335 up to the hour of 2:00 P.M. on April 23, 2002, at which time they will be publicly opened and read aloud. The work of improvement consists of furnishing all materials, equipment, tools, labor and incidentals as required by the Plans, Specifications and Contract Documents for the above stated project. The general items of work to be done hereunder consist of installation of 1300 LF of sewer line and sewer manholes on Augusta Drive between Medinah Street and Sierra Lakes Parkway. Copies of said Plans, Specifications, and Contract Documents are available from Albert A. Webb Associates, 3788 McCray Street, Riverside (909) 686-1070 upon payment of a Thirty-five Dollars ($35.00) non-refundable fee ($45.00 if mailed). Checks are to be made payable to Albert A. Webb Associates. Any questions pertaining to this project should be directed to Phil Lemoine at (909) 686-1070. Proposals must be accompanied by a proposal guarantee in the form of cash, a certified or cashier's check, or bidder's bond made payable to the OWNER in an amount equal to at least ten (10) percent of the bid amount, such guarantee to be forfeited should the bidder to whom the contract is awarded fail to enter into the contract. Any proposal not accompanied by such a guarantee will not be considered. A payment bond and a performance bond, each in an amount equal to 100% of the total contract amount, shall be required concurrently with the execution of the contract and shall be in the form set forth in the contract documents. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Labor Code NB-1. Section 1735 requires that no discrimination be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Government Code Section 12940. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The OWNER hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. The contract documents call for monthly progress payments based upon the engineer's estimate of the percentage of work completed. The OWNER will retain 10 percent of each progress payment as security for completion of the balance of the work. At the request and expense of the successful bidder, the OWNER will pay the amounts so retained upon compliance with the requirements of Public Contract Code Section 22300 and the provisions of the contract documents pertaining to Substitution of Securities. Bids must be prepared on the approved provided proposal forms in conformance with the Instructions to Bidders and submitted in a sealed envelope plainly marked on the outside "SEALED BID FOR CONSTRUCTION OF AUGUSTA DRIVE AND MEDINAH STREET SEWER IMPROVEMENTS - DO NOT OPEN WITH REGULAR MAIL". The OWNER reserves the right to reject any or all bids, to waive any irregularity, to accept any bid or portion thereof, and to take all bids under advisement for a period of ninety-five (95) days. At the time of submitting a bid, the prime contractor and subcontractors shall possess a Class "A" contractor's license or a combination of Class "C" specialty contractor's licenses sufficient to perform the work. NB-2 INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA PROPOSAL FORMS Bids shall be submitted in writing on the Proposal Forms provided by the OWNER. All information requested therein must be clearly and legibly set forth in the manner and form indicated. The OWNER will not consider any proposal not meeting these requirements. PROPOSAL GUARANTEE (BID BOND) Proposals must be accompanied by a proposal guarantee in the form of cash, cashiers check, a certified check or bid bond payable to the OWNER in the amount of ten percent (100) of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the OWNER. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents. All required bonds and insurance shall be issued by companies which are admitted to do business in California and which have a rating of B plus 5 or better in the current edition of Best's Key Rating Guide. The lowest responsible bidder must execute the contract documents and provide the insurance certificates and bonds no more than ten (10) days after the Notice of Award. Acceptable bond forms and insurance policy endorsements are enclosed. IB-1 NON -COLLUSION AFFIDAVIT Bidder shall declare that the only persons or parties interested in the proposal as principals are those named therein; that no officer, agent, or employee of the OWNER is personally interested, directly or indirectly, in the proposal; that the proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that the proposal is in all respects fair and without collusion or fraud. The Non -Collusion Affidavit (on enclosed form) shall be executed and submitted with the proposal. NON-DISCRIMINATION AFFIDAVIT Labor Codes Section 1735 requires that no discrimination be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Government Code Section 12940. Bidder shall declare that it does not discriminate in its employment with regard to such factors. The Non -Discrimination Affidavit (on enclosed form) shall be executed and submitted with the proposal. PROPOSAL BID SHEET Bidders shall give unit prices for each and all of the items set forth. No aggregate bids will be considered. The bidder shall set forth for each item of work, in clearly legible figures, a unit item price and a total for the item in the respective spaces provided for this purpose. The quantities listed in the Bid sheets are supplied to give an indication of the general scope of work, but the accuracy of figures is not guaranteed and the bidder shall make his own determination of quantities before submitting a bid. Any item of work required by the Plans which is not specifically listed in the bid sheets shall be considered as included in the other items of work. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid. REJECTION OF BIDS The OWNER reserves the right to reject any or all bids or waive any informality in any one or all bids received. EQUIPMENT RENTAL AND LABOR RATES Bidder shall submit a schedule of equipment rental and labor rates which may be applicable to any extra work which is performed. IB-2 DELIVERY OF PROPOSAL Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the Fontana City Clerk or designated representative prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids." Late proposals will not be considered. Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED BID FOR THE CONSTRUCTION OF AUGUSTA DRIVE AND MEDINAH STREET SEWER IMPROVEMENTS - DO NOT OPEN WITH REGULAR MAIL". WITHDRAWAL OF PROPOSALS A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the Fontana City Clerk or representative prior to the bid -opening hour stipulated in the "Notice Inviting Sealed Bids". The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. IRREGULAR PROPOSALS Unauthorized conditions, limitations, or provisions attached. to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineation, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. TAXES No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable. DISQUALIFICATION OF BIDDERS In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals 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 proposal as a prime contractor. At the time of submission of bid, the prime contractor shall possess a Class "A" contractor's license or a combination of Class "C" licenses as required to perform the work. IB-3 No contract will be executed unless the bidder is licensed in accordance with the provisions of the State Business and Professions Code. INTERPRETATION OF PLANS AND DOCUMENTS If any bidder contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, or finds discrepancies in, or omissions from, - the drawings or specifications, bidder may submit by fax to Phil Lemoine at (909) 788-1256, a written request for an interpretation or correction thereof. DO NOT CALL THE CITY. The person submitting the request will be responsible for its prompt delivery and confirmation of receipt. Any interpretation or correction of the proposed documents shall be made only by addendum duly issued and copy of such addendum will be mailed or delivered to each person receiving a set of such documents. Interpretations or correction received within 5 days prior to bid opening will not be answered. The. OWNER will not be responsible for any other explanation or interpretations of the proposed documents. 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 himself 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 his bid any such addenda issued may render his bid irregular and may result in its rejection by the OWNER. LEGAL RESPONSIBILITIES All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws relating to bids for public works contracts of this nature whether such laws are expressly referred to herein or not. Any Bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, .contemplated, and referred to in the Plans, Specifications, and Contract Documents, and to full compliance therewith. IB-4 AWARD OF CONTRACT Following a review of the bids, the OWNER and CONSTRUCTION MANAGER shall determine whether to award the contract or to reject all bids. Solely the OWNER, based on the recommendation of the CONSTRUCTION MANAGER, if made, will determine the award of contract to the lowest responsible bidder. At the time of contract award, the successful bidder shall hold a Class "A" Contractors License or a combination of Class "C" license(s), as required to perform the work, issued by the State of California. Additionally, the OWNER reserves the right to reject any or all proposals, 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 "Notice Inviting Sealed Bids", all as may be required to provide for the best interests of the OWNER. 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. No bidder may withdraw his proposal for a period of ninety-five (95) days after the time set for opening thereof. However, the OWNER will return all proposal guarantees within ten (10) days after the award of the contract or rejection of the bids, as the case may be, to the respective bidders whose proposals they accompany. LABOR CODE Pursuant to the provisions of Section 1773 of the Labor Code of the State of California, the City of Fontana has obtained the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in this locality for each craft, classification or type of workman needed to execute the contract from the Director of the Department of Industrial Relations. These rates are on file with the City of Fontana, and copies will be made available to any interested party on request. Travel and subsistence payments to each workman needed to execute the work shall be made as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Section 1773.8 of the Labor Code. The Contractor and all subcontractors shall comply with the provisions of Section 1774 of the Labor. Code and other statutes relating to prevailing wages, benefits, overtime and so forth. Failure to comply with the subject section will subject the Contractor to penalty and forfeiture provisions of Section 1775 of the Labor Code. IB-5. Pursuant to the provisions of Section 1770 of the Labor Code, the general prevailing rate of wages has been ascertained (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. The OWNER will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the contract. The possibility of wage increases isone of the elements to be considered by the Contractor in determining his bid, and will not under any circumstances be considered as the basis of a claim against the OWNER on the contract. The Contractor and subcontractors shall comply with Section 1777.6 which stipulates that it shall be accept otherwise qualified employees as solely on the grounds of race, religious origin, ancestry, sex, or age (of such provided in Section 3077. WORKER'S COMPENSATION CERTIFICATE unlawful to refuse to registered apprentices creed, color, national employee), except as Section 3700 of the State Labor Code requires that every employer shall secure the payment compensation by either being insured against liability to pay compensation with one or more insurers or by securing a certificate of consent to self -insure from the State Director of Industrial Relations. In accordance with this section and with Section 1861 of the State Labor Code, the contractor shall sign a Compensation Insurance Certificate (on enclosed form) which is included with the Contract Agreement, and submit same to OWNER and Construction Manager along with the other required contract documents, prior to performing any work. Reimbursement for this requirement shall be considered as included in the various items of work. IB-6 CLAYTON ACT AND CARTWRIGHT ACT Section 7103 of the Public Contract Code specifies that in executing a public works contract with the Owner to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the Owner 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 Owner tenders final payment to the Contractor without further acknowledgment by the parties. SUBSTITUTION OF SECURITIES In conformance with the State of California Public Contract Code, Section 22300, the contractor may substitute securities for any monies withheld by the OWNER to ensure performance under the contract. At the request and expense of the contractor, securities equivalent to the amount withheld shall be deposited with a State or Federally chartered bank as the escrow agent who shall pay such monies to the contractor upon notification by OWNER and CONSTRUCTION MANAGER of Contractor's satisfactory completion of the contract. The type of securities deposited and the method of release shall be approved by the OWNER. SUBLETTING AND SUBCONTRACTING Pursuant to the Subletting and Subcontracting Fair Practices Act (commencing with Section 4100 of the Government Code), bidders are required to list in their proposal the name and location of place of business of each subcontractor who will perform work or labor or render services in or about the construction of the work or improvement or a subcontractor who specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the Plans and Specifications in excess of 1/2 of 1% of this prime contractor's total bid. Failure to list a subcontractor for a portion of the work means that the prime contractor will do that portion of the work. It is the OWNER'S intent for the Subletting and Subcontracting Fair Practices Act to apply to all phases of the work. The list of subcontractors (on enclosed form) shall be executed and submitted with the proposal. IB-7 BIDDER'S NAME PROPOSAL FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA TO OWNER: In accordance with OWNER'S "Notice Inviting Sealed Bids", the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals, required for the above stated project as set forth in the Plans, Specifications, and Contract Documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and Contract Documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with OWNER at the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to OWNER of the Bid Bond accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Proposal Bid Sheet are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts. BIDDER certifies that it has visited the construction site and familiarized itself with the local conditions under which the work is to be performed. Furthermore, BIDDER certifies that it will be responsible for incorporating into it's bid whatever contingencies it feels are necessary to account for any site conditions which are discernible by a reasonable investigation. P-1 BIDDER agrees and acknowledges that it is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workman's compensation or to undertake self-insurance in accordance with the provisions of that code, and that the BIDDER will comply with such provisions of that code before commencing the performance of this Contract if awarded to it. BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the OWNER is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that this proposal is in all respects fair and without collusion or fraud. BIDDER certifies that affirmative action has been taken to seek out and consider disadvantaged business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been carefully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. BIDDER certifies that he currently possesses a Class "A" or a combination of Class "C" licenses as required to perform the work. Bidder declares that his license number is and that the license expiration date is DATED: BIDDER: BIDDER'S ADDRESS: BY: TITLE: PHONE: FAX: P-2 CONTRACTOR'S LICENSING STATEMENT The undersigned certifies that bidder is licensed in accordance with the laws of the State of California providing for the registration of Contractors. Contractor's License Number & Class Date of Issuance Date of Expiration Name of Individual Contractor (print or type): Signature of Owner Business Address or Name of Firm Business Address Name Address Name Title Address or Name of Corporation Business Address Corporation organized under the laws of the. State of Signature of President of Corporation Signature of Secretary of Corporation Date P-4 LIST OF SUBCONTRACTORS BIDDER proposes to subcontract certain portions of the work as follows: Name Under Which Address of Percent Specific Subcontractor License Office, of Total Description of is Licensed No. Mill or Shop Contract Subcontractor ALL ITEMS OF INFORMATION REQUESTED ON THIS PAGE ARE REQUIRED. BIDDERS SHALL SPECIFY EACH SUBCONTRACTOR WHO WILL PERFORM WORK OR LABOR OR RENDER SERVICE TO THE PRIME CONTRACTOR IN AN AMOUNT IN EXCESS OF ONE HALF OF ONE PERCENT (0.5%) OF THE PRIME CONTRACTOR'S TOTAL BID. FAILURE TO LIST ALL INFORMATION AS REQUESTED ABOVE MAY RESULT IN DISQUALIFICATION OF THE BID. P-5 BIDDER'S INFORMATION BIDDER certifies that the following information is true and correct: Bidder's Name: Bidder's Address: Telephone: FAX• State Contractor's License No. and Class Original Date Issued: Expiration Date: The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal: The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows: P-3 REFERENCES The following are the names, addresses, and phone numbers for three public agencies for which BIDDER has performed similar work within the past two years: NAME/TTTLE: AnDPES,S : PHONE: FAX NAME/TITLF : ADDRESS: PHONE: FAX: NAME/TITLE,: ADDRESS: PHONE: FAX: P-6 1 1 t 0 t t DESIGNATOR OF SURETIES The following are the names, addresses, and phone numbers for all brokers and sureties from whom BIDDER intends to procure insurance and bonds: NAME/TTTT,E ADDRESS: PHONE: FAX NAME/TITLE: AT)T)RESS : PHONE: FAX: ADDRESS - PHONE : FAX: P-7 BID BOND FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA KNOW ALL MEN BY THESE PRESENTS that we, the undersigned, (hereafter called "Principal"), and , (hereafter called "Surety"), are held and firmly bound unto the Sierra Lakes Land Company, LLC (hereafter called "OWNER"), in the sum of dollars ($ ), for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves and our successors and assigns. SIGNED this day 'of .20 The condition of the above obligation is such that whereas the Principal has submitted to the OWNER a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the construction of the • NOW THEREFORE, a. If said Bid is rejected, or b. If said Bid is accepted and Principal executes and delivers a contract in the attached Agreement form within ten (10) days after acceptance (properly completed in accordance with said Bid), and furnishes insurance certificates and endorsements, bonds for faithful performance of said Contract and for the payment of all persons performing labor or furnishingmaterials in connection therewith, and all other required documents, 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 Surety for any and all claims hereunder shall, in no event, exceed the amount of this obligation as herein stated. For value received, Surety hereby stipulates and agrees that the obligation of said Surety and its .bond shall be in no way impaired or affected by any bidding errors or extension of the time within which the OWNER may accept such Bid, and said Surety hereby waives notice of any such extension. (Page 1 of 3) P-8 IN WITNESS WHEREOF, Principal and hands and seals, and such of them their corporate seals to be hereto signed by their proper officers, forth above. • ATTEST: (if corporation) Surety have hereunto set their as are corporations have caused affixed and these presents to be on the day and year first set PRINCIPAL: By: By: Title: Title: (Corporate Seal) SURETY: ATTEST: By: By: Title: Title: (Corporate Seal) IMPORTANT: Surety 'companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety.' insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal grant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. Any claims under this bond may be addressed to: (Name and address of Surety) (Name and address of Agent or Representative for service of process in California, if different from above) (Telephone Number and FAX Number of Surety and Agent or Representative for service of process in California) (Page 2 of 3.) P-9 ALL PURPOSE ACKNOWLEDGEMENT STATE OF ss. COUNTY. OF On before me, DATE NAME, TITLE OF OFFICER personally appeared NAME (S) OF SIGNER (S) [ ] personally known to me -OR- [ ] proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me than he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. Witness my hand and official seal. SIGNATURE OF NOTARY NOTE: A copy of the Power of Attorney to local representatives of the bonding company must be attached hereto. (Page 3 of 3) P-10 STATE OF COUNTY OF NON -COLLUSION AFFIDAVIT ss. (Name of Affiant) says that he/she is , being first duly sworn, (Title) (Name of Bidder) 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; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or 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 of anyone interested in the proposed 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 the contents thereof, or divulged information 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. (Signature) (Typed Name) NOTARY PUBLIC IN AND FOR THE STATE OF SUBSCRIBED BEFORE ME on this My Commission Expires: (Title) day of , 20 Notary Public P-11 CERTIFICATION OF NON-DISCRIMINATION BY CONTRACTORS Labor Code Section 1735 requires that no discrimination be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status or sex of such person, except as provided in Government Code Section 12940. The firm listed below certifies that it does not discriminate in its employment with regard to the factors set forth in Labor Code Section 1735; that it is in compliance with all federal, state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal employment opportunity in employment. We agree specifically: 1. To establish or observe employment policies which affirmatively promote opportunities for minority persons at all job levels. 2. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those serving minority communities, and to the minority communities at large. 3. To take affirmative steps to hire minority employees within the company. FIRM TITLE OF PERSON SIGNING SIGNATURE DATE Please include any additional information available regarding equal opportunity employment programs now in effect within your company. P-12 PROPOSAL BID SHEET FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA ITEM DESCRIPTION ESTIMATED UNIT NO. QUANTITY PRICE AND UNIT TOTAL 1 Install 8" Extra Strength V.C.P. Sewer 1,300 LF 2 Construct 48" Dia. Precast Manhole per City of Fontana Std. Drawing No. 112 5 EA 3 Install 8" V.C.P. 1 EA $ $ TOTAL AMOUNT BID $ TOTAL AMOUNT IN WORDS P-13 PROPOSAL BID SHEET FOR CONSTRUCTION OF. Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA NOTE: The estimated quantities listed in the Proposal Bid Sheet(s) are supplied to give an indication of the general scope of the work, but the accuracy of these figures is not guaranteed and the bidder shall make his own estimates from the drawings. In case of a variation between the unit price and the totals shown by the bidder, the unit price will be considered to be the bid. The Contractor shall perform, with its own organization, contract work amounting to at least 50 percent of the Contract Price, except that any designated "Specialty Items" may be performed by subcontract and the, amount of any such "Specialty Items" so, performed may be deducted from the Contract Price before computing the amount of work required to be performed by the Contractor with its own organization. The OWNER reserves the right to reject any and or all bids, or to waive any information on any one or all bids received. The OWNER specifically reserves the right to delete, reduce all or any portion of the work at any time prior to authorization to proceed with this portion of work. The Lump Sum prices shown in the above proposed bid sheet shall include Full Compensation to complete and maintain the work shown on the Plans or in the Specifications. . BIDDER'S NAME TELEPHONE NUMBER FAX NUMBER P-14 1 i i 1 PROPOSAL IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all forenamed principals this day of , 20 . BIDDER Subscribed and sworn to this NOTARY PUBLIC Day of , 20 1 By 1 Title The undersigned representative of the CITY acknowledges that this proposal was received and opened at the time and in the place specified, and that it was accompanied by the required guarantee in the amount of ten percent (100) of the total bid. By Title P-15 PROPOSAL BID SHEET FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA ADDENDUM ACKNOWLEDGMENT I have received the addenda listed below: Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date Addendum No Date Addendum No. Date Addendum No. Date BIDDER'S NAME NAME/TITLE SIGNATURE TELEPHONE NUMBER FAX NUMBER CONTRACT AGREEMENT FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA THIS CONTRACT AGREEMENT is made and entered into for the above stated project this day of , 20 , BY AND BETWEEN THE Sierra Lakes Land Company, LLC as OWNER, and , as CONTRACTOR.. WITNESSETH that OWNER and CONTRACTOR have mutually agreed as follows: ARTICLE I The CONTRACT DOCUMENTS for the aforesaid project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal Documents, General Conditions,. Standard Specifications, Special Provisions, Plans, (Drawing No. 2873, Sheets No. 1 through 2), and all referenced specifications, details, standard drawings, and appendices; together with this Contract Agreement and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said CONTRACT DOCUMENTS are made a part hereof as though fully set forth herein. ARTICLE II For and in consideration of the payments and agreements to be made and performed by OWNER, CONTRACTOR agrees to furnish all materials and perform all work required for the above stated project, and to fulfill all other obligations as set forth in the aforesaid CONTRACT DOCUMENTS. CA-1 ARTICLE III CONTRACTOR agrees to receive and accept the prices set forth in the PROPOSAL BID SHEET(S) as full compensation for furnishing all materials, equipment, tools and labor performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. ARTICLE IV OWNER hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, equipment, tools and labor, do the work, and fulfill the obligations 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 set forth in the contract documents. ARTICLE V CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions of that code, and certifies compliance with such provisions. ARTICLE VI CONTRACTOR shall defend, indemnify and hold harmless, OWNER, and the CITY, its officers, officials, agents, employees and contractors from and against all claims, damages, losses and expenses, including attorney's fees, arising out of or resulting from performance of work under this Contract and which are attributable to bodily injury, sickness, disease or death, or to injury to or destruction of property, including the loss of use resulting therefrom, caused in whole or in part by any act or omission of the Contractor or anyone directly or indirectly employed or engaged by it or for whose acts it may be liable. CA-2 Without limiting the generality of the foregoing paragraph, Contractor specifically agrees to indemnify and hold harmless OWNER, and the CITY, its officers, officials, agents, employees, and contractors from and against all claims, damages, losses, penalties, fines and expenses (including attorney's fees and litigation costs) arising out of or in anyway resulting from Contractor's failure to perform the work required of it under this Contract in the manner required by this Contract and applicable provisions of federal and state law. ARTICLE VII CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Contract Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. ARTICLE VIII If any legal action is required to enforce or interpret the contract documents then the prevailing party shall have the right to recover from the losing party all costs of such action including attorney fees. CA-3 1 1 CONTRACT AGREEMENT IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first written. II OWNER: CONTRACTOR: BY: BY: TITLE: TITLE: DATE: DATE: ATTEST: ATTEST: SECRETARY SECRETARY CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORK) FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the Sierra Lakes Land Company, LLC (sometimes referred to hereinafter as "OBLIGEE") has awarded to (hereinafter designated as the "Contractor", an agreement for the work described as follows): Augusta Drive and Medinah Street Sewer Improvements (hereinafter referred to as the "Public Work"); and WHEREAS, the work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated , (hereinafter referred to as the "Contract"), which Contract is incorporated herein by this reference; and WHEREAS, the Contractor is required by said Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof. NOW THEREFORE, We ,undersigned Contractor, as Principal, and a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of , as Surety, are held and firmly bound unto the OBLIGEE in the sum of Dollars ($ ), said sum being not less than one hundred percent (1000) of the total amount payable by the said OBLIGEE under the terms of the said Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the bounden Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Contract and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill the one year guarantee of all materials and workmanship; and indemnify and save harmless the OBLIGEE, its officers and agents, as stipulated in said Contract, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. (Page 1 of 4) CA-5 The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration of addition to the terms of the Contract or to the work or to the Specifications.. No final settlement between the OBLIGEE and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Contractor and Surety agree that if the OBLIGEE is required to engage the services of an attorney in connection with enforcement of the bond, each shall pay OBLIGEE'S reasonable attorney's fees incurred, with or without suit, in addition to the above sum. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 PRINCIPAL/CONTRACTOR: BY: SURETY: BY: CA-6 Attorney -in Fact (Page 2 of 4) i 1 1 1 1 1 1 1 1 1 1 1 1 1 The rate of premium on this bond is per thousand. The total amount of premium charged: (The above must be filled in by corporate surety.) IMPORTANT: Surety companies executing bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal, grant or loan funds, it must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. Any claims under this bond may be addressed to: (Name and Address of, Surety) (Name and Address of Agent or Representative for service of process in California if different from above.) (Telephone Number and FAX Number of Surety and Agent or Representative for service of process in California.) CA-7 (Page 3 of 4) ALL-PURPOSE ACKNOWLEDGMENT STATE OF ss. COUNTY OF before me, DATE NAME, TITLE OF OFFICER personally appeared NAME (S) OF SIGNER (S) [ ] personally known to me -OR- [ ] proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me than he/she/they executed the same in his/her/theirauthorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. Witness my hand and official seal. SIGNATURE OF NOTARY NOTE:A copy of the Power of Attorney to local representatives of the bonding company must be attached hereto. (Page 4 of 4) • CA-8 PAYMENT BOND (CALIFORNIA PUBLIC WORK) FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the Sierra Lakes Land Company, LLC (sometimes referred to hereinafter as "OBLIGEE") has awarded to (hereinafter designated as the "Contractor"), an agreement dated , described as follows: Augusta Dri referred to required to pursuant to We, ve and Medinah Street Sewer Improvements (hereinafter as the "Contract"): and WHEREAS, said Contractor is furnish a bond in connection with said Contract, and Section 3247 of the California Civil Code; NOW, THEREFORE, , the undersigned Contractor, as Principal; and , a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of , as Surety, are held and firmly bound unto OBLIGEE and to any and all persons, companies or corporations entitled to file stop notices under Section 3181 of the California Civil Code, in the sum of Dollars ($ ) , said sum being not less than one hundred percent (100%) of the total amount payable by the said OBLIGEE under the terms of the said Contract, for which payment will and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if said Contractor, his or its heirs, executors, administrators, successors or assigns, or Subcontractors, shall fail to pay for any materials, provisions or other supplies, implements, machinery or power used in, upon for or about the performance of the Public Work contracted to be done, or to pay any person for any work or labor of any kind, or for bestowing skills or other necessary services thereon, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of paid Contractor and his Subcontractors pursuant to Section 13020 of the (Page 1 of 4) CA-9 Unemployment Insurance Code with respect to such work and labor as required by the provisions of Section 3247 through 3252 of the Civil Code, the Surety or Sureties hereon will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In addition to the provisions hereinabove, it is agreed that this bond will insure to the benefit of any and all persons, companies and corporations entitled to serve stop notices under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or additions to the terms of the said Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. No final settlement between the OBLIGEE and the Contractor hereunder shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. Contractor and Surety agree that if the OBLIGEE is required to engage the services of an attorney in connection with the enforcement of this bond, each shall pay OBLIGEE'S reasonable attorney's fees incurred, with or without suit, in addition to the above sum. IN WITNESS WHEREOF, we have hereunto set our hands and seals this, day of , 20 PRINCIPAL/CONTRACTOR: By: SURETY: By• Attorney -in -Fact (Page 2 of 4) CA-10 IMPORTANT: Surety companies executing bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal, grant or loan funds, it must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent or Representative for service of process in California if different from above) (Telephone Number and FAX Number of Surety and Agent or Representative for service of process in California) CA-11 (Page 3 of 4) ALL-PURPOSE ACKNOWLEDGMENT STATE OF SS. COUNTY OF 11 ON before me, DATE NAME, TITLE OF OFFICER I personally appeared I NAME (S) OF SIGNER (S) I[ ] personally known to me -OR- [ ] proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are II subscribed to the within instrument and acknowledged to me than he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, 11 executed the instrument. IIWitness my hand and official seal. I SIGNATURE OF NOTARY I NOTE: A copy of the Power of Attorney to local representatives of 11 the bonding company must be attached hereto. 1 (Page 4 of 4) 11 CA-12 GENERAL LIABILITY ENDORSEMENT Sierra Lakes Land Company, LLC 1156 N. Mountain Avenue Upland, CA 91786 (909) 985-0971 A. POLICY INFORMATION Endorsement # 1. Insurance Company: Policy Number: 2. Policy Term (From): (To): Endorsement Effective Date: 3. Named Insured: 4. Address of Named Insured: Additional Insured(s): City of Fontana Address of Additional Insured(s):8353 Sierra Avenue, Fontana, CA 92335 Additional Insured(s): Lewis Operating Corp. Address of Additional Insured(s):1156 N. Mountain Ave. Upland, CA 91786 Additional Insured(s): KB Home Address of Additional Insured(s):801 Corporate Center Drive, #201, Pomona, CA 91768 5. Limit of Liability Any One.Occurrence/Aggregate: $ / 6. Coverage is equivalent to: Comprehensive General Liability form GL0002 (Ed. 1/73) Commercial General Liability "Occurrence" form CG0001 7. Bodily injury and Property Damage Coverage is: "occurrence" Note: The Sierra Lakes Land Company, LLC (OWNER) standard insurance requirements specify "occurrence coverage". "Claims -made" coverage is not acceptable. If commercial general liability form or equivalent is used, the general aggregate must apply separately to this location/project or the general aggregate must be twice the occurrence limit. 8. Description of Project: CA-13 B. POLICY AMENDMENTS This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as follows: 1.INSURED. As respects any work performed on the above -described Project, the OWNER and the CITY, its elected or appointed officers, officials, employees, consulting engineers, and volunteers are included as insured with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, or (c) premises owned, leased or used by the Named Insured. 2.CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the Named Insured on the above -described Project for or on behalf of the OWNER; or (b) products sold by the Named Insured to the OWNER for use on the Project; or (c) premises leased by the Named Insured from the OWNER, the_ insurance afforded by this policy shall be primary insurance as respects the OWNER and the CITY, its elected or appointed officers, officials, employees, consultants, or volunteers; or stand in an unbroken chain of coverage excess of the Named Insured's schedule underlying primary coverage. In either event, any other insurance maintained by the OWNER and the CITY, its elected or appointed officers, officials, employees, consultants, or volunteers shall be in excess of this insurance and shall not contribute with it. 3.SCOPE OF COVERAGE. This policy, if primary, affords coverage at least as broad as: (1) Insurance Services Office Form Number GL 0002 (Ed. 1/73), Comprehensive General Liability Insurance and Insurance Services Office form number GL.0404 Broad Form Comprehensive General Liability endorsement; or (2) Insurance Services Office Commercial General Liability Coverage, "occurrence" form CG 0001; or (3) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding sections (1) and (2). 4.SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respects to the Company's limit of liability. CA-14 5.PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the OWNER and the CITY, its elected or appointed officers, officials, employees, consultants or volunteers. 6.CANCELLATION NOTICE. The insurance afforded by this policy shall not be cancelled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the OWNER and the CITY at least 45 days prior to the effective date of the nonrenewal, suspension or modification or at least 30 days prior to the effective date of cancellation. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN- (Title) (Department) (Company) (Street Address) (City) (State) (Zip Code) (Telephone Number) (FAX Number) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, , warrant that I have authority to bind (print/type name) the below listed insurance company and by my signature hereon do so bind this company. (SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the OWNER) ORGANIZATION: TITLE: ADDRESS: TELEPHONE: FAX: CA-15 AUTOMOBILE LIABILITY ENDORSEMENT Sierra Lakes Land Company, LLC 1156 N. Mountain Avenue Upland, CA 91786 (909) 985-0971 A. POLICY INFORMATION Endorsement # 1. Insurance Company: Policy Number: 2. Policy Term (From): (To): Endorsement Effective Date: 3. Named Insured: 4. Address of Named Insured: Additional Insured(s): City of Fontana Address of Additional Insured(s):8353 Sierra Avenue, Fontana, CA 92335 Additional Insured(s): Lewis Operating Corp. Address of Additional Insured(s):1156 N. Mountain Ave. Upland, CA 91786 Additional Insured(s): KB Home Address of Additional Insured(s):801 Corporate Center Drive, #201, Pomona, CA 91768 5. Limit of Liability Any One Occurrence/Aggregate: $ / 6. Coverage is equivalent to: Comprehensive General Liability form GL0002 (Ed. 1/73) Commercial General Liability "Occurrence" form CG0001 7. Bodily injury and Property Damage Coverage is: "occurrence" Note: The Sierra Lakes Land Company, LLC •(OWNER) standard insurance requirements specify "occurrence coverage". "Claims -made" coverage is not acceptable. If commercial general liability form or equivalent is used, the general aggregate must apply separately to this location/project or the general aggregate must be twice the occurrence limit. 8. Description of Project: CA-16 B. POLICY AMENDMENTS This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as follows: 1. INSURED. The OWNER and the CITY, its elected or appointed officers, officials, consultants, employees and volunteers are included as insured with regards to damages and defense of claims arising from: the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Named Insured regardless of whether liability is attributable to the Name Insured or a combination of the Name Insured the OWNER and the CITY, its elected or appointed officers, officials, employees, consultants or volunteers. 2. CONTRIBUTION NOT REQUIRED. As respects work performed by the Named Insured for or on behalf of the OWNER, the insurance afforded by this policy shall: (a) be primary insurance as respects the OWNER, and the CITY, its officials, employees and consultants; or (b) stand in an unbroken chain of coverage in excess of the Named Insured's primary coverage. In either event, any other insurance maintained by the OWNER, and the CITY, its officials, employees and consultants shall be in excess of this insurance and shall not contribute with it. 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage to the Named Insured at least as broad as: (1) Insurance Services Office form number CA 00001 (Ed.. 1/78), Code 1 ("any auto") and endorsement CA 0025. (2) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding Section (1) . 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respect to the Company's limit of liability. 5. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the OWNER and the CITY, its officials, employees and consultants. CA-17 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be canceled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the OWNER at least 45 days prior to the effective date of the non -renewal, suspension or modification or at least 30 days prior to the effective date of cancellation. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN• (Title) (Department) (Company) (Street Address) (City) (State) (Zip Code) (Telephone Number) (Fax Number) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, , warrant that I have authority to bind (print/type name) the below listed insurance company and by my signature hereon do so bind this company. (SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the OWNER) ORGANIZATION: TITLE: ADDRESS: TELEPHONE: FAX: CA-18 WORKER'S COMPENSATION/EMPLOYER'S LIABILITY ENDORSEMENT Sierra Lakes Land Company, LLC 1156 N. Mountain Avenue Upland, CA 91786 (909) 985-0971 A. POLICY INFORMATION Endorsement # 1. Insurance Company: ("the Company") Policy Number: 2. Effective Date of This Endorsement: 3. Named Insured: 4. Additional Insured(s)• S'TTY OF FONTANA 5. Address of Additional Insured(s): 8351 SIERRA AVENUE, FONTANA, CA 92335 6. Additional Insured(s) : LEWTS OPERATING CORP. 7. Address of Additional Insured(s) 1156 N. MOTTNTATN AVENUE', UPLAND, CA 91786 8. Additional Insured(s)• KB HOME 9. Address of Additional Insured(s):801 CORPORATE CENTER DR #201 JTPLAND, CA 91768 10. Employer's Liability Limit (Coverage B): B. POLICY AMENDMENTS This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it. is agreed as follows: 1. Cancellation Notice. The insurance afforded by this policy shall not be canceled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the OWNER and the CITY at CA-19 least 45 days prior to the effective date of the non -renewal, suspension or modification or at least 30 days prior to the effective date of cancellation. Insurance Code Section 674 provides that a policy of liability insurance issued to a local public entity, including CITY, as a name insured shall not be cancelled or renewal of such a policy declined for reasons other than nonpayment of premium unless notice is mailed by certified mail return receipt requested has been given to the OWNER and the CITY at least 45 days prior to the effective date of the nonrenewal or at least 30 days prior to the effective date of cancellation. 2. Waiver of Subrogation. The Insurance Company agrees to waive all rights of subrogation against the OWNER and the CITY, its officials, employees and consultants for losses paid under the terms of this policy which arise from work performed by the Named Insured for the OWNER. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN: (Title) (Department) (Company) (Street Address) (City) (State) (Zip Code) (Telephone Number) (FAX Number) D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, , warrant that I have authority to bind (print/type name) the below listed insurance company and by my signature hereon do so bind this company.. SIGNATURE OF AUTHORIZED REPRESENTATIVE (Original Signature required on endorsement furnished to the OWNER) ORGANIZATION: TITLE:' ADDRESS: TELEPHONE: CA-20 FAX: WORKER'S COMPENSATION INSURANCE CERTIFICATION Pursuant to Section 1861 of the State Labor Code, (amended by Stats. 1979, C.373, p. 1343,) each contractor to whom a contract has been awarded shall sign the following certificate and shall submit same to the OWNER prior to performing any work on the contract. I am aware of the provisions of. Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of work of this contract. Contractor: By: Title: Date: Section 3700 of the State Labor Code reads as follows: "Every employer except the State shall secure the payment of compensation in one or more of the following ways:" (A) "By being insured against liability'to pay compensation in one or more insurers duly authorized to write compensation insurance in this state." (B) "By securing from the Director of Industrial Relations, a certificate of consent to self -insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his employee." (Amended by State. 1978, c. 1379, p. 4571) CA-21 GENERAL CONDITIONS FOR CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA SCOPE OF WORK The work to be done consists of furnishing all materials, equipment, tools, labor, transportation, services and incidentals as required by the contract documents to complete the work for the above stated project. The general items of work to be done hereunder consist of construction of: CITY Plans, Drawing No. 2873, Sheet No. 1, through 2. LOCATION OF WORK The general location and limits of the work are as follows: Augusta Drive from Medinah Street to Sierra Lakes Parkway. TIME OF COMPLETION The Contractor shall complete all work in every detail within 30 working days after the date of Notice to Proceed, exclusive of maintenance periods. The Contractor shall place the order for materials within 10 working days following project award by OWNER. Verification of order shall be presented to OWNER. LIQUIDATED DAMAGES Failure of the Contractor to complete the work within the time allowed will result in damages being sustained by the OWNER. The liquidated damages to be paid to the OWNER or to be deducted from any payments due or to become due to the Contractor for each consecutive calendar day the Contractor needs to complete the whole or any specified portion for the work beyond the time allowed in the specifications are prescribed in the Special Provisions, pursuant to Public Contracts Code Section 10226. GC-1 TRAFFIC REQUIREMENTS A minimum of one (1) travel lane in each direction shall be maintained on all paved streets within the construction zone at all times. Access shall be provided to all intersecting local streets and driveways at all times. The Contractor shall submit a plan detailing the delineation and protective measures to be undertaken for OWNER and CITY and other agencies' approval. Said plan shall identify construction phasing which shall not disrupt existing traffic circulation patterns. Delineation shall be in accordance with the California Department of Transportation Traffic Manual as approved by the City Traffic Engineer. No street closures shall be made without the prior approval of the ENGINEER and other agencies involved. (See SP-13) Steel plate covers shall be installed per Work Area Traffic Control Handbook (Place Bridging) over all open trenches at the close of construction each day so that a minimum of one (1) travel lane in each direction can be maintained during non -construction hours. HAZARDOUS MATERIALS Public Contract Code Section 7104 requires a contractor to notify the public entity of various problems, including the existence of possible hazardous materials, as follows: If the work entails digging a trench or other excavation four (4) feet or more in depth, contractor shall promptly, and before the following conditions are disturbed, notify the CITY AND OWNER in writing or any material that the contractor believes may be hazardous waste; any subsurface and latent physical conditions at the site differing from those indicated; or any unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as in inherent in the work of the character provided for in the contract. UTILITY REQUIREMENTS The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1/800/422-4133. Contractor shall contact USA as specified and shall provide the Agency with proof of contact with USA upon request. GC-2 The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated. 1. Fontana Union Water Company Local Telephone(909) 822-9190 USA Member Utility, Phone 1-800-227-2600 2. Fontana Water Company Local Telephone: (909) 822-2201 USA Member Utility, Phone 1-800-422-4133 3. Marygold Mutual Water Company Local Telephone: (909) 877-0516 4. Pacific Bell (Riverside Engineering Division) Local Telephone: (909) 359-2520 USA Member Utility, Phone 1-800-227-2600 5. Southern California Edison Company (909) 357-6223 Local Telephone: (909) 357-6223 (No.of Merrill Ave.) (909) 357-6231 (So.of Merrill Ave.) USA Member Utility, Phone 1-800-227-2600 6. Southern California Gas Company Local Telephone: 1-800-427-2200 John Oates (909) 335-7744 Fax (909) 335-7527 USA Member Utility, Phone 1-800-227-2600 7. Fontana Community Development Department (Sewers and Storm Drain) Local Telephone: (909) 350-7610 (Engineering) (909) 350-6760 (Maint. yard) 8. Adelphia Cable (formerly Comcast Cable) Local Telephone: (909) 390-4738 9. Inland Empire Utilities Agency Local Telephone: (909) 357-0241 10. Southern Pacific Railroad Local Telephone: (213) 629-6161 Fiber Optic Cable: (800) 283-4237 11. Cal Trans - Ebi Sianiki Local Telephone: (909) 383-4536 12. Metropolitan Water District of Southern California Local Telephone: (213) 250-6432 GC-3 13. U.S. Sprint Local Telephone: (909) 874-8860 14. San Bernardino County Flood Control District Local Telephone: (909) 387-2738 15. Verizon (formerly GTE) Local Telephone: (800) 482-6711 16. AT & T Local Telephone: (909) 526-2556 17. Santa Fe Pacific Pipeline Local Telephone: (909) 877-2373 18. West San Bernardino Water Company Local Telephone: (909) 875-1804 19. Cucamonga County Water Company Local Telephone: (909) 483-7440 The California Public Utility Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the Southern California Gas Company's Headquarters Planning Office at (909) 793-2725 at least two (2) working days prior to the start of construction. The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not, and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period, and shall- be responsible for preparation and processing. of any required plans or permits. The Contractor shall assume full responsibility to maintain uninterrupted service for all utilities, including temporary service connections. By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this project. The contractor shall schedule the work and conduct the operations so as to permit access and time for the required utility work to be accomplished during the progress of the work. The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time in the schedule. Payment for the above, including coordination, protection in place, and temporary connections, shall be deemed as included in the items of work as shown on the proposal bid sheet and no additional compensation will be allowed. GC-4 To the extent required by Government Code Section 4215, the OWNER shall compensate Contractor for the costs of locating and repairing damage to utility facilities not due to the failure of Contractor to exercise reasonable care, and for removing or relocating main or trunk line facilities not indicated in the plans with reasonable accuracy, and for equipment necessary idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of OWNER to provide for removal or relocation of such utility facilities. The Contractor shall "pothole" to determine the exact horizontal and vertical location of the underground utilities and conduits including but not limited to existing water, gas, storm drain, sewer, electric, telephone, cable t.v. and signalization conduits where the conduits will cross as shown on the plans, marked in field, or as directed by the ENGINEER, in conformance with Section 5-1 of the Standard Specifications, and shall immediately notify the Engineer in case of conflict. This shall be the first item of work completed. The Contractor shall be responsible for obtaining the horizontal and vertical measurements to the utility once exposed. The area of pavement removed for potholing shall be the minimum required to perform the work. Pavement removal, if required, shall be by saw cutting. Following excavation in paved areas, the existing soil shall be replaced and compacted to 95% or greater to a level of one foot below the existing pavement. Asphalt cold mix shall then be added and compacted to a level flush with the existing finished surface. In areas without paving, the soil shall be replaced and compacted to a level even with the adjacent grade. All backfilling and compacting for potholing shall be completed under the review of the Inspector. Any backfilling or compaction done without proper inspection will require submittal of a soils report confirming compaction of subgrade and base and gradation conformance prior to final release: Compaction testing will be performed by the OWNER. For potholing done without the proper supervision, the cost of testing shall be deducted from the compensation paid to the Contractor for potholing. The Inspector may, at his discretion, order testing for any area he believes to be below the required compaction, whether he has reviewed the work or not. If the suspect area fails to meet the required compaction, the Contractor shall rework the area until the specified density is obtained. The OWNER shall then retest the area for compliance. The cost of all testing within these areas shall be deducted from the compensation paid for potholing. If the suspect area meets the compaction requirements, the testing will be at the OWNER'S expense and the cost will not be deducted from the compensation paid for potholing. GC-5 Cold mix patches shall remain in place a minimum of five working days to assure proper compaction. Cold mix patches within the proposed areas to be repaved may remain in place until such time as the final paving is undertaken. The Contractor shall maintain full responsibility for the temporary cold mix patch and shall complete all required maintenance and repairs until final paving is completed. Following approval of the waiting period by the CITY, the Contractor shall remove the temporary cold mix in areas outside the repaving limits and construct the final patch using a C2- AR4000 hot mix asphalt. A tack coat shall be applied to the pavement edges and surrounding areas. The thickness of the asphalt concrete layer shall be one inch greater than the existing section, but not less than four inches. Payment for potholing shall be considered as included in the prices paid for various items of work and shall include full compensation for furnishing all materials, labor, tools and equipment to provide this item of work, complete in place, including pavement removal, excavation, measurement, backfilling, compacting, temporary and final patch, maintenance, temporary and permanent striping, and all appurtenant related work and no additional compensation will be allowed. The bid quantity shown in the proposal sheet for potholing is an estimate only and maybe substantially different from the actual work performed by the Contractor. The exact number of potholes to be performed by the Contractor shall be as determined by the ENGINEER in the field. Payment for potholing will be made at the contract unit bid price only for the work actually performed and pre -approved to be performed at each location by the ENGINEER in the field and shall not be subject to the provisions of Section 3- 2 of the Standard Specifications. If no pay item is provided in the Contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work. UTILITIES SERVICE CHARGES The contractor is responsible for all utilities service charges related to the work during the course of construction and construction maintenance periods until the project has been accepted by the OWNER. Payment for the utilities service charges shall be considered as included in the prices paid for various items of work and no additional compensation will be made therefor. GC-6 FLOW AND ACCEPTANCE OF WATER It is anticipated that storm, surface or other waters will be encountered at various times during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly; and Contractor submitting a bid assumes all said risk. The Contractor shall conduct his operations in such a manner that storm or other existing waters may proceed uninterrupted along their existing drainage courses. Diversions of water for short reaches to protect construction in progress will be permitted if public and/or private properties, in the opinion of the ENGINEER, are not subject to probability of damage. The Contractor shall obtain written permission from the applicable public agency or property OWNER before any diversion of water outside of right of way will be permitted. If damage occurs to the property or improvement due to the interruption of a drainage course by the Contractor all cost for the repairs will be borne by the Contractor. REMOVAL OF WATER The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water nor shall water be allowed to rise over them until the concrete or mortar has set at least two (2) hours. Water shall not be allowed to rise unequally against the wall for a period of twenty-eight (28). days. Dewatering for the structures and pipelines shall commence when ground water is first encountered, and shall be continuous until such time as water can be allowed to rise in accordance with the above paragraph. Dewatering shall be accomplished by well points or some other method which will insure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject the approval of the ENGINEER. Disposal of water from dewatering operations shall be the sole responsibility of the Contractor. Disposal methods shall conform to the Porter -Cologne Water Quality Control Act, 1974, the Federal Water Pollution Control Act Amendments of 1972, and the California Administrative Code, Title 23, Chapter 3. Full compensation of dewatering shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefor. GC-7 FURNISHING AND APPLYING WATER Furnishing and applying water shall conform to the application provisions of the Standard Specifications. Full compensation for furnishing and applying water will be considered as included in the prices paid for various items of work and no additional compensation will be made therefor. The Contractor shall make application for a permit for a temporary water meter as required. CLEANUP AND DUST CONTROL Cleanup and dust control shall conform to Section 7-8.1 of the Standard Specifications. Full compensation for furnishing all labor, materials, equipment, and incidentals to clean up and control the dust as specified above shall be considered as included in various items of work and no additional compensation will be allowed therefor. TRENCH SAFETY AND SHEETING, SHORING, AND BRACING EXCAVATION The Contractor shall utilize sheeting, shoring and bracing as required to minimize the trench width or to protect existing improvements or utilities in place as required for this project. In accordance with Sections 6500 and 6705 of the Labor Code, the Contractor is required to obtain a permit from the division of Industrial Safety for any trench or excavation which is five feet or more in depth and into which a person is required to descend. The Contractor shall furnish all labor, equipment, and materials required to design, construct, and remove all sheeting, shoring and bracing or other equivalent method of support of this project. Excavation for any trench five (5) feet or more in depth shall not begin until the Contractor has received an acknowledgement from the ENGINEER of the Contractor's detailed plan for worker protection from hazards of caving ground. Such plan shall be submitted at least five (5) days before the Contractor intends to begin excavation and shall show the details of the design of shoring, bracing, shielding or other provisions to be made for worker protection during excavation. No such plan shall allow the use of shoring, sloping or a protective system less effective than required by Construction Safety Orders of the Division of Industrial Safety and if such Plan varies from the shoring system standards established by the Construction Safety Orders, the Plan shall be prepared and signed by a Professional Engineer who is registered as a Civil or Structural Engineer in the State of California. GC-8 Prior to the beginning of excavations requiring shoring, the Contractor shall designate in writing to the OWNER someone whose responsibility it is to supervise the project safety measures and someone whose responsibility it is to supervise the installation and removal of sheeting, shoring and bracing. In addition to shoring the excavations in accordance with the minimum requirements of Industrial Safety Orders, it shall be the Contractor's responsibility to provide any and all additional shoring required to support the sides of the excavation against the effects of loads which may exceed those desired by using the criteria set forth in the Industrial Safety Orders. The Contractor shall be solely responsible for any damages which may result from his failure to provide adequate shoring the excavation under any or all of the conditions of loading which may exist or which may arise during construction of the project. The Contractor is advised that the OWNER has provided the Contractor with evidence of existing right of way and temporary construction easements as approved to date. The Contractor by submitting a bid agrees to work within the right of way as provided and no other compensation for tight working areas will be provided. Payment for sheeting, shoring, bracing, and all appurtenant related work shall be considered as included in the lump sum price bid for sheeting, shoring, bracing and all appurtenant related work and no additional compensation will be allowed. STANDARD SPECIFICATIONS The Standard Specifications of the CITY are contained in the latest edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (Green Book) including all supplements 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. Copies of these Standard Specifications are available from the publisher: Building News, Incorporated 10801 National Boulevard, Suite 100 Los Angeles, California 90064 (800) 873-6397, Fax (714) 535-8078 The Standard Specifications set forth above will control the general provisions, construction material, and construction methods for this contract except as amended by the Plans, Special Provisions, or other contract documents. GC-9 The section numbers of the following Special Provisions coincide with those of the Standard Specifications for Public Works Construction. 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. References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (latest edition) of the State of California, Department of Transportation. Copies of these specifications and standard drawings may be obtained from: State of California - Department of Transportation Central Publication Distribution Unit 6002 Folsom Blvd. Sacramento, CA 95819 References Special Provisions to Standard Plans shall mean the Standard Plans of the CITY or other governing agencies' as specified. 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 and 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. WAGE RATES AND LABOR CODE REQUIREMENTS Wage Rates The Contractor and all Subcontractors shall be required to adhere to the general prevailing rate or per diem wages as determined, and published by the State Director of the Department of Industrial Relations, pursuant to Sections 1770, 1773, and 1773.2 of the California Labor Code. Copies of these rates and the latest revisions thereto are on file in the Office of the Secretary of the Board of Directors and are available for review upon request. GC-10 Attention is directed to the provisions of Sections 1774, 1775, 1776, 1777.5 and 1777.6 of the State Labor Code. Sections 1774 and 1775 require the Contractor and all Subcontractors to pay not less than the prevailing wage rates to all workmen employed in the execution of the contract and specify forfeitures and penalties for failure to do so. The minimum wages to be paid are those determined by the State Director of the Department of Industrial Relations. Section 1776 requires the Contractor and all Subcontractors to keep accurate payroll records, specifies the contents thereof, their inspection and duplications procedures and certain notices required of the Contractor pertaining to their location. The Contractor and all subcontractors shall be required to pay travel and subsistence payments as defined in applicable collective bargaining agreements and Labor Code Sections 1773.1 and 1773.8. Eight (8) hours of labor shall constitute a legal day's work, and the time of service of any worker employed on the work shall be limited and restricted to eight (8) hours during any one calendar day and forty (40) hours in any one calendar week, except when payment of overtime is made at not less than one and one-half (1-1/2) of the basic rate for all hours worked in excess of eight (8) hours per day. The Contractor shall forfeit to the CITY, as a penalty, $25 for each worker employed in the execution of this contract by him, or by any subcontractor under him, for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day or forty (40) hours in any one calendar week without such compensation for overtime. APPRENTICES Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to the Joint Apprenticeship Committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the contract. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public work site are making such contributions. GC-11 Information relative to apprenticeship standards, contribu- tions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards. CLAYTON ACT AND CARTWRIGHT ACT Section 7103 of the Public Contract specifies that in executing a public works contract with the OWNER to supply goods, services or materials the Contractor or Subcontractor offers and agrees to assign to the OWNER 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. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professional Code, arising from the purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become the effective when the OWNER tenders final payment to the Contractor without further acknowledgment by the parties. GC-12 SPECIAL PROVISIONS FOR THE CONSTRUCTION OF Augusta Drive and Medinah Street Sewer Improvements For Community Facilities District No. 12 Sierra Lakes Fontana, CA APPLY EXCEPT AS MODIFIED BELOW, THE MOST RECENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), COMMONLY REFERRED TO AS "THE GREEN BOOK", WILL TO; AND CONTROL THIS WORK. PART 1 - GENERAL PROVISIONS SECTION 1 - TERMS,'DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS [Add the following] : Agency/Owner City Board County Construction Manager Engineer Federal State Caltrans SSPWC SBCFCD Civil Engineer Geotechnical Engineer - Sierra Lakes Land Company, LLC - City of Fontana - City Council - County of San Bernardino - Albert A. Webb Associates - City Engineer - United States of America State of California - State of California Department of Transportation - Standard Specifications for Public Works Construction - San Bernardino County Flood Control District - Madole and Associates of the Inland Empire - The RMA Group SP-1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF CONTRACT [Replace with the following] : Within ten (10) working days after the date of the Notice to Award, the Contractor shall execute and return the following documents to the AGENCY: Contract Agreement Contract Performance Bond Payment Bond General Liability and Insurance Certificate Worker's Compensation Insurance Certificate Construction Schedule Automobile Liability and Endorsement Forms and Employer Liability and Endorsement Forms Failure to comply with the above will result in annulment of the award and forfeiture of the Proposal Guarantee. The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized officials. A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so. 2-4 CONTRACT BONDS [Add the following]: Both the Contract Performance Bond and the Payment Bond shall each be for not less than one hundred percent (10.00) of the total contract amount. The Payment Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. The Contract Performance Bond will not be released until one year after said date. SP-2 2-5 PLANS AND SPECIFICATIONS 2-5.1 General [Replace the first paragraph with the following] : The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall return the control set to the CONSTRUCTION MANAGER. Final payment will not be made until this requirement is met. Payment for the "As -Built" plans shall be considered as included in the contract prices paid for the related items of work, and no additional compensation will be allowed therefore. 2-5.3 Shop Drawings and Submittals [Add the following]: All shop drawings and submittals required by the plans and specifications shall be submitted to the CONSTRUCTION MANAGER. Contractor shall submit within ten (10) working days following "Notice To Proceed", a schedule of required submittals and shop drawings to the CONSTRUCTION MANAGER. 2-8 RIGHT OF WAY The AGENCY will acquire all rights -of -way easements and temporary construction easements as required for this project. The Contractor shall verify that the acquisition(s) is completed prior to, beginning any work outside of the public right of way. All costs for remobilization, down time, etc., due to delays in obtaining the required rights of way, easements and temporary construction easements and shall be included in the lump sum price bid for Clearing and Grubbing and no additional compensation will be allowed. SP-3 2-9 SURVEYING 2-9.2 Survey Service [Replace the first two paragraphs with the following]: The AGENCY will provide surveying and construction staking required for the construction of this project as determined by the ENGINEER. The cost of any additional surveying and/or construction staking primarily for the convenience of the Contractor, not in conformance with usual and customary practices, and for replacement of stakes lost as a result of the Contractor's operations will be the responsibility of the Contractor. The cost of saidadditional surveying shall be deducted from the Contractor's progress payments. The Contractor shall make all requests for construction stakes in writing at least 48 hours in advance of the day required. The Contractor shall set finish elevation control stakes in the field and provide "cut" sheets 48 hours in advance for review and approval by the ENGINEER. Payment for setting control stakes shall be considered as included in the price bid for the applicable items of work. SECTION 3 - CHANGES IN WORK 3-2 CHANGES INITIATED BY THE AGENCY 3-2.1 GENERAL [Add the following]: The term "Contract Price" as specified herein shall serve to mean the total dollar value of the Contractor's original bid for all of the various items of work combined and shall not be construed to mean the subtotal shown for any singular item of work. 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.3 Markup [Add the following as the first paragraph]: The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order and pickup or yard trucks used by the above personnel. These costs shall not be' reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed. SP-4 SECTION 4 CONTROL OF MATERIALS The Contractor's attention is directed to the provisions of Section 4, including the provisions regarding inspection and testing, and use of equivalent materials. The AGENCY will pay for inspection and materials testing for soil, asphalt and concrete. The Contractor shall pay for retests due to failure to meet specifications. 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General [Replace the third paragraph with the following] : If at any time defects in the work shall be found, the Contractor shall promptly correct such defects, remove and dispose of all defective and unsatisfactory work or materials. Should the Contractor fail or refuse to remove and renew any defective work performed, or to make any necessary repairs in an acceptable manner, and in accordance with the Contract Documents, the AGENCY shall cause the unacceptable or defective work to be removed or renewed, or such repairs as may be necessary to be made at the Contractor's expense. Any expense incurred by the AGENCY in making these removals, renewals, or repairs, which the Contractor has failed or refused to make, shall be deducted from any monies due or which may become due the Contractor, with Contractor being obligated to reimburse the AGENCY for any sums incurred in excess of monies due or which may become due. SECTION 5 - UTILITIES 5-1 LOCATION [Add the following paragraph]: The Contractor shall notify the utilities designated in the General Specifications at least 48 hours in advance of excavating around any of their structures. SP-5 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK [Replace with the following]: The Contractor's proposed Construction Schedule shall be submitted to the AGENCY and the CONSTRUCTION MANAGER within ten (10) working days after the date of the Notice of Award of Contract. The 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. Prior to issuing the Notice to Proceed, the AGENCY and the CONSTRUCTION MANAGER will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss change order procedure, discuss construction methods, draw procedures and clarify inspection procedures. The Contractor shall submit periodic Progress Reports to the AGENCY and CONSTRUCTION MANAGER by the tenth business day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. The Contractor is advised as to the possibility of award of other construction projects within the proposed construction zone by the AGENCY and CITY, other governing agencies, or private companies. In the event of such award(s), the Contractor shall coordinate with the applicable parties as to the extent of and time required to complete their work and shall schedule his work and conduct his operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the AGENCY and CONSTRUCTION MANAGER in the event of a delay in scheduling caused solely by this concurrent work. Payment for the above, if any, shall be deemed as included in the items of work shown on the proposal bid sheet and no additional compensation will be allowed. SP-6 6-4 DEFAULT BY CONTRACTOR [Replace the first paragraph with the following] : The AGENCY has the right to suspend the work in whole or part or cancel the contract without liability for damages, when in the AGENCY'S opinion the Contractor is not complying in good faith, has become insolvent, has assigned or subcontracted any part of the work without AGENCY'S consent, or shall fail to abide by the provisions of the Contract Documents. In the event it is necessary for the AGENCY to suspend the work as provided in this section, the Contractor shall not be entitled to any additional compensation for labor, materials, or other cost or expenses which may be incurred as a result thereof. AGENCY shall further have the right to withhold from the Contractor, any reasonable estimated sums as determined by the ENGINEER as may be required to correct the result of the Contractor's failure to abide by the provisions of the Contract Documents. The Contractor shall remain liable to the AGENCY for any correction costs in excess of cost, incurred. Should work be suspended in part, Contractor shall continue with other work unaffected by the work suspended in accordance with the regular schedule or construction practices. 6-7 TIME OF COMPLETION 6-7.1 General [Add the following]: The time for completion shall be as set forth in the General Conditions (Time of completion), page GC-1. 6-7.2 Working Day [Replace with the following]: The Contractor's activities shall be confined to the hours between 7:00 AM and 4:00 PM, Monday through Friday, excluding holidays. Deviation from these hours will not be permitted without the prior consent of the AGENCY and the ENGINEER, except in emergencies involving immediate hazard to persons or property. The Contractor shall obtain approval for any deviation from regular working hours or days by submitting a written request to the AGENCY and the ENGINEER at least 5 working days in advance, for approval by the AGENCY. and the ENGINEER. SP-7 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 service fees will be deducted from any amounts due the Contractor. 6-8 COMPLETION AND ACCEPTANCE [Replace the second paragraph with the following] The date as certified by the AGENCY and the ENGINEER and/or accepted by the AGENCY and the ENGINEER when the construction of the project or specified construction schedule thereof is sufficiently completed. Completion will be in accordance with the Contract Documents, all applicable codes and to the full satisfaction and acceptance of the CITY, County of San Bernardino, State and Federal authorities, having jurisdiction over the project so that the project or specified construction can be utilized for the purpose for which it was intended. Substantial completion shall include Contractor's furnishing of all contractor's "As Built" data as required by the AGENCY and the ENGINEER to comply with the requirements of the appropriate governmental authorities and acceptance by any governmental authority or municipality. The "Notice of Completion" shall be filed after project acceptance by the City of Fontana City Counsel. 6-9 LIQUIDATED DAMAGES [Replace with the following]: If the work is not completed within the period provided in the General Conditions, the AGENCY and the Contractor agree that it would be impractical or extremely difficult to asses the actual resulting damages to AGENCY and therefore, they agree that the sum of Five hundred ($500.00) Dollars for each and every calendar day of such delay is a reasonable estimate of the same and shall constitute liquidated damages to AGENCY in such event. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES [Add the following]: A noise level limit of 86 decibels at a distance of fifty feet shall apply to all construction equipment on or related to the job, whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel. SP-8 7-2 LABOR 7-2.2 Laws [Add the following]: The Contractor, and all subcontractors, suppliers and vendors shall comply with all CITY, STATE and FEDERAL orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. 7-3 LIABILITY INSURANCE [Replace the entire Subsection with the following] : 7-3.1 Indemnification The contractor's obligation to provide indemnification shall be as set forth in Article VI of the Contract Agreement. 7-3.2 Insurance Requirements The Insurance afforded by this policy shall not be canceled, suspended or modified, or renewal of such a policy declined unless notice is mailed, by certified mail return receipt requested, to the AGENCY and the CITY at least 45 days prior to the effective date of the non -renewal, suspension or modification or at least 60 days prior to the effective date of cancellation. The Contractor shall maintain during the life of the contract and the entire progress of the work, and until sixty (60) days after notice of completion has been filed a Comprehensive Automobile and General Liability policy. The policy shall provide for not -less than the following amounts: Bodily Injury $1,000,000 each person $2,000,000 each occurance $1,000,000 each accident for products and completed operations Property Damage $1,000,000 each accident Worker's Compensation Statutory Automobile Liability Insurance to include all owned, non - owned or hired vehicles, including loading or unloading thereof: Automobile Bodily Injury $1,000,000 each person $2,000,000 each occurance Automobile Property Damage $1,000,000 each accident SP-9 All liability insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the AGENCY and the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than 30 days before expiration or cancellation is effective. The following statement shall be included on the insurance certificate: Additional Insured: The insurer agrees that the AGENCY and the CITY, its City Council, and/or all City Council appointed groups, committees, boards and any other City Council appointed body, and/or elective and appointive officers, servants, agents or employees of the AGENCY and the CITY when acting, as such are additional insured hereunder, for the acts of the insured, and such insurance shall be primary to any insurance of the AGENCY and the CITY. The Contractor agrees to protect, defend and indemnify the AGENCY and the CITY, against loss, damage or expense by reason of any suit, claims, demands, judgments and causes of action caused by the Contractor, his employees, agents orany 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 his option, may include such coverage under this General Liability coverage. SP-10 7-3.3 Contractor's Liability The AGENCY and the CITY, its City. Council or the 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 workmen or the public; or for damage to any person or persons, either workmen or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workmen, or anyone 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 be responsible for any damage to any person or property resulting from defects or obstructions or any time before its completion and final acceptance, and shall indemnify and save harmless, as set forth in Article VI of the Contract Agreement, the AGENCY and the CITY, its City Council and the 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 AGENCY may be retained by the AGENCY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the ENGINEER, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the ENGINEER may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the ENGINEER may order the. work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due or becoming due the Contractor. Failure of the ENGINEER to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. SP-11 7-3.4 Certificates of Insurance The Contractor shall not commence work until Contractor has delivered to the AGENCY and the CITY a Certificate of Insurance executed by a duly authorized Agent of the insurance carrier specifying that the insurance affords coverage for all matters set forth in this contract in at least the minimum. amounts required. All of said certificates must show the correct job reference and location of the Jobsite and are not to state "covering all tracts". Contractor at his own cost and expense, shall insure this interest against loss resulting from fire, earth settlement, theft, embezzlement, riot or any other cause whatsoever. 7-5 PERMITS [Replace the first sentence with the following]: Prior to the start of any work, the Contractor shall take out the applicable CITY permits and make ,arrangements for CITY inspections. The Contractor and all subcontractors shall each obtain any and all other permits, licenses, inspections, certificates or authorizations required by any governing body or public utility. Payment for this work shall be included in the bid items of work and no additional compensation will be allowed. The CITY will waive the usual CITY construction permit fees. The Contractor shall provide the CITY copies of all permits prior to commencement of construction. If the permit or license of any agency or public utility is more restrictive than the standard specifications, standard drawings or the special provisions, the requirements of the permit or license shall take precedence for that portion of the work in the agency or public utility right-of- way. 7-8 PROJECT SITE MAINTENANCE 7-8.5 Temporary Light, Power, and Water [Add the following]: The contractor shall be responsible for installation of required temporary and permanent utility service meters. Meters shall be paid for as shown in the bid proposal sheet for meter installation and shall include full compensation for application, coordination and all related work and no additional compensation will be allowed. Utilities service charges for electric, gas, water and telephone shall be the responsibility of the contractor during construction and construction maintenance periods. Payment for utilities service charges shall be considered as included in the prices paid for various items of work and no additional compensation will be allowed. SP-12 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS [Add the following] : In addition to standard specifications, special attention shall be given to the following: Contractor shall notify the AGENCY and the CITY of any utilities to be crossed. Contractor shall protect in place said utilities and provide all labor, materials, tools and equipment necessary for shoring, bracing or other support and backfill required by utility owner or CITY and no additional compensation will be allowed. Existing irrigation lines and landscape areas in the parkway or front yards that need to be removed for construction shall be replaced/reconstructed. Compensation for this item shall be considered as included in the item of work originating this work and no separate payment shall be made to the contractor. Contractor shall prevent tracking tack coat, asphalt concrete, and emulsions onto existing concrete such as driveways, crossgutters, spandrels, and other adjacent -improvements by sanding or other methods approved by the Engineer. Any material tracked onto existing improvements shall be removed to the satisfaction of the Engineer and the Owner of the improvements, at the Contractor's expense. [Replace the last sentence of Paragraph 3 with the following] : Lawns shall be repaired by installing sod of similar variety as that which was removed. Installation shall be in accordance with the grower/supplier's instructions. 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 Traffic and Access [Add the following]: (Special attention is called out for in Section 7-10.0 in whole, and especially as underlined:) The Contractor's operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the work or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, hospitals, and SP-13 establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the ENGINEER. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossing, or the Work at intervals not exceeding 300 feet (90 m), also shall be maintained unless otherwise approved by the ENGINEER. Vehicular access to all driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to such extent that safe access may be provided, and the street is opened to local traffic, the contractor shall immediately clear the street and driveways and provide and maintain access. The contractor shall cooperate with the various parties involved in the delivery of mail and the collection or removal of trash and garbage to maintain existing schedules for these services. Grading operations, roadways, excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. Unless otherwise authorized, work shall be performed in only one-half of the roadway at one time. One-half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour. THE CONTRACTOR SHALL INCLUDE IN ITS BID ALL COSTS FOR THE ABOVE REQUIREMENTS. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic. The Contractor shall notify all affected property owners of the proposed schedule a minimum of 48 hours, but not more than 72 hours, in advance of any limitation or closure of access to their property. Form of said notice shall .be as approved by the ENGINEER and shall contain the date and time of the closure. In the event of delay, whether beyond the control of the Contractor or not, the Contractor shall notify all affected property owners as to the extent of the delay and his revised schedule. In the event of delay over 72 hours, the Contractor shall re -notify the property owners as described above. Payment for notification and SP-14 coordination as per Section 7-10 as modified herein shall be included in the compensation paid for the various items of work and no additional compensation will be allowed. 7-10.2 Storage of Equipment and Materials in Public Streets [Add the following]: No more than 500 linear feet of pipeline shall be stockpiled on, the site, regardless of size. The Contractor shall assume full responsibility for any damage caused by stockpiling material and shall repair same at his expense. The Contractor shall also be responsible for providing traffic control as required to protect the public from hazards caused by stockpiling within the right of way. The contractor shall be responsible for obtaining the applicable CITY permit for stockpiling within the public right of way (Permit Fees will be waived for AGENCY contracts). Payment for the above, ifany, will be deemed as included in the items of work and no additional compensation will be allowed. The Contractor may, at his own expense, maintain and operate a work and storage area outside of the public right-of-way. In such case the Contractor shall submit to AGENCY and the CITY written authorization from the owners of the subject property prior to occupation. Occupation of site without written authorization shall be grounds for immediate suspension of work. Location of site to be approved by the AGENCY and the CITY. Condition and operation of yard shall conform to these specifications. The Contractor shall assume full responsibility for all damage to the site resulting from his operations and shall repair and/or replace same, at his own expense, to the satisfaction of the owner of the subject property. The Contractor shall vacate site and return it to pre -project condition within five (5) working days upon completion of the project. The Contractor shall obtain a written release from the property owner accepting the condition of the vacated site and releasing the Contractor from any further clean-up or restoration work and shall submit a copy of such release to AGENCY and the CITY. The Notice of Completion will not be issued until said release is submitted. 7-10.3 Street Closures, Detours and Barricades [Add the following] : The Contractor shall maintain the traffic requirements designated in the General Conditions. It shall be the Contractor's responsibility to furnish a detailed detour signing and barricade plan for CITY approval. SP-15 COMPENSATION FOR TRAFFIC CONTROL SHALL BE INCLUDED IN THE CONTRACT PRICE PAID FOR AT THE LUMP SUM CONTRACT PRICE FOR TRAFFIC CONTROL AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. Unless otherwise specified, compensation for traffic control shall include full compensation for street closures, detours, grading, restoration, signs, flagmen, barricades, flashers, temporary striping, removal and replacement of miscellaneous signs, fences and all appurtenances and shall include full compensation for all labor, materials, tools, equipment and doing all work involved in the work, including preparation of traffic control plans and obtaining all required CITY and other agencies plan review, approval and permits. All existing stop signs, street name signs and regulatory signs shall be maintained in visible locations during construction and permanently relocated or removed as directed by the plans and the ENGINEER. Signs which need not be maintained during construction or permanently relocated shall be salvaged to the applicable governmental authority. Contractor will be responsible for providing traffic detour and traffic control plans for CITY and other agencies approval as outlined in the Memorandum dated August 26, 1996 (See Appendix III) in case Contractor needs to deviate from the Traffic Control Plans provided as a part of this bid package. The cost for preparing such traffic plans will be included in the price bid for traffic control, and no additional compensation will be allowed. Traffic detour and traffic control plans shall be submitted for plan checking prior to the start of construction. Any deviation from the Traffic Control plans as provided shall be approved by the CITY Traffic Engineer and other agencies representatives. No street or access closure to through traffic will be allowed without the express approval of the ENGINEER. The following statement applies to all permits for work within public rights -of -way: The "State of California Manual of Traffic Control for Construction and Maintenance Work Zones" provides information necessary to carry out proper and safe traffic control. Should a contractor not provide proper traffic control after the first advisory warning, the CITY may cite the contractor or other contracting agency under City Ordinance 997. The penalty for not providing for the required proper traffic safety in the public right-of-way is a misdemeanor with' a fine of up to $1,000 or up to 6 months in jail or both. Contractor shall provide SP-16 strict traffic control at all times using the signs, barricades, delineations, warning lights, flagged control and flashing arrow signs, as required. The normal lane to be maintained is 12 feet wide. Any deviation from this may require temporary pavement markings. Consult with the CITY Inspector if you require assistance. 7-10.4 Public Safety [Add the following]: 7-10.4.1 Safety orders The Contractor shall comply with the provisions of any CITY ordinances or regulations regarding requirements for the protection of excavations and the nature of such protection. 7-15 CERTIFIED PAYROLL RECORDS [Add the following]: Certified Payroll Records shall be submitted to the AGENCY and the CITY by the tenth day of each month. Progress payments will be withheld pending receipt of any outstanding reports. SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General [Replace the first paragraph with the following] : Contractor will be paid only for the quantities as listed in the Bid Schedule and constructed in accordance with the Plans and Specifications. Should any pay item contained in the Contract Documents be found unnecessary for the proper completion of the work, the AGENCY may, upon written Change Order to the Contractor, eliminate such pay items from the contract, and such action shall in no way invalidate the contract. Any pay items added to the contract as a result of unforeseen circumstances or required work not included on the plans and specifications will be paid only if those items were approved by the AGENCY and CONSTRUCTION MANAGER, a cost was agreed to by all parties and a written Change Order was approved and submitted to the AGENCY, ENGINEER and CONSTRUCTION MANAGER prior to the construction of said work. Before any payment shall be made, Contractor shall have provided AGENCY and CONSTRUCTION MANAGER with releases executed by persons who might have mechanics liens, stop notices or labor and materials bond rights against the project and arising out of the work. SP-17 9-3.2 Partial and Final Payment [Replace the last paragraph with the following]: The closure date for periodic progress payments will be the twenty-fifth day of each month. Invoices shall be submitted to the OWNER no later than the first business day of each month. The final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as -built conditions. The full ten percent (10%) retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion by the AGENCY. In conformance with the State of California Public Contract Code, Section 22300, the Contractor may substitute securities for any monies withheld by the AGENCY to secure performance under the contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the AGENCY or with a State or Federally chartered bank as the escrow agent who shall pay such monies to the Contractor upon notification by AGENCY and CONSTRUCTION MANAGER, of Contractor's satisfactory completion of the contract. The type of securities deposited and the method of release shall be approved by the AGENCY and CITY Attorney's Office. Before the AGENCY shall make the final payment, Contractor shall execute and file with the AGENCY a release in the form supplied by the AGENCY, releasing its officers, employees, representatives, and agents from any and all claims for liability relating to any undisputed contract amounts for work performed in relation to the undisputed amounts. 9-3.3 Delivered Materials [Replace with the following]: Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress payment. 9-3.4 Mobilization [Replace with the following]: Mobilization shall consist of preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the SP-18 project site; for the establishment of all offices, buildings and other facilities necessary for the work on this project; and for all other work and operations which must be performed or cost incurred prior to the beginning work on the various contract items on the project site. The compensation paid for mobilization and demobilization shall be included in the contract lump sum price for clearing and grubbing and shall be full compensation for all costs incurred by the Contractor for doing all the work involved in mobilization as specified herein. Payment for mobilization will be included in the first monthly progress payment and shall be considered full compensation for the cost of such mobilization and administered for the entire contract. period. PART 2 - CONSTRUCTION MATERIALS SECTION 201 - CONCRETE, MORTAR and RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE In addition to the materials outlined in Section 201-1 of the Standard Specifications, the following materials are included under Portland Cement Concrete unless otherwise covered by specific bid item. 201-1.1.1 General [Add the Following]: A. Quality Assurance 1. Concrete Mix Design: Requirements for mixes designed by an Independent Testing Laboratory (ITL), approved by the AGENCY and the CITY, are: a. Prove by preliminary tests prior to concrete or provide historical data to substantiate design strengths. 2. Procedure: a. Use plant batched concrete. b. Conform to ACI 318-77 Building Code Requirements for Reinforced Concrete and ASTM .C-94 Specification for Ready -Mixed Concrete. SP-19 3. Tests: a. The AGENCY may employ and pay for an ITL to test materials and design concrete mixes. b. Aggregate Test: Test for Sieve or Screen Analysis of Fine and Coarse Aggregates (ASTM C- 136) . B. Submittals 1. Mix Design: Submit in triplicate for each strength of concrete specified stating the proposed slump, proportions of each ingredient and location of usage. 2. Test Reports: Submit in triplicate to the AGENCY within 3 days after tests are made. 3. Color Chart: Submit in triplicate of texture masonry paint samples to AGENCY. Color and texture to be selected at time of installation by AGENCY'S authorized representative. 201-1.1.2 Concrete Specified by Class [Add the Following]: A. Refer to the Standard Specifications. Contractor shall utilize Concrete Class 520-C-2500 for walks and slabs; for retaining walls, foundation and footings utilize class 560-C-3250. B. Maximum Slump: 5" for concrete containing superplastizer admixture 201-1.1.4 Test for Portland Cement Concrete [Add the Following] : A. Evaluation of Test Results and Failure to Meet Strength Requirements; 1. Evaluate test results according to the Recommended Practice for Evaluation of Compression Test Results of Field Concrete (ACI 214). 2. Consider evaluations valid only if the samples have been taken and tests have been conducted in accordance with American Concrete Institute and American Society for Testing and Materials specifications and methods are applicable. SP-20 If strength tests performed on the concrete cylinders, cast at the time the concrete is placed, fail to meet the specified 28-day value, or if the samples have not been taken and tests conducted as specified, consider the concrete represented by such tests questionable and subject to further testing. Conduct additional tests of questionable concrete in accordance with Standard Method of Obtaining and Testing Drilled Cores and Sawed beams of Concrete (ASTM C-42) when concrete cores may be obtained in the field or by load tests conducted and results evaluated in accordance with Chapter 20 of Building Code Requirements for Reinforced Concrete (ACI 318). 5. Test results obtained by the use of an impact hammer or sonoscope, unless correlated with other test data, will not be considered conclusive in evaluating strengths of concrete. 6. If the additional tests fail to demonstrate strengths adequate for the intended purpose or the member or members in question, as determined by the AGENCY, removed and replaced the questionable concrete. 201-1.2 Materials [Add the Following]: A. Contraction Joint: Plastic KWIK joint or equal. B. Waterproof Paper or Polyethylene Film: ASTM C-171. C. Quick -Set Concrete: Pour stone. Mix and apply in accordance with manufacturers specifications. D. Filter. Fabric: Outline 80 by Wellman Inc. Use around drainage system at retaining seatwall. E. Silica Sand #16. 201-1.2.2 Aggregates [Add the Following}: A. Provide evaluation of aggregates for susceptibility to an alkali -aggregate reaction. SP-21 B. Regard fine and coarse aggregates as separate ingredients. C. Maximum size of coarse aggregate: 1" for footings; 3/4" for slab and walls. 201-1.2.4 Admixtures [Add the Following]: A. Water reducing admixture conforming to ASTM C-494 Type A, Plastocrete or equal. B. Superplastizer high range water reducing admix conforming to ASTM C-494 Type A and K Sikament 300 or equal. C. Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more than 0.05% chloride ions are not permitted. 201-2 REINFORCEMENT FOR CONCRETE [Add the following]: In addition to the materials outlined in Section 201-2 of the Standard Specifications, the following materials are included under Steel Reinforcement for Concrete unless otherwise covered by specific bid item. A. Furnish reinforcing bars cut to length and bent, chair, spacers, ties, and temperature steel necessary to complete reinforced concrete work shown on the Drawings. B. Smooth Bar Dowels: ASTM A-615, Grade 60 or ASTM A-36, plain round bars. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS In addition to the materials outlined in Section 201-3 of the Standard Specifications, the following materials are included under Expansion Joint Filler and Joint Sealants unless otherwise covered by specific bid item. 201-3.2 Premolded Joint Filler [Add the Following]: Refer to the Standard Specifications. Contractor to utilize Nonextruding and Resilient Filler ASTM D 1751 (Bituminous Type). SP-22 201-3.4 Type "A" Sealant [Add the Following]: Refer to the Standard Specifications. Contractor to utilize type "A" Sealant. 201-4 CONCRETE CURING MATERIALS In addition to the materials outlined in Section 201-4 of the Standard Specifications, the following materials are included under Concrete Curing Compound unless otherwise covered by specific bid item. 201-4.1 General [Add the Following]: A. Liquid Membrane: The compound shall be clear styrene acrylate type, 30% solids content minimum, and have test data from and independent testing laboratory indicating a maximum moisture loss of 0.030 grams per square centimeter when applied at a coverage rate of 300 square feet per gallon. Compound shall be "Super Rez Seal" or "Super Pliocure" by The Euclid Chemical Company, "Masterseal 66" by Master Builders, or approved equal, manufacture's certification required. Apply in strict accordance with manufacturer's recommendations. B. Dissipating Resin Curing Compound: The compound shall be a dissipating resin compound, conforming to ASTM C- 309, Type, "Kurez DR" by The Euclid Chemical Company, or approved equal. The film must chemically break down in a two to four week period. 201-5 CEMENT MORTAR In addition to the materials outlined in Section 201-5 of the Standard Specifications, the following materials are included under Cement Mortar unless otherwise covered by specific bid item. 201-5.6 Quick Setting Grout [Add the Following]: Set non -shrink grout manufactured by the Master Builders Co., Upcon Construction Grout manufactured by the Upco Chemical Division of USM Corporation, 5-Star Grout manufactured by the Grout Corporation, Crystex Grout manufactured by L & M Construction Chemicals, Inc., or approved equal. SP-23 SECTION 210 - PAINT AND PROTECTIVE COATINGS 210-1.6.1 General [Replace with the following]: Thermoplastic traffic stripes (traffic lines) and pavement markings shall conform to the provisions in Section 84-1, and 84- 2, of the Caltrans Standard Specifications and as amended by these Special Provisions. 210-1.6.2 Thermoplastic Paint, State Specifications [Replace with the following] : Thermoplastic material shall conform to State Specification 8010-21C-19 (Alkyd Binder). Glass beads to be applied to the surface of the molten thermoplastic material shall conform to the requirements of State Specification 8010-11E-22 (Type II). State Specifications for the thermoplastic material and glass beads may be obtained from the Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819. Telephone numbers are (916)227-7280 or (916)654-2852. Application of thermoplastic materials and glass beads shall conform to Section 84-2.04 of the CALTRANS Standard Specifications and these Special Provisions. Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.090 inch. Thermoplastic material for pavement markings (including crosswalks, arrows and stop bars) shall be applied at a minimum thickness of 0.120 inch. SECTION 211 - SOILS AND AGGREGATE TESTS 211-2 COMPACTION TESTS 211-2.2 Field Density [Add the following paragraph]: Field density tests will be made by the Geotechnical Engineer during the course of construction at the expense of the AGENCY. If field density tests indicate that any .portion of the compacted subgrade or trenches has density lower than that specified, the Contractor shall rework that portion until the specified density is obtained. Retest of areas which have failed compaction will be performed by the Geotechnical Engineer at the Contractor's expense. SP-24 PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.1 General [Add the following]: Contractor shall field verify existing grades and shall accept site as is, for no other grading shall be performed by AGENCY. 300-1.3 Removal and Disposal of Materials 300-1.3.1 General [Replace the first sentence]: All materials removed shall be disposed of in a legal manner at an appropriate Disposal Site. 300-1.3.2 Requirements [Add the following]: (a) Bituminous Pavement [Replace Second Sentence with the following] Saw cutting of edges to be joined is required. (d) Miscellaneous In addition to the work outlined in Section 300-1.1 of the Standard Specifications, the following items of work are included under the Clearing and Grubbing unless otherwise covered by a specific bid item. 1. Mobilization and demobilization in accordance with Section 9-3.4 of the Standard Specifications. 2. Maintaining dust control at all times by watering during the entire time of the project, whether extended or not, including developing a water supply and furnishing and placing all water for all work done in the contract, including water used for extra work. 3. Provide for necessary traffic control, including all signs, barricades, flashers and flagmen necessary to maintain proper control along street rights of way and easements. 4. Application of soil sterilant. SP-25 5 Protection of utilities, structures, improvements and other facilities within the construction zone, except those specifically shown on the plans to be removed or relocated. 6. Removal and disposal of existing natural and artificial objectionable material within the limits of construction. 7. Verification of existing locations and elevations as shown on the plans or directed by the ENGINEER other than that designated as "potholing." 8. Replacement of disturbed traffic signs, street names, mailboxes, property owner signs, fences, landscaping, protection of temporary construction fences and all appurtenances, striping and markings as required to the satisfaction of ENGINEER. 9. Tree removal and disposal of trees shall be in a legal manner including removal of all roots and vegetative material, overexcavation if applicable and recompaction to 95%- minimum relative compaction (ASTM D-1557). A tree removal permit shall be obtained from the appropriate agency. 10. Provide for the replacement of trees and plants, of the same kind, to the reasonable satisfaction of the property owners whether indicated on the plans or not. 11. This item shall also be interpreted to include the removal or relocation of any additional items not specifically mentioned herein or covered by specific bid item, which maybe found within the work limits whether shown or not shown on the plans to be removed or relocated. 300-1.4 Payment [Add the following]: Unless otherwise specified, compensation for clearing and grubbing shall include full compensation for items 1 through 11 as described above, mobilization, traffic control, signs, barricades and flashers, replacing trees and plants of the same kind to the reasonable satisfaction of the property owners whether indicated on the plans or not. Clearing and grubbing shall be paid for at the lump sum contract price and no additional compensation shall be allowed. Payment shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work involved in clearing and grubbing as specified, including sawcutting, loading, hauling, stockpiling and disposal. SP-26 300-2 UNCLASSIFIED EXCAVATION 300-2.1 General [Add the following]: Unless separately designated, unclassified excavation shall include excavating, loading, compacting, stockpiling, hauling, and disposing of surplus material to the depth indicated on the plans or as directed by the ENGINEER. Any remanants of structures, foundations, and fences within limits of construction shall be removed and disposed of in the legal manner and will be considered part of Unclassified Excavation. Removal of existing asphalt concrete pavement shall be included in this item of work unless covered by a specific bid item. 300-2.2 Unsuitable Material [Add Subsection 300-1.3.2 '(a) "Bituminous Pavement" as Subsection 300-2.2.3 and amend as follows] : Bituminous Pavement and Concrete removals shall be sawcut at the designated lines of removal shown on the plans or as designated by the ENGINEER. 300-2.6 Surplus Material [Add with the following]: All surplus material shall be disposed of in a legal manner at the Contractor's expense. 300-2.9 Payment [Replace with the following]: Payment for. Unclassified Excavation shall be deemed as included in the compensation paid for the related bid item and no additional compensation will be allowed. Payment for removal of existing asphalt concrete pavement, concrete driveways, and concrete curb and gutter shall be made at the contract unit bid price per square foot or linear foot, respectively, and shall include full compensation for furnishing all labor, materials, tools, and equipment involved, including sawcutting, loading, hauling, stockpiling and disposal and no additional compensation will be allowed. The contract unit bid actual price for asphalt pavement removal shall be independent of the actual thickness encountered in the field. The quantity measured for asphalt pavement removal shall be limited to a maximum of that designated as "pay lines" per detail on the plans and measured in the field. Removal of asphalt concrete beyond this limit shall be at the Contractor's expense. Payment will be made only for the quantity of pavement within the limits actually removed and within the "pay lines". SP-27 300-3 STRUCTURE EXCAVATION AND BACKFILL 300-3.1 General [Add the following]: Structure excavation and backfill shall be limited to the areas shown on the plans. In making structure excavations for the project, the Contractor shall be fully responsible for designing, checking, providing and installing adequate sheeting, shoring, bracing, lagging, cribbing and piling as may be necessary as a precaution against slides, slippage or cave-in and to protect all existing and temporary improvements of any kind, either public or private property, fully from damage. 300-3.5 Structure Backfill. 300-3.5.1 Requirements [Add the. following]: The relative compaction of all structural fill and backfill shall be 95 percent. 300-3.6 Payment [Add the following]: Payment for structure excavation and backfill shall be considered as included in the various items of which they are a part, and no additional compensation will be allowed therefor. SECTION 301 - TREATED SOILS, SUBGRADE PREPARATION AND REPLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.2 Preparation of Subgrade [Add the following]: Preparation of the subgrade shall conform to the provisions of Section 301-1 of the Standard Specifications and these provisions. Subgrade preparation for areas of new pavement shall include scarification, moisture conditioning, and compaction of the upper approximately 12 inches of subgrade. If areas of soft, saturated, or otherwise unsuitable materials are encountered, they should be removed to competent underlying material, as evaluated in the field by the geotechnical consultant, and replaced with compacted fill. SP-28 Fill should be placed in horizontal lifts approximately 8 inches in loose thickness and compacted by appropriate mechanical methods. Fill should be generally free of rocks or hard chunks of material in excess of 6 inches in diameter. Fill material placed to support structures, such as pavements, curbs, and gutters, should be compacted to 95 percent or more relative compaction in accordance with ASTM D 1557-91 at a moisture content at or near optimum. 301-1.3 Relative Compaction [Replace with the following]: Relative compaction of finished subgrade under paved areas and concrete curb and gutter shall be modified to require 95% minimum relative compaction of the top 12" of the subgrade. All material removed and replaced for remedial grading, trenching, or disturbed by tree removal shall be compacted at 95% minimum relative compaction, even where it extends beyond 12" below finished subgrade. Relative compaction of all other areas outside of curb and gutters, gutters and paved areas shall require 90o minimum compaction. Compensation for subgrade preparation shall be deemed to be included in the unit price bid for respective bid item and no additional compensation will be allowed. 301-1.7 Payment [Replace the first paragraph with the following] : Payment for subgrade preparation shall be included in the compensation paid for related items of work and shall include subgrade preparation, hauling, screening, spreading and compacting and no additional compensation will be allowed. 301-6 SOIL STERILANT [Add the following Subsection]: 301-6.1 General All areas to receive Asphalt Concrete Pavement shall be prepared in accordance with applicable sections of the Standard Specifications (including additions herein) concerning subgrade preparation. In addition, after the compaction is completed, the Contractor shall apply a non -migrating soil sterilant to the subgrade. Application shall be by spray equipment which provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied and the CITY Inspector's decision as to the effectiveness of the spray equipment shall be final. Great care shall be taken to apply soil sterilant to the designated areas only. Aggregate base may be placed immediately after placement of soil sterilant. SP-29 301-6.2 Operator's License The Contractor's operator applying the soil sterilant shall be licensed by the State of California, Department of Food and Agricultural Affairs and registered with the Office of the Agricultural Commissioner of San Bernardino County as pest control officer. 301-6.3 Application Any soil sterilant, which is approved in writing by a licensed pest control advisor (for the purpose of which it will apply) may be used upon acceptance by the ENGINEER. The dye shall not stain concrete or masonry. Certification shall be furnished to the ENGINEER showing the purchase receipt and manufacturer's recommended rate of application of the material. 301-6.4 Payment The Contractor shall supply all labor, materials and equipment to apply the soil sterilant and shall include the cost for application in the lump sum contract price bid for clearing and grubbing and no additional compensation will be allowed. SECTION 302 ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General [Replace the last paragraph with the following] : Asphalt Concrete shall conform to the requirements of Subsection 203-6.1 and Section 302-5 of the Standard Specifications, as modified by these Special Provisions. 302-5.4 Tack Coat [Add the following]:• A tack coat shall be applied uniformly upon the existing pavement planes and joints, gutters, inlets, manholes, etc. prior to placing the asphalt concrete. The tack coat shall be SS-lh emulsified asphalt per Section 203-3. The surface to be covered shall be free of water, foreign material, vegetation or dust before application of the tack coat. Payment for tack coat, labor, equipment, and material and doing all other appurtenant work shall be deemed as included in the Unit Price Bid for asphalt concrete and no additional compensation shall be allowed. SP-30 302-5.5 Distribution and Spreading [Add the following]: Asphalt concrete pavement for resurfacing shall be at least four inches thick or per plans, regardless of the thickness of the pavement removed and shall be placed in two or more courses. The base courses shall be no more than three inches thick and shall be B-AR-4000. The finish course shall be a minimum one inch thick and shall be C2-AR-4000. The courses shall be machine placed. All trench resurfacing shall be completed to the base course level within five working days following underground construction. Placement of the finish course shall not be completed until completion of all underground construction unless waived by the ENGINEER. At those locations where new asphalt concrete pavement overlay joins existing asphalt pavement, the Contractor shall rake out all aggreregate 3/8 inch or larger and feather the new paving to form a smooth transition to join the existing pavement. Contractor shall suspend all paving operations when the CITY Inspector determines the weather conditions the weather conditions are not suitable for paving. 302-5.9 Measurement and Payment [Add the following]: Asphalt Concrete pavement for resurfacing shall include the full depth patch and shall bemeasured by the ton. The weight shall be determined as provided in Subsection 302-5.8 of the Standard Specifications. Payment shall be made at the contract unit price bid per ton and shall include full compensation for subgrade preparation, including tack coat where required. Payment will only be made for resurfacing of areas of pavement removal within the "pay limits" as shown per detail on the plans and measured in the field. Resurfacing of areas removed outside of these limits will be at the Contractor's expense. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES 303-1.1 General [Add the following]: Concrete structures shall conform to the provisions of Section 303-1 of the Standard Specifications for Public Works Construction as modified by the applicable Standard Plans and herein. SP-31 Concrete in other agencies right-of-way shall be done as per other agencies permit requirements. Steel Reinforcement for Concrete: All steel reinforcement for concrete structures shall conform to the provisions in Section 201-2 of the Public Works Standards unless otherwise noted in the Plans or these Special Provisions. Section 52-1.04 of the State Standard Specification shall apply in lieu of Section 201-2.5 of the Public Works Standards. Reinforcing steel shall be Grade 60 billet steel conforming to ASTM A615. The surfaces of all concrete structures shall receive an ordinary surface finish. All concrete inlets shall have chamfered edges. 12" Concrete Bond Beam shall have rounded edges at tie in points. The Contractor shall furnish all labor, tools, and materials to construct reinforced Portland Cement Concrete structures and appurtenant work to grades and dimensions shown on the Plans or staked in the field. The exact proportions of aggregate and water to be used in all classes of concrete shall be determined by the Contractor and submitted to the ENGINEER for review at least (10) working days prior to its use under this contract. Unless otherwise specified, transverse construction joints shall be placed in all reinforced sections at intervals of not less than 10 feet or more than 50 feet. The joints shall be in the same plane for the entire structure and for concrete thickness greater than 6 inches shall be keyed as directed by the ENGINEER. The concrete for surface improvements shall be Class 560-C- 3250, inlet structures and junction structures shall be Class 560- C-3250, and box culverts shall be Class 650-C-4000. 303-1.3 Forms [Add the following]: Forms shall be braced to withstand the pressures developed and shall be tight to prevent the loss of mortar. Formed wall surface shall be free of any unevenness greater than 1/4 inch when checked with a 10 foot straight edge. Concrete in walls with side slopes flatter than 3/4:1 shall be placed on suitable material which has been overfilled, compacted and trimmed to true grade. Backforms shall be used where the side slope is 3/4:1 or steeper. SP-32 A clear non -staining form release agent, which will not discolor nor affect the surface texture of the concrete and does not react with any ingredients of the concrete shall be used. The cost of furnishing and placing form release agent shall be included in the cost of Portland Cement Concrete. Contractor shall be responsible for the design, engineering, construction and safety of removable from work. Contractor shall design removable forms for the loads and lateral pressures outlined in the American Concrete Institute Standard "Recommended Practice for Concrete Formwork" (ACI 347- 78). 303-1.7 Placing Reinforcement 303-1.7.1 General [Add the following]: Aluminum and plastic supports for reinforcements shall not be used. Bars shall be accurately spaced as shown on the Plans and spacing of first bar immediately adjacent to transverse construction joint shall be one-half the required spacing shown on the Plans. In no case shall the clear distance between parallel bars be less than 2-1/2 diameters of the bar, or a minimum of 2 inches. Unless otherwise shown on the Plans, embedment of reinforcing steel, (other than stirrups and spacers), shall be 1 1/2 inches clear depth for #8 bars or smaller and shall be 2 inches clear for #9 bar and larger. Where placement of reinforcing steel requires alternate bars of different size, embedment requirements shall be governed by the larger bar. Stirrups and spacers shall be embedded not less than one inch clear depth. Measurement of embedment shall be from the outside of the bar to the nearest concrete face. Tack welding or butt welding of reinforcing bars will not be permitted. 303-1.7.2 Splicing [Add the following]: Reinforcing bars may be continuous at locations where splices are shown on the plans, at the option of the Contractor. The location of splices, except where shown on the Plans, shall be determined by the Contractor based upon using available commercial lengths where applicable. Splices shall consist of placing the reinforcing bars in contact and wiring them together in such a manner as to maintain the alignment of the bars and to provide minimum clearances. SP-33 No lapped splices will be permitted at locations where the concrete section is not sufficient to provide a minimum clear distance of 2 inches between the splice and the nearest adjacent bar. The clearances to the surface of the concrete shall not be reduced. Where grade 60 reinforcing bars are required, the length of lapped splices shall be as follows: Reinforcing bars No. 8, or smaller, shall be lapped at least 45 diameters of the smaller bar joints, and reinforcing bars Nos. 9, 10, and 11 shall be lapped at least 60 diameters of the smaller bar to be joined, except where otherwise shown on the Plans. Splices of tensile reinforcement at points of maximum stress shall be avoided; however, any deviation from splices shown on the Plans shall be approved by the ENGINEER. 303-1.8 Placing Concrete 303-1.8.1 General [Add the following] : The Contractor shall exercise caution in placement of concrete walls and congested areas to ensure proper consolidation and that ,there are no voids, and protection of waterstops in position. j Adequate provisions shall be made for easy visual inspection of concrete placement, consolidation and waterstop protection. Pouring of walls in lifts, use of smaller maximum aggregate sizes, or other methods as necessary may be proposed by the. Contractor and will be permitted only after evaluation by the ENGINEER. 303-1.9 Surface Finishes 303-1.9.2 Ordinary Surface Finish [Add the following]: Ordinary Surface Finish shall not apply to rock pockets, which in the opinion of the ENGINEER, are of such extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement. In such cases, the ENGINEER may declare the concrete defective and require the removal and replacement of the structure affected. 303-1.10 Curing [Amend first paragraph with the following]: Exposed concrete surfaces shall be sprayed with Type.2 curing compound at a uniform rate of one gallon per 150 square feet. SP-34 303-1.11 Payment [Replace paragraph one with the following]: Portland Cement Concrete structures will be paid for as shown in the proposal bid sheet for each item and shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work required to construct the respective structure in conformity with the plans and specifications. Payment for concrete manhole structures, junction structures, catch basins, collars, and bulkheads shall be made at the contract unit price bid for each respective type of structure as bid and shall include full compensation for furnishing all materials, labor, tools and equipment, and doing all work required to provide each respective item of work complete in place as shown on the plans or specified herein, including removal of existing improvements, and no additional compensation will be allowed. Payment for concrete catch basins shall include compensation for the local depression as shown on the plans. In areas of existing pavement, catch basins shall be constructed by sawcutting and removing the existing pavement one foot from the edge of the local depression. Following construction of the basin and local depression, the void shall be patched with 6" thick full depth asphalt concrete pavement in accordance with Section 302-5 of these Specifications. Payment for adjustment of concrete manholes or junction structures to grade shall be included in the compensation paid for the respective structure. Removal of existing structures shall be paid for at the contract unit price per each regardless of size and no additional compensation will be allowed. 303-2 AIR PLACED CONCRETE 303-2.1 Requirements 303-2.1 General [Add the following]: Air -blown mortar (concrete drainage swale) shall conform to the provisions in CALTRANS Standard Specification, Section 53, "Air -Blown Mortar" and Section 72, "Slope Protection" and these Special Provisions. SP-35 The contract price paid per linear foot for air -blown mortar (concrete drainage swale) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing air -blown mortar, including preparing the foundation, reinforcement, and structure backfill, as shown on the plans, as specified in the Standard Specifications, these Special Provisions, and as directed by the ENGINEER. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, DRIVEWAYS AND ALLEY INTERSECTIONS [Add the following]: The applicable provisions of Section 303-5 shall apply to concrete paving for Bus Bays and placement of drainage inlet aprons. Concrete shall be Class 560-C-3250 for the Bus Bays and drainage inlet aprons. Concrete driveway reconstruction shall consist of embankment, excavation, removal of existing asphalt and/or concrete driveways and placement of concrete driveways all to match driveways to new street grade as determined by the ENGINEER. Concrete driveways shall be a 4 inch minimum thickness. 303-7 ROCK SLOPE PROTECTION (Rip Rap) [Add this Subsection]: Concreted rock slope protection shall conform to CALTRANS Standard Specifications (Latest Edition), Section 72, "Slope Protection". The unit price paid for concreted rock slope protection shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in constructing the rock slope protection (rip rap), complete in place, as shown on the plans, as specified in the Standard Specifications, these Special Provisions, and as directed by the ENGINEER. SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS 306-1.1 Trench Excavation 306-1.1.2 Maximum Length of Open Trench [Replace with the following] : The maximum length of open trench shall not exceed 500 feet, including length of pipe laid but not backfilled, pipe laying construction, and open trench excavation. All excavations shall SP-36 be backfilled to finish grade at the completion of daily operations. temporary asphalt patch shall be placed as soon as possible after pipe is laid in paved areas. 306-1.2.1 Bedding [Add the following]: Pipe bedding for underground conduits shall conform to plans and Section 306-1.2.1 of the Standard Specifications. The cost of providing and installing said bedding material shall be included in compensation paid for the respective bid item for construction and no additional compensation will be allowed. Where additional rock bedding is required by the ENGINEER to stabilize unstable subgrade due to existing ground conditions (not attributable to the Contractor's operation), such rock bedding shall be considered extra work as provided in Subsection 3-3 of the Standard Specifications as amended herein. Additional bedding placed in excess of the limits shown per the Standard Plan for the convenience of the Contractor shall not be subject to additional compensation. 306-1.3 Backfill and Densification Contractor is advised that rock or unacceptable trench backfill material may be encountered during trenching operations. Where such material is encountered, Contractor, shall at no additional cost to the Owner, furnish and install suitable bedding and backfill material in accordance with the Contract Documents. 306-1.3.1 General [Add the following]: No rocks greater than 6" in any dimension shall be allowed in the backfill. No nesting of rocks shall be allowed. 306-1.3.4 Compaction Requirements [Replace with the following] : All trench backfill and bedding shall be densified to 90% minimum relative compaction as required per Section 301-1 of these specifications. Relative compaction of top 12" of subgrade in paved areas shall require 95% relative compaction of the subgrade. Relative compaction of the pavement section's aggregate base shall be 95%. Placed backfill and the granular bedding material shall be compacted to 90% minimum relative compaction. In STATE right-of-way trench backfill material will require 95% minimum relative compaction and/or as directed by the STATE representative. Labor to install backfill shall be included in the unit cost of the item of work requiring excavation and backfilling. Jetting will not be permitted unless specifically approved in advance by the ENGINEER. Asphalt Concrete shall not be used for backfill unless it has been crushed to a maximum size SP-37 3/4". No rocks greater than 6" diameter shall be allowed in the backfill. All surplus material 3" or smaller shall be uniformly spread and compacted in the street subgrade. No material greater than 3" in any dimension shall be used in the top 12" of the subgrade. No nesting of rocks shall be allowed. 306-1.4 Testing Pipelines [Add the following]: In addition to the air pressure test requirement in Section 306-1.4.4, the Contractor shall provide all materials, equipment, and labor to conduct a video inspection of the sewer mainline. The costs for this inspection shall be included in the unit cost per linear foot of sewer mainline installation and no additional compensation shall be allowed. 306-1.6 Basis of Payment for Open Trench Installation [Add the following] : Payment for open trench installation of pipe and conduit shall be made at the contract unit price bid per linear foot, for the respective pipe size, as measured along the centerline of pipe and shall include full compensation for furnishing all materials, labor, tools and equipment and doing all work involved to provide these items of work, complete in place, including excavation, furnishing and installing the pipe, bedding, backfilling, compaction as shown on the plans or as directed by the ENGINEER and no additional compensation will be allowed. 306-5 ABANDONMENT OF CONDUITS AND STRUCTURES [Add the following] : The above shall apply to all utilities and underground conduits. SECTION 307 - STREET LIGHTING AND TRAFFIC SIGNALS 307-4 TRAFFIC SIGNAL CONSTRUCTION 307-4.9 Vehicle Detectors [Replace with the following]: DETECTORS Detectors shall conform to the provision in Section 86-5, "Detectors," of the CALTRANS Standard Specifications and these Special Provisions. Loop detector conductors shall by Type 1. SP-38 Loop detector lead-in cables shall be Type B. Loop detector configuration shall by Type A with a minimum of (4) turns of wire per loop. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes utilized by public. traffic and shall be removed from the pavement surface. All loop detectors shall be spliced in series. Detector splices shall conform to Section 86-2.09 "Wiring", of the CALTRANS Standard Specifications and these Special Provisions. The Contractor shall test the detectors with a motor -driven cycle, as defined in the California Vehicle Code, that is licensed for street sue 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 most be permitted. The Contractor shall provide an operator who shall drive the motor -driven cycle though the response or detection areas of the detector at not less than three miles per hour no more than seven miles per hour. Each detector shall provide an indication in response to this test. SECTION 308 — LANDSCAPE AND IRRIGATION INSTALLATION 308-4 PLANTING -308-4.1 General [Add the following]: All damage and reworked landscape areas shall be replaced to match the existing and to the satisfaction of the CITY. 308-8 PAYMENT [Replace with the following]: Payment for All Landscape Work Shall Be Included in the Bid Item for Clearing and Grubbing. SECTION E - TRAFFIC SIGNING, STRIPING, MARKINGS, AND MARKERS Traffic signs, strips, legends and raised pavement markers shall conform to the California Department of Transportation Traffic Sign Specification, Standard Plans and CALTRANS Standard Specifications. SP-39 Traffic signs shall be mounted on a "Quick Punch Post" 2" X 2" (12 GA.) with 7/16" holes, 1" on centers, on four sides that can be punched out. Length to vary with sign installation to maintain minimum heights. Traffic sign post anchor shall be a heavy duty one piece, 2 1/2" X 30" X 6 gauge, (non -perforated) , to fit a 2" square steel post, prepunched at mid -point of anchor with one 7/16" hole on each side, and at top. Traffic striping and pavement markers shall conform to the California Department of Transportation CALTRANS Standard Specification Section 84 and these Special Provisions. Signal Ahead signs (W41) shall be of the highest reflectivity available with a graffiti coating material on the sign surface. Traffic control shall be as per the "State of California Manual of Traffic Controls." Raised pavement markers shall conform to the CALTRANS Standard Specifications Section 85 and shall be type as called for on the plans. Pavement legends shall conform to CITY stencils. Stripes and pavement legends shall be reflectorized. LAYOUT, ALIGNMENT AND SPOTTING Layout -The Contractor shall furnish the necessary. control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the ENGINEER. Spotting shall be completed prior to the removal of any existing stripes or markings. Existing stripes and marking shall be removed prior to painting new ones, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over weekends or holidays. Paint for layout, alignment and spotting shall be of the same color as the strip of pavement marking to be painted. APPLICATION OF PAINT Application of thermoplastic materials and glass beads shall conform to Section 84-2.04 of the CALTRANS Standard Specifications and these Special Provisions. SP-40 MEASUREMENT AND PAYMENT Compensation for traffic signs, striping and markings shall be at the lump sum contract price bid for Signing and Striping installation if specific items for payment are not provided in the contract. Payment shall include full compensation for furnishing all. labor, material (including adhesives, glass beads and- paint), tools, equipment and incidentals; and for doing the work involved in installing traffic signs, striping and markers complete in place, including removal of existing stripes, raised pavement markers and salvaging and stockpiling existing obsolete signs and necessary traffic control, as shown on the plans and as specified in these Special Provisions and as directed by the ENGINEER, and no additional compensation will be allowed. SP-41 APPENDIX I APPLICABLE STANDARD PLANS/DETAILS • .0 0 0 `e/meia, Surface of Ground • See "6 Sto. Mannole l Frame 8 Carer to 5 3/4'--..-1 loco too 21/9 115/ " I I/2' step beneath _ 1 frame ; . • A -'4-.T Al • 10 . : i• lr 1 Alternate — 147 cross wire bend to dotted. • line. - iD Ix •-\ : u • c Fri 0 3/4 • v. o .'. _ . 1 4' -8 1, 4" Class "B'Concrete I0utlet 1/4" I/4" SECTION OF TOP RINGS • (Pre -Cast R.C.) 9-1/4"f{ IT -+� 2 3/32" �4 �'F 48' dia. CONE HALF -SECTION (Pre -Cast R.C.) I.— 4 IA" ---•� • —"' • m 53 3/32"dic. 48"I. D. T• T 25'332" 48" L D. _ 53 5/16"dia JOINT DETAIL NOTES: 1. See Std Detail Nos. 111, 1138 114 for drop 8 junction details and typical junctions. 2. Eccentric cone may be used in lieu of concentric cones. 3. The lowest tjanhole step shall by placed not less than 16' nor more than 24 above snett. 4. The upper manhole step shale be placed between the top of manhole and the manhole cover frame and stall project not more than 3 aside manhole. 5. All joints shell be mortared. 6. 3/4" d goly. non step or plastic steps per ASTM A-82, ASTM C-478, ASTM Type II Grade 43758. 5/6/86 Type Steps •eJS 7/20/84 CITY OF FONTANA CALJFORNIA STANDARD PRE -CAST MANHOLE Reinforced Concrete for 6" to 24" Pipe Scale I I": 2' No. of Top Rings Drown By leae. Checked By Approved Dote AI9 • 19 .525' t>S STD. DETAL I I 2 �RNIq Group GEOTECHNICAL CONSULTANTS • Kaufman and Broad I Sierra Lakes CFD Improvements Fontana, CA Revised August 15, 2000 ihave negligible li ible effects on the load factor of walls, removal of the shield after construction should g g pipes. Shields may be successively placed with conventional trenching equipment. i materials,etc. should be set back away from the edge of temporary Vehicles, equipment, I excavations a minimum distance of 15 feet from the top edge of the excavation. Surface waters should' be diverted away from temporary excavations and prevented from draining over the top of the excavation and down the slope face. During periods of heavy rain, the slope face should be protected with sandbags to prevent drainage over the edge of the slope, and a visqueen liner placed Ion the slope face to prevent erosion of the slope face. Periodic observations of the excavations should be made by the geotechnical consultant to verify I that the soil conditions have not varied from those anticipated and to monitor the overall condition of the temporary excavations over time. If at any time during construction conditions are encountered which differ from those anticipated, the geotechnical consultant should be contacted and allowed to analyze the field conditions prior to commencing work within the excavation. CaUOSHA construction safety orders should be observed during all underground work. Miscellaneous Concrete.Flatwork: 'Miscellaneous flatwork may be designed with a minimum thickness of 4.0 inches withnormal. floor loading conditions. However, if heavy concentrated or moving loads are anticipated, slabs should be designed using a modulus of subgrade reaction (k) of 250 psi/in. Large slabs should be reinforced with #4 bars at 18 inches on center placed at the mid height in the slab: Walkways may be constructed without reinforcement having a nominal thickness of 4 inches and I divided into squares or rectangles using weakened plane joints (contraction joints) each with a maximum dimension not exceeding 5 feet. Contraction joints should be made in accordance with ACI guidelines. If contraction joints are not used, then slabs should be reinforced with 6x6- I10/10 welded wire mesh placed at mid -height of the slab.. The subgrade soils beneath all concrete flatwork should be moistened to approximate optimum I moisture content for a depth of 12 inches prior to placing concrete. The moisture conditioning should be verified by the geotechnical consultant a maximum of 24 hours prior to placing concrete. ICement Type and Corrosion Potential: Soluble sulfate tests indicate that concrete at the subject site will have a negligible exposure to water soluble sulfate in the soil. Our recommendations for concrete exposed to sulfate -containing soils are presented below. RMA Job N°: 99-233-01 Page 4 1 1 RMA Group GEOTECHNICAL CONSULTANTS Kaufman and Broad Sierra Lakes CFD Improvements Fontana, CA Revised August 15, 2000 • POSED TO SULFATE CONTAINING SOILS RECOMtMENDA1IOtNS Mitt LULIL.IS..IE, L.,.r Sulfate exposure Water soluble sulfate (SO4) in soil (% by wgt) Sulfate (SO4) in water (ppm) Cement type Normal weight aggregate concrete Lightweight aggregate concrete Maximum water -cement ratio by weight Minimum compressive strength (psi) ' Negligible 0.00 - 0.10 1 0-150 I or II - — Moderate 0.10 - 0.20 150-1,500 I or II 0.50 3,750 Severe 0.20 - 2.00 1,500-10,000 V 0.45 4,250 Very Severe Over 2.00 Over 10,000 V plus pozzolan 0.45 4,250 Plan Review: Once formal construction plans are prepared . for the proposed improvements, this office should review the plans from a geotechnical viewpoint, comment on changes from the plan used during preparation of this report and revise the recommendations of this report where necessary. Closure: We appreciate this opportunity to be of continued service to you. If you have any questions regarding this report, please do not hesitate to contact us at your convenience. Respectfully, RMA Group Ed Lyon, PE Vice President GE 2362 RMA Job N°: 99-233-01 Page 5 APPENDIX III TRAFFIC CONTROL MEMORANDUM CITY OF FONTANA FONTANA, CALIFORNIA MEMORANDUM TO: PLAN CHECK, INSPECTION, ENGINEERS, CONTRACTORS FROM: ROBERT W. WEDDLE, CITY ENGINEER CLYDE E. SWEET, DEPUTY CITY ENGINEER/CITY TRAFFIC ENGINEER DATE: AUGUST 26, 1996 SUBJECT: TRAFFIC CONTROL PLAN AND DETOUR PLAN SUBMISSION AND CHECK PROCEDURES WITHIN THE CITY OF FONTANA Where any construction within public right-of-way is necessary and approved by the City of Fontana, Traffic Safety Control Plans may be required prior to commencement of work. The following is a list of typical Traffic Control Plans and requirements: 1. VERY SMALL STREET OPENINGS OF LESS THAN 8 HOURS DURATION When normal traffic will be maintained (such as with blanket permit users), the permittee will be required to follow Chapter 5 of the Caltrans Traffic Manual. There will be no formal Traffic Control Plan required; normal inspection and review fees will be as required by City Resolution. 2. AVERAGE STREET OPENINGS OF LESS THAN 8 HOURS DURATION When normal traffic flow may be affected or lane closure is required, a Traffic Control Plan may be required. The permittee may not' be required to submit a full Traffic Control Plan upon approval of the City Traffic Engineer, after review of the Traffic Section. The determination is based upon review of actual street conditions. If a formal plan is not required, the permittee shall be required to follow Chapter 5 of the Caltrans Traffic Manual; normal inspection and review fees will be required as per City Resolution. If a full Traffic Control Plan is required, the Plan sheet(s) will require about 10 days to review and process. This type of Traffic Control Plan would not require noticing, but normal inspection and review fees will be required. 3. MAJOR TRAFFIC CONTROL OR DETOURS A road closure or traffic control which will be more than 8 hours duration will require a full Traffic Control Plan. The plan will be submitted on Traffic Control Plan sheets for approval by the City Traffic Engineer. A major Traffic Control or Traffic Detour Plan will normally require at least 30 days of checking, approval and notification. The following process is followed: A. Payment of Fee Fees are calculated based upon the inspection and plan check fees in the City Fee Resolution. The final fee amount is subject to revision due to changes in the number of plan sheets or the duration of the control period. B. Plan Check Submittals Major Traffic Control and/or Detour Plans normally are submitted during or following the review and approval of construction plans. After the fees are paid, plans are reviewed for accuracy in meeting City requirements. The plans are also reviewed for format specifications as indicated below. The Engineer is advised by telephone of review findings to expedite the review process. Final plans require a Civil Engineer or Traffic Engineer's signature and stamp, except in instances where prior approval is obtained from the City Traffic Engineer. Following the checking process, authorization and notification is prepared and issued. Format Specifications 1. Sheet size of 24" x 36" with border and City title block (mylar) 2. Drawing to be accurately proportioned to fit sheet size 3. A signature block for any other affected jurisdiction(s) Authorization will describe the specific requirements of approval: 1. Notification of public, public agencies, and news services 2. Closure conflict disclaimer 3. Notification of affected adjacent property owners 4. Earliest construction starting date 5. Plan signed and approved by an affected jurisdiction(s) RWW:CES:ke 160 wit)/ APPENDIX II SOILS DATA GEOTECHNICAL INVESTIGATION REPORT. A complete Geotechnical Investigation Report prepared for Sierra Lakes by the RMA Group entitled "Sierra Lakes Highway 30 and Sierra Avenue Fontana, CA" is available for review and/or purchase at the office of Albert A. Webb Associates at 3788 McCray Street, Riverside, CA. The purchase cost is $35.00 ($45.00 if mailed). SEPARATE DOCUMENT RMA Group GEOTECHNICAL CONSULTANTS 10851 EDISON COURT, RANCHO CUCAMONGA, CA 91730 : (909) 989-1751 : FAX (909) 989-4287 June 14, 2000 Revised August 15, 2000 Kaufman & Broad of Southern California 801 Corporate Center Dr Suite 201 Pomona, CA 91768 Attention: Subject: Reference: Gentlemen: Glen Crosby TRIEZEVIEt,ATES ALBERT A. WEBB ASSO CIVIL. ENGINEERS TO WO FILE AUG 1 8 2000 Geotechnical Report Review Sierra Lakes Master Plan CFD Improvements NE Summit Av & Sierra Av Fontana, CA RMA Group, Inc., Geotechnical Investigation of Sierra Lakes, Fontana, CA, dated August 20, 1997, Project No. 95-054-01 In accordance with your request, a report review has been completed for the subject project with respect to the proposed improvements. The purpose of this report is to summarize . the geotechnical conditions, assess their potential impact on the proposed improvements, and to provide geotechnical design parameters. Review of Referenced Report. A geotechnical engineering investigation was completed in August of 1997 for the development of the Sierra Lakes Master Planned Community. The investigation consisted of a total of 159 exploratory trenches excavated by a backhoe and 14 exploratory borings advanced by a truck mounted drill rig. The subsurface soil conditions consisted primarily of silty sands, poorly graded sands, poorly graded gravel, or a combination of these soil types. Expansion tests were performed on representative soil samples, which indicate that the soils on -site have an expansion classification of very low in accordance with UBC Standard 18-2. I irrM Group Surface and Water Conditions: GEOTECHNICAL CONSULTANTS Kaufman and Broad Sierra Lakes CFD Improvements Fontana, CA Revised August 15, 2000 Groundwater was not encountered during our subsurface exploration. According to regional groundwater contour maps, the depth to groundwater should be on the order of 300 feet or more beneath the site. Rippability and Rock Disposal: Our exploratory trenches and borings were advanced with moderate difficulty. Oversized materials (boulders greater than 12 inches in diameter) were encountered during our subsurface investigation. Thus it should be expected that these materials will be encountered during site grading and preparation. Utility Trench Backfill: The on -site soils are expected to be suitable as trench backfill provided they are screened of organic matter and cobbles over 4 inches in diameter. Trench backfill should be densified to at least 90% relative compaction (ASTM D1557-78). On -site granular soils may be water densified initially. Supplemental mechanical compaction methods may be required in finer ground soils to attain the required 90% relative compaction. CaUOSHA construction safety orders should be observed during all underground work. Temporary Slopes: Excavation of utility trenches will require either temporary sloped excavations or shoring. Temporary excavations in existing alluvial soils may be safely made at an inclination of 1:1 (horizontal to vertical) or flatter. If vertical sidewalls are required in excavations greater than 5 feet in depth, the use of cantilevered or braced shoring is recommended. Excavations less than 5 feet in depth may be constructed with vertical sidewalls without shoring or shielding. Our recommendations for lateral earth pressures to be used in the design of cantilevered and/or braced shoring are presented below. These values incorporate a uniform lateral pressure of 72 psf to provide for the normal construction loads imposed by vehicles, equipment, materials, and workmen on the surface adjacent to the trench excavation. However, if vehicles, equipment, materials, etc. are kept a minimum distance equal to the height of the excavation away from the edge of the excavation, this surcharge load need not be applied. RMA Job N°: 99-233-01 Page 2 RMA Group GEOTECHNICAL CONSULTANTS Kaufman and Broad Sierra.Lakes CFD Improvements Fontana, CA Revised August 15, 2000 CANTILEVERED SHEETING BRACED SHEETING ii P_ . 30 H psf 72 osf P. Total 72 oaf • 30 Hpsf SHORING DESIGN: LATERAL SHORING PRESSURES Design of the shield struts should be based on a value of 0.65 times the indicated pressure, Pa, for the approximate trench depth. The wales and sheeting can be designed fora value of 2/3 the design strut value. STRUTS (tYP•) SHIELD (tYP•) UNDISTURBED SOIL 1'min. BEDDING Pa = 30 H HEIGHT OF SHIELD, H sh = DEPTH OF TRENCH, D t , MINUS DEPTH OF SLOPE, H 1 TYPICAL SHORING DETAIL Placement of the shield may be made after the excavation is completed or driven down as the material is excavated from inside of the shield. If placed after the excavation, some overexcavation may be required to allow for the shield width and advancement of the shield. The shield may be placed at either the top or the bottom of thepipe zone. Due to the anticipated thinness of the shield RMA Job N°: 99-233-01 Page 3