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HomeMy WebLinkAbout14-Public Works I ORIGINAL CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION From: Nadeem Majaj, Director Subject: Resolution awarding a contract to CP Construction Co. Inc. for Sewer Improvements in Dept: Public Works Rialto Avenue from Lena Road to Tippecanoe Avenue per Plan No. 12283A(SW08-05). Date: February 3, 2011 File: 3.7767A MCC Date: February 22, 2011 Synopsis of Previous Council Action: 06/28/2010 The Mayor and Common Council adopted the FY 2010/11 to 2014/15 Capital Improvement Program. 10/18/2010 The Mayor and Common Council Rejected all bids for Sewer Improvements and Pavement Rehabilitation for Rialto Avenue from Lena Road to Tippecanoe Avenue (SW08-05),per Project Plan No. 12283. Recommended Motion: Adopt Resolution. f Signature Contact Person: Robert Eisenbeisz, City Engineer Phone: 5203 Supporting data attached: Vicinity Map Ward(s): 1 FUNDING REQUIREMENTS: Amount: $409,000.00 Source: 245-160-5504-7767-0025 Acct. Description: Sewer Construction Fund Finance: Council Notes: ' sy -,2 Agenda Item No. CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION STAFF REPORT Subiect: Resolution awarding a contract to C.P. Construction for Sewer Improvements in Rialto Avenue from Lena Road to Tippecanoe Avenue (SW08-OS), per Project Plan No. 12283A. Background: On June 23, 2009, the Mayor and Common Council approved the FY 2009-10 Capital Improvement Program (CIl') and $514,000 was budgeted in FY 10/11 for Project No. SW08-005 for sewer improvements on Rialto Avenue from Tippecanoe Avenue to Lena Road. The purpose for the new sewer line is to allow both existing and future residential and commercial uses to connect to the City's collection system, eventually converting the existing residential septic systems along Rialto Avenue. This project consists of installing an 8" sewer main with laterals to the existing edge of pavement. After publicly opening sealed bids on Sept. 7, 2010, staff identified the need for additional pavement rehabilitation work, which substantially changed the project scope. In addition, the timing of work by other utility companies necessitated delaying the pavement rehabilitation work. In order to accommodate this, the pavement rehabilitation work will be completed under a separate contract that will begin after the utility work has been completed. On October 18, 2010 Council rejected all bids for the Rialto Street and Sewer improvements from Lena Road to Tippecanoe Avenue. The plans and specifications were revised to reflect the changes and new bids were opened on Dec. 14, 2010. The project was advertised locally in the San Bernardino County Sun Newspaper, F. W. Dodge Company (Rancho Cucamonga and Monrovia), High Desert Plan Room, Construction Bid Board, San Diego Daily Transcript, Bid America Electronic, AGC Plan Room/The Daily Construction Reporter, Reed Construction Data, Construction Bid Source, Bid Ocean, and with the San Bernardino Area Chamber of Commerce, and on the City's website. A total of sixteen bids were received and are listed below: 2 02/03/2011 CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION STAFF REPORT -Continued Name of Bidder Cit Amount of Basic Bid C.P. Construction Co., Inc. Ontario $ 314,490.00 Mike Prelich & Sons, Inc. Baldwin Park $ 317,231.00 Nikola Corporation Irvine $ 319,546.00 Weka, Inc. Redlands $ 328,180.00 Mamco, Inc. Riverside $ 339,777.77 T.B.U., Inc. Beaumont $ 360,620.00 VCI Telcom, Inc. U land $ 378,164.00 El-Co Contractors, Inc. San Bernardino $ 383,807.00 MCC E ui ment Rentals, Inc Yucai a $ 392,253.00 Atom, Inc Hemet $ 409,359.00 Downing Construction, Inc. Yucaipa $ 455,204.00 SRD En ineerin ,Inc. Anaheim $ 457,081.00 MG Construction Development Canoga Park $ 462,365.00 Genesis Construction Hemet $ 480,149.00 E.J. Meyer Company Highland $ 525,555.00 Atlas Under ound Pomona $ 581,670.00 En ineer's Estimate $ 428,716.00 After a complete review of the sixteen sealed competitive bids and verification of mathematical calculations and certifications, staff has determined that C.P. Construction Co. Inc. of Ontario is the apparent low bidder and has met the minimum requirements of the specifications and bid guidelines. Based on the above information, C.P. Construction Co., Inc. is the lowest responsible bidder and staff recommends that the contract be awarded to this bidder. If approved, this project is expected to begin construction in mid March of 2011 and be completed by June 2011. The estimated project costs are as follows: Total Cost Bid Amount $ 314,490.00 Contingencies $ 47,255.00 Subtotal Construction Cost $ 361,745.00 Construction Management & Inspection $ 47,255.00 Total Estimated Construction Cost $ 409,000.00 02/03/2011 CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION STAFF REPORT -Continued Financial Impact: Funding for this project is available in the FY 10/11 Budget for CIP Project "SW08-005 Rialto Avenue Sewer Main from Tippecanoe Avenue to Lena Road" (Account No. 245-160-5504- 7767-0025). Account Budgeted Amount: $514,000,000 Current Balance as of 02/03/11: $508,503.00 Balance after approval of this item: $99,503.00 Recommendation: Adopt Resolution. Attachments: 1-Vicinity Map 2-Resolution 02/03/2011 r------ i i i i Public Works Engineering Sewer Improvements RIAL TO A VENUE At Lena Road To Tippecanoe Avenue PROJECT LOCATIONS - i i I I I I City of San Bernardino, California ' THE THOMAS GUIDE (PG 607 A2) I 677 ST 4TH ST rJ ~ ~ I I '< cEs I LITTLE ~ 24500 G ~°+ & _ ~ ~ q, -~ ST - 25000 d - _ - - Tzno ' sw aaxeenim 24600 ~~ 249CC -'~ 2ND caem .w~ ~t tC $ 2ND ST ~ ' iq¢ CS J ~ a B!/t[DIAG RIA T'O ~~ i w tnoo < ~~ 77 ~ ]~', ~ CT N t~ll~i Z'O BELLEVICN ST 10 $ tiµ '.. ciQ ~~ _ N n w 1 , ~. ~ ~ E CONGRESS STO HARRY i TENNIS ~ SHEPPARD BLVD a COURT HARRY SHEPPARD PpLN BlylD ¢ ~`: se..Ya. VICINITY MAP N.1:S. I I I 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 21 22 23 RESOLUTION NO. RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT TO C.P. CONSTRUCTION CO., INC. FOR SEWER IMPROVEMENTS IN RIALTO AVENUE FROM LENA ROAD TO TIPPECANOE AVENUE (SW08-OS), PER PROJECT PLAN NO. 12283A. BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS: SECTION 1. C.P. Construction Co., Inc. 105 So. Loma Place, Upland, CA 91786, is the lowest responsible bidder for Sewer Improvements in Rialto Avenue form Lena Road to Tippecanoe Avenue (SW08-OS), per Project Plan No. 12283A. A contract is awarded accordingly to said bidder in a total amount of $314,490.00, with a contingency amount of $47,255.00, but such contract shall be effective only upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The City Manager is hereby authorized and directed to execute said contract on behalf of the City; a copy of the contract is on file in the office of the City Clerk and incorporated herein by reference as fully as though set forth at length. SECTION 2. This contract and any amendment or modifications thereto shall not take effect or become operative until fully signed and executed by the parties and no party shall be obligated hereunder until the time of such full execution. No oral agreements, amendments, modifications or waivers are intended or authorized and shall not be implied from any act or course of conduct of any party. SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it within sixty (60) days of passage of this resolution. 25 /// 26 /// 27 28 /// 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 21 23 24 25 26 27 28 RESOLUTION ... AWARDING A CONTRACT TO C.P. CONSTRUCTION CO., INC. FOR SEWER IMPROVEMENTS IN RIALTO AVENUE FROM LENA ROAD TO TIPPECANOE AVENUE (SW08-05) PER PROJECT PLAN NO. 12283A. I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and Common Council of the City of San Bernardino at a meeting thereof, held on the day of , ZOl 1, by the following vote, to wit: Council Members MARQUEZ VACANT BRINKER SHORETT KELLEY JOHNSON MC CAMMACK AYES NAYS ABSTAIN ABSENT City Clerk The foregoing resolution is hereby approved this day of , 2011. Patrick J. Morris, Mayor City of San Bernardino Approved as to Form: ~~ J es F. Penman, City Attorney ~~ `r _`~..- ~ ~~ ~ ~.~- I G lrt ~.. ~~. FILE N0.3.7767A ACCT N0. 245-160-5504-7767-0025 CITY OF SAN BERNARDINO STATE OF CALIFORNIA BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12283 A FOR SEWER IMPROVEMENTS RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-OS ) -' i ~u ~s'~1 ~, ~i~EV~.~it~~~~~ ~~ Tr~ExG.~t-._Q tZv -~.- C~' __ DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO OCTOBER 2010 BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M. ON JANUARY 18 , 2011 ~~~~~, ~~~~~ ~ ~ FILE N0.3.7767A ACCT NO. 245-160-5504-7767-0025 DEPARTMENT OF PUBLIC WORKS CITY OF SAN BERNARDINO STATE OF CALIFORNIA ADDENDUM NO. ONE FOR BID AND CONTRACT DOCUMENTS PLANS AND SPECIAL PROVISIONS NO. 12283 A FOR SEWER IMPROVEMENTS RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE ( SW 08-05 ) The Special Provisions for this project have been amended as follows: 1. The BID OPENING DATE of Tuesday, January 11, 2011, at 2:00 p.m. has been changed to: TUESDAY, JANUARY 18, 2011, at 2:00 P.M. 2. REVISE the DETAIL "A -TRENCH SECTION on Sheet I of PLAN 12283A The Contractor shall construct asphalt concrete base course for the entire 0.46' top depth of all trench repair and for the width of the trench only, without the 1.0' minimum overlap per side (or "T") shown on the DETAIL "A" TRENCH SECTION. IS: Construct AC BASE COURSE, 0.46' THICK for TRENCH WIDTH Was: Construct 1/2" MIN AC SURFACE COURSE extending 1.0' MIN per side past TRENCH WIDTH over AC BASE COURSE for TRENCH WIDTH for a total thickness of 0.46'. ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12283A JANUARY 5, 2011 3. ADD the 8 missing sheets to the back of the SOILS REPORT in the APPENDIX. These sheets are attached and made a part of this ADDENDUM NO.ONE. 4. Asa "NOTE ONLY" following the Pre-Bid Meeting held on January 4, 2011: A question arose about the attempt to contact MBE/WBE sub-contractors prior the submission of bids in Sub-Section 2-1.03, (3), (4) and (7) of the Special Provisions. Please refer to Sub-Section 2-1.04 SUBMISSION OF MBE/WBE INFORMATION on SP-8 of the Special Provisions regarding the acceptability of faxes as proof of attempts to contact and involve minority business enterprise sub-contractors in the case of short bid opening periods. ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AT THE BOTTOM OF THE BIDDER'S INFORMATION SHEET INCLUDED IN THE BID DOCUMENTS OF THESE SPECIAL PROVISIONS. BY: ROBERT G. EISENBEISZ, R.C.E. City Engineer DATE: ~ -~ ~ ADDENDUM NO. ONE PLANS AND SPECIAL PROVISIONS NO. 12283A JANUARY 5, 2011 ATTACHMENT TO ADDENDUM NO. ONE ADDENDUM NO.ONE PLANS AND SPECIAL PROVISIONS NO. 12283A JANUARY 5, 2011 622-R08.2 February 29, 2008 Page 14 long periods, the slopes should be sprayed with a protective compound andlor covered to minimize drying out. raveling, and/or erosion of the slopes. TRENCH BACKFILL RECOIVIlVIENDATIONS Sand equivalent tests on samples ofnear-surface on-site soil material indicate that the near-surface on-site soil material had sand equivalents of 4 to 79. In general, the on-site earth materials present are considered satisfactory for reuse as trench backfill but may not be suitable for pipe bedding or pipe zone backfill. The suitability of on-site materials for pipe bedding and/or pipe zone backfill material should be evaluated by the Civil Engineer who is designing the pipe for the proposed sewer line. Trench backfill materials should be free of significant amounts of organic materials and/or debris and should not contain rocks or clumps greater than 6.0 inches in maximum dimension. No significant amount of oversized rock materials are anticipated to be generated from the cuts performed in the local materials. Trench backfill material should be placed in a lift thickness appropriate for the type of backfill material and compaction equipment used. Backfill material should be brought to optimum moisture content to 3.0 percent above optimum moisture content and compacted to 90 percent or greater relative compaction by mechanical means. Jetting or flooding of the backfill material should not be considered a satisfactory method for compaction unless the contractor can demonstrate that proper compaction will be achieved. Maximum dry density and optimum moisture content for backfill material should be determined according to current ASTM D1557 procedures. CLOSURE This report has been prepared for use by the parties or project named or described above. It may or may not contain suff dent information for other parties or purposes. The findings expressed in this report are based on generally accepted geotechnical engineering practices and principles. No further warranties are implied or expressed beyond the direct representations of this report. This opportunity to be of service is appreciated. If you have any questions regarding this matter, please contact this office at your convenience. HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 29, 2008 Page 15 Respectfully submitted, HII~LTOP GEOTECHNICAL, INC. Senior Engineer Date Signed .f~~~~~ DLC/em Attachments: `Subsurface Exploration Legend.' `Subsurface Exploration Log,'Plate Nos. 1 through 5. Distribution: (4) Addressee HILLTOP GEOTECHNICAL, INC. SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM CONSISTENCY /RELATIVE Visual-Manual Procedure (ASTM D2488) DENSITY MAJOR DIVISIONS GROUP TYPICAL NAMES CRITERIA SYMBOLS GW Well Graded Gravels and Gravel- Reference: 'Foundation Engineering', Peck, Hansen, Clean Sand Mixtures, Little or no Fines Thomburn, 2nd Edition. Gravels Gravels Poorly Graded Gravels and 50 % or more GP Gravel-Sand Mixtures, Little or no Standazd Penetration Test of Coarse Fines Granular Soils Fraction Retained on GM Silty Gravels; Gravel-Sand-Silt Penetration Resistance, Relative Coazse- i No. 4 Sieve Gravels Mixtures** N, (Blows /Foot) Density Gra ned with Soils* Fines GC Clayey Gravel, Gravel-Sand-Clay Mixtures** 0 - 4 Verv Loose More than SW Well Graded Sands and Gravely 4 - ]0 Loose SO % Retained Sands, Little or no Fines Clean 10 - 30 Medium on No. 200 Sands Sands Poorly Graded Sands and Gravelly Sieve SP Sands. Little or no Fines 30 - 50 Dense More than 50 %of Sands SM Silty Sands. Sand-Silt Mixtures** > 50 Very Dense Coarse with Fraction Fines Passes No. 4 SC Clayey Sands, Sand-Clay Sieve Mixtures** ML Inorganic Silts, Sandy Silts, Rock Standard Penetration Test Flour Cohesive Soils Silts and Clays CL Inorganic Clays of Low to Penetration Consistency Unconfined Medium Plasticity, Gravelh~ Resistance, N, Compressive Liquid Limits 50 °io or less Clays, Sandy Clays, Silh- Clays, (Blows i Foot) Strength, Fine i Lean Clays (Tonsi Sq. Gra ned Ft. ) Soils* OL Organic Silts and Organic silty Clays of Low Plasticity < Z Very Sofr < 0.25 50 % or MH Inorganic Silts, Micaceous or 2 - 4 Soft 025 - 0.5 more Diatomaceous silts. Plastic Silts Passes No. 4 - 8 Medium Stiff 0 5 - 1 0 200 Sieve Silts and Clays CH Inorganic Clays of High Plasticity, . . Fat Clavs 8 - 15 Stiff t .0 - 2.0 Liquid Limits Greater than 50 % OH Organic Clays of Medium to High 15 - 30 Very Stiff 2.0 - 4.0 Plasticity > 30 Hard > 4.0 Hig hly Organic Soils PT Peat, Muck, or Other Highly Organic Soils * Based on material passing the 3-inch sieve. ** More than 12% passing the No. 200 sieve; 5% to 12% passing No. 200 sieve requires use of duel symbols (i.e., SP-SM., GP-GM, SP-SC, GP-GC, etc.): Border line classifications are designated as CH/CI, GM/SM, SP/S W, etc. U.S. Standard Sieve Size 12" 3" 3/4" #4 #10 #40 #200 Unified Soil Classification Boulders Cobbles Gravel Sand Silt and Designation Coarse Fine Coarse Medium Fine Clay Moisture Condition Dry Absence of moisture, dusty, dry to the touch. Moist Damp but no visible moisture Wet Visible free water, usually below the water table. Material Ouantitv Trace < 5 Slightly 5 - 12% Little 12 - 25% Some 25 - 50 Other S C -Core Sample S - SPT Sample B -Bulk Sample CK -Chunk Sample R -Ring Sample N -Nuclear Gauge Test O -Water Table H11t7+oP GEOTECHNICAL SUBSURFACE EXPLORATION LOG BORING NO. B-1 HaL~ GEOTEC-urrca~ Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1041.8 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring (ft.): 11.0 ~; f +~ CL d A ._. ~ ~ ; s. , y `, ~ ~ F,,; j y ,1 ~ *' p 'O Description u. + ~ ~ ~~, A ~ ~ °r,,' ~ o ~ oS ~ v~ a> e~ ~ ac~ p ,~ ~ v~~s r~ .Q A O ~ ~~F a" s~. ~ n v --_ _. n ~._ ..._ __ __ -. - .,. _B~. _~ __ ~-.-._ -__ a~ ~_ _._._~.~,,ILL__8 Asp'Iialt Concrrete%~0 Aggregate Dase. _ __ . _ -- .. _ I 'Silty fine to coarse sand, some gravel; Dark brown; Moist; ' ~ ;Medium dense. ' ' j _~.._ ~- 3'M~. ' Silty fine to coarse sand, some gravel; Brown; Moist; Medium :dense. 1 ~,_ ~. 2 ~~ ,,,~, M' F 3 ~. r 4 --'' z 5 -' - 6 ~ Lr.~.{^ 7 '' 8 9 10 -1 12 13 _', 14 . 15 ~ ; 16 .¢ E 17 -t 18 f } 19 "~ 20 -~ i 21 ~ 22_ -~ 123 24 25, -. i 11 12 14 5 8 10 E I __ ______.~---~-_____ w~ _~___ _ .._;._~ ~ttom o~~onng at~3.~1"eet._,.__.__._ _-_.. ___.__ _. _. .________~~.__~. No groundwater encountered. Boring backfilled with excavated material and capped with cold patch asphalt concrete. i i i > i 1 S - SPT Sample R -Ring Sample B -Bulk Sample N -Nuclear Gauge Test D -Disturbed Sample Plate No. 1 SUBSURFACE EXPLORATION LOG BORING NO. B-2 Hu1T~ GEOfEC-irnca~ Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1057.8 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring (ft.): 12.5 C i s. S ~, ~ ~ ~ ~ ~ ? ~ ~ o -d ~ Description '~,, O. y m 'm i A ~ ~ ~ i p ~ ! ~ ~ - p ~ ~ a~i p ~ a~+ ~ O p +' p { _ _ _ _ ~.-_ _, _-- i ~ TJ~'ILI:: 3~A-sp'halt Concrete/6" Aggregate Base."~___ __-_.___..,..___.__,__. ` , SP-SM! ~Slightly silty fine to coarse sand, some gravel; Slightly micaceous; 1 = 7 ~ ~ Brown; Moist; Medium dense. ,~ g 2 ~~: 11 ~ ! ---- -----_ - ;..` , _ . _ _ . w_ __SP. ,.._ , .. ,- . _ ; .- -- _ . 'Fine to eoarse sand;~~range-brown; Moist. ----~_ .- -- - 3 ~t~ i -.~ 4 ~_. ~:2 Silty clay, some sand; Black; Moist; Medium stiff. 6 ~ 3 - ~,~ ;: ~~ 3 '~ ~ ~ - - 7 KF~w. ___~ _. , _. ~- _ _. _. .: _ !...__ ; ___ Saridy silt; Liglit brown; Moist;.~l~Iedium sti$'. __. ___-__--- -_-__ _ ~ ; 8 9 _ SIB _.; "--- ' ~ -- '--~ ~-~ ~ (sraveTly medium to coarse saiid;~Lght gray-brown; NToist;'C~`ery - i dense. 10 11 ~ ; to ~ F 28 ~,-r'. 12 . ~ 50/5,• 13 ? r ~ottom-o~~~bonng at~l.~~eet. -_______.___~. No groundwater encountered. 'Boring backfilled with excavated material and capped with cold 14 patch asphalt concrete. 15 16 17 18-i 19 - 20 - 21 22 23 24 _. . 125 S - SPT Sample R -Ring Sample B -Bulk Sample N -Nuclear Gauge Test D -Disturbed Sample Plate No. 2 ~ SUBSURFACE EXPLORATION LOG BORING NO. B-3 H1uaoP GporECtev~cn~ Project Name: City of San Bernardino Project No. 622-R08.2 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1053.5 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring (ft.): 13.0 ~ ~ ~, E~ ~ ~, ° ~ co i ~ _ v, ~ ~ " '' ~, ~ p ~ 3 , ^8 Description y ~ ,~ ~ c,, -~ m `~ ... ` E ~ ~ t a£" ILL: (i` As halt (,oncrete 3T~. Aggregate use. ~E _ E f ~ ;Silty fine to coarse sand, trace gravel; Light brown; Moist; 1 13 , ' ~ Medium dense. ` 2 ~ ~:` g . 3 ., 4 ,~'- , 5 i ~ ' 6 _. r ~ ,, , ~. 1 .N: , __~ _._..~ .~_ , __-- - -_-- ,---~r_e~._ s.____...__..~__,. _____-- _-_ ______ ___~_~_. ____-- _____,Arz~wrrnvr- -__.___ 4 ' ~ Silty clay; Micaceous, Dark gray; Moist; Medium stiff. 8 ' ~ ~ ~ `' S1V1' ~ - ~ ~ _ ,BiTty one to coarse sand, trace organic material; Black;~Moist; :Loose. 9 d to _: -- -- ~ SP ~ _ ~ ': _ _ ~ `~ ~ ` ` --_.__ _ _ _ _ - - -Fine to coarse sand, eome~ gravel; Light orange-brown; Moist; " ~ " c ~ ~ 'Very dense. 11 ~ 12 ~- 36 ~ ; 50 _ B-ottom of`bormg at ~.6~et. No groundwater encountered. 14 ''Boring backfilled with excavated material and capped with cold `patch asphalt concrete. 15 t 16 - 11 - 18 - 19 20 21 - 22 23 - 24 25 S - SPT Sample R -Ring Sample B -Bulk Sample N -Nuclear Gauge Test D -Disturbed Sample Plate No. 3 SUBSURFACE EXPLORATION LOG BORING NO. B-4 HYITOP GE]OTE,GNNICAL Project Name: City of San Bernardino Project. No. 622-R08.2 Date: 02/04/08 Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Drill Hole Dia.: 8 in. Drop: 30 in. ~ ..yy ~ i. i.l t O ~ ~~ ~ ~ ~ U ~ ~ ~ Q. ~ ~ ~ •~ '~, ~ A ~ m ~ w ~ °~ i ~„ c, ~~ ~ i ~~ ~ ~. C ; A '~' t - f- a~ - - - - ~.~ A~ ~-- -_ - ~v _ _ ~ ~ ~~ 1 ~ r ~ ~ 7 j I { 2 ~i 3 ^~ ~i 0 Logged By: RG Elevation: f 1049.7 Depth of Boring (ft.): 14.5 Description F`ILL:~ff.~"'L~spTialt~oncreteT~" Aggregate B-aseA _..___ ___...._._.____ 'Silty fine to coarse sand, trace gravel; Slightly micaceous, Brown; ;Moist; Medium dense. 3 . ' _--- - ------.`--S.P- ~.____._.__._ -_ ~aI--`--- --AGLT~`VI~M' `_ __.__---___ _._____-_.____._ _____.__ .w-...~_________-___._. Gravely medium to coarse sand; Light gray-brown; Moist; Very 4 .~.~~_. 'dense. 5 °~ i 6 ~ __~' 7 i .:~ :5013' i ~' 8 , 9 10 _ _-Sly ~ ~ ~ '~`ineto coarse sand, trace gravel;-Light-gray-brown; Mos£;-Dense. 12 13 ~ 12 ' t2 ~Yk ;; 21 14 25 _. _.____ w ._ ._ _ ~.. _ _._ _ _..._,. _ _ __ . _ _ _---- _.._.__,_ ._._.._ ~jBottom o-fboririg at IT~I'eet.~~-4-/---u___v___..- . 15 ; ; , No groundwater encountered. ;Boring backfilled with excavated material and capped with cold 16 E ` Epatch asphalt concrete. '17 i 18 -~ { { ' ~ i 19 ~ ! 1 ~ i 3 i 20 ~ s'" ' ~ 21 r ~ ' ..._-~ j ~ ! y z I 22 ! j ! § ~ ' 23 ~ } F k 24-j ~ t i 1 s 25 -- S - SPT Sample R -Ring Sample B -Bulk Sample N -Nuclear Gauge Test D -Disturbed Sample Plate No. 4 SUBSURFACE EXPLORATION LOG BORING NO. B-5 H~'i~ GEaTECHNICAL Project Name: City of San Bernardino Project No. 622-R082 Date: 02/04/08 Logged By: RG Type of Rig: Hollow-Stem Auger Drive Wt.: 140 Ib Elevation: f 1059.9 Drill Hole Dia.: 8 in. Drop: 30 in. Depth of Boring (ft.): 13.5 " " d ~ ~ ~ e~ a~i ,.. ~' ~ ~ o '!3 Description ~ ~ C~ ,._ G1 ~ ! _..___ ~ _ ~ ~ _ ~_ ~ - i+ ~ ~_.._ _ ~ ~ _.T. _ _ ..~i . ~+ ~, - ` ` - - ~ S14T ~ ; al ~'IL~: ~.u"Aspha It ( Ioncrete7 9`~Aggregate ~3ase i i ~ , ! i . i Silty fine sand; Micaceous; Gray; Dry; Medium dense. 1 n ~ 16 13 ~ i I ___ ~_ ___ _ _______~_ . _.r __ 3 ~' :Silty fine sand, trace clay; Micaceous; Gray; Medium dense. 3 - ' 4 - ~ 5 , ~_ ..,~ ,_ - _. _ _ . _. _ . ~_ . ._ .. _ __ ;Sandy clay; DarTi gray; Nl-oist; Stiff.-__ _ __ _, . ~ _. 7 ~ `~~- 8 ,,.__i.~. _~._; .__.. _ _..;-._ `~aridysilt;Lightgray;lVloiat;~~erystifl'. _~ - --_---.-._..--- 8 20 i 9 -' 4 + ~. ,, i 10 _ _~ _- __ ~._. _... _. ,__-__ -- -- -_,.. .____-___.W-~__-_- -. __ _-_._ _-_..___ ___-. SI' F ; '.Fine to coarse sand; Light orange-gray; 1Vloist Very dense. 11 a 12 `'~{. 16 13 ~ ~ 40 bottom oTboring at 3~.~ met. 14 ? ' No groundwater encountered. ' Boring backfilled with excavated material and capped with cold 15 I `patch asphalt concrete. 16 j 17 ! ~ t , 18 -{ 1 r 19 -~ - ~ 20 ~ t 1 21 - 22 _. _ 23 -~ ~ 24 -~ i 25 - ; S - SPT Sample R -Ring Sample B -Bulk Sample N -Nuclear Gauge Test D -Disturbed Sample Plate No. 5 DESCRIPTION OF THE COMPONENTS OF THESE PLANS AND SPECIAL PROVISIONS The "Bid and Contract Documents" for this project consists of three (3) Parts as follows: PART I -Administration PART II -Special Provisions The above two (2) parts are bound together in one (1) manual titled "Bid and Contract Documents " PART III -PLANS, One (1) separately bound set DRAWING NO. 12283 A - SHEETS 1 - 4 SEWER IMPROVEMENTS RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-OS ) Contents for Bid and Contract Documents.doc CITY OF SAN BERNARDINO TABLE OF CONTENTS PART I ADMINISTRATION NOTICE INVITING SEALED BIDS BID DOCUMENTS BID FORM B-1 BID SCHEDULE B_2 BIDDER'S INFORMATION AND SIGNATURE & BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS C-1 SPECIAL NOTICE C_2 DESIGNATION OF SUBCONTRACTORS C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION C-4 NON-COLLUSION AFFIDAVIT C-5 FORM OF BID BOND C-6 MBE/WBE INFORMATION -GOOD FAITH EFFORTS REFERENCES PART II SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 -SPECIFICATIONS AND PLANS SP-1 SECTION 2 -BID REQUIREMENTS AND CONDITIONS SP-5 SECTION 3 -AWARD AND EXECUTION OF CONTRACT SP-11 SECTION 4 -CONSTRUCTION SCHEDULE & COMMENCEMENT OF WORK, TIME OF COMPLETION & LIQUIDATED DAMAGES SP-13 SECTION 5 -LEGAL REQUIREMENTS SP-15 SECTION 6 -GENERAL SP-22 SECTION 7 -UTILITIES SP-33 SECTION 8 -DESCRIPTION OF WORK SP-38 SECTION 9 -TRAFFIC CONTROL SP-41 SECTION 10 -MOBILIZATION SP-45 SECTION 11 THROUGH SECTION 27 BLANK SP-47 SECTION 28 -IMPORTED BACKFILL AS ORDERED BY THE ENGINEER SP-48 SECTION 29 -SHORING OF EXCAVATION SP-49 SECTION 30 THROUGH SECTION 32 BLANK SP-51 SECTION 33 -SEWER PIPE SP-52 SECTION 33B -VIDEO INSPECTION OF PIPE SP-55 SECTION 34 -MANHOLES SP-56 SECTION 35 -TRENCHING, BACKFILL AND RESTORATION OF ASPHALT CONCRETE PAVEMENT SP-57 SECTION 36 -JACKING SP-60 SECTION 37 -STEEL PIPE ENCASEMENT SP-62 SECTION 38 THROUGH SECTION 49 BLANK SP-64 SECTION 50 -REMOVAL & RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT SP-65 APPENDIX SOILS REPORT STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS CALTRANS STANDARD PLANS CALIFORNIA MUTCD STANDARDS PROJECT LOCATION SURVEY DOCUMENTS CONTRACT AGREEMENT i ^ ^ ^ ^ ^ ~. ~~ D PART I ADMINISTRATION Engineer's Estimate (Range Only): $400,000 to $450,000 NOTICE INVITING SEALED BIDS CITY OF SAN BERNARDINO Owner NOTICE IS HEREBY GIVEN that the City of San Bernardino (CITY) will receive bids for: SEWER IMPROVEMENTS RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-05 ) in accordance with Special Provision No. 12283 A in file in the Office of the City Engineer, Department of Public Works, Third Floor, San Bernardino City Hall. Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall, 300 N. "D" Street, San Bernardino, California, 92418, upon anon-refundable payment of $15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions maybe mailed for an additional charge of $6.00 per set. No bid will be received unless it is made on a bid form furnished by the CITY with the unit prices written in words and also shown in figures for each item, and with the total of each item and total of all items extended and inserted in the spaces provided. Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California, with the bidder's name and address, the specification title and number and "SEALED BID "clearly marked on the outside of the envelope Said bids will be received up to the hour of 2:00 p.m., on, Tuesday, January 11, 2011, at which time all of said bids will be publicly opened, and examined and declared in the City Engineer's Conference Room, Third Floor, City Hall. The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the time the contract is awarded. The prime Contractor shall perform, with his own organization, contract work amounting to at least 50 % of the contract price. All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute said contract, the use by the public of the improvements will be delayed, and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix said amount of damages. Therefore, the CITY and the bidder agree that the above sum of ten percent shall be paid to the CITY upon the condition above set forth as liquidated damages and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. The Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the contract as provided for in Section 10263 and Section 22300 of the California Public Contract Code. A Non-mandatory Pre-Bid Meeting will be held on Tuesday , January 4, 2011, at 2:00 p.m., in the office of the City Engineer, Public Works Department, Third Floor, City Hall, 300 North "D" Street, San Bernardino, California. This meeting is to provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material supply opportunities, and to make the prime Contractor aware of the CITY's outreach program as it relates to minority hiring and participation. Bidder's attendance at this meeting is recommended, but the prime may certify that they are familiar with the program and attendance is not required. Attendance and/or certification may be used as part of the good faith effort. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified Certification Program (UCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http://www.dot.cagov/hq/bep/index. Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and made a part thereof by references as fully as though set at length herein, have ascertained and determined the general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work for each craft or type work of workman needed in the execution of contracts under jurisdiction of said Mayor and Common Council. Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten.(10) days prior to the actual Bid Opening, which have been predetermined and are on file with the California Department of Industrial Relations are also referenced and made a part thereof. It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub- contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics employed by them in the execution of the contract, and to prevent discrimination in the employment of persons because of race, creed, color, or national origin, as set forth in the provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San Bernardino. This project is subject to requirements for the employment of apprentices registered with the California Department of Industrial Relations, Division of Apprenticeship Standards. Additional information can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. The City of San Bernardino reserves the right to waive any informalities or inconsequential deviations from contract specifications, or to reject any and all bids. No bidder may withdraw his bid within 45 working days from the date of the bid opening. The CITY reserves the right to take all bids under advisement for a period of 90 days. Specific questions regarding this project should be submitted in writing to the City Engineer's Office as follows: City Engineer's Office Third Floor San Bernardino City Hall 300 North "D" Street San Bernardino, CA 92418-0001 SUBJECT: SEWER IMPROVEMENTS, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-OS ) PLANS & SPECIAL PROVISIONS NO. 12283 A Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi@sbcity.org Inquiries or questions based on alleged patent ambiguity of the Plans or the Special Provisions must be communicated as a bidder inquiry prior to the bid opening. Any such inquiries or questions, submitted after the bid opening, will not be treated as a bid protest. Written responses will only be provided to written questions. No written response will be provided to verbal questions. CITY OF SAN BERNARDINO ~.~1J RACHEL G. CL ~~' ~ `'-~ City Clerk NOTICE TO ADVERTISE: SPECIFICATION NO. 12283 A SHALL APPEAR IN FIRST ISSUE NOT LATER THAN DATE: 12 / 14 / 10 and 12 / 20 / 10 (FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION ) SIGNATURE: DATE: BID DpCUMENTS s i I t 1 1 BID FORM TO THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the Plan and read the accompanying instructions to bidders and hereby proposes to furnish any and all required labor, materials, transportation and service for the SEWER IMPROVEMENTS RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-05 ) in strict conformity with Plans and Special Provisions No. 12283 A , of the Department of Public Works, City of San Bernardino and also in accordance with Standard Specifications for Public Works Construction, 2009 Edition. The undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment therefor the following. unit prices or lump sum prices, to-wit: B-1 BID SCHEDULE PLAN NO. 12283 A SEWER IMPROVEMENTS RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-OS ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 1. 1 LS MOBILIZATION, at the Lump Sum price of Sayan Thousand Fiva Hundrad ~*********************** Dollars & No Cents LS $ '~,~00.00 2. 1 LS TRAFFIC CONTROL, at the Lump Sum price of Tan Thousand*************** ************************* Dollars & No Cents LS $ 10 ,000.00 3. 1 LS VIDEO INSPECTION of Sewer Main, at the Lump Sum price of & No Cents LS $ 3 ,000.00 4. 1 LS SHORING OF EXCAVATION, at the Lump Sum price of Tan Thousand Dollars & No Cents LS. $ 10 ,000.00 5. 1,580 TN IMPORTED BACKFILL, as Ordered by the Engineer, at Ona Dollars & No Cents per TON $ 1..00/ TN $ 1 ,580.00 6. 2,802 LF 8" PVC SEWER MAIN, at Fifty-Five Dollars & No Cents per LIN. FT. $55 .00/ LF $ 154 ,110.00 7. 27 LF 18" STEEL CASING For 8" Sewer Main, at Two Hundrad 'Itventy-Fiva******** *************************Dollars $ 2~.~0/ LF $ 6 ,07 5.00 & No Cents per LIN. FT. 8. 9 EA SEWER MANHOLE, per CITY Std No. 301 at Thraa Thousand One Hundrad Fifty*******************Dollars & No Cents per EACH $ ~ OOEA $ 2 8 , 3 50.00 B-2 BID SCHEDULE PLAN NO. 12283 A SEWER IMPROVEMENTS RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE (SW 08-OS ) ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES 9. 45 EA 4" PVC SEWER LATERAL and PLUG at Edge of Existing Pavement, per CITY Std. No. 305, at Eight Hundred Fifty***** ****************************** *************************+EDollars & No Cents per EACH $ 850,174/ EA $ 3 8 ,250.00 10. 462 TN ASPHALT CONCRETE PAVEMENT, per Detail "A" on PLAN, at Seventy-Five Dollars & ~ Cents per TON $ ;TOa TN $ 3 4 ,650.00 11. 525 TN AGGREGATE BASE, CRUSHED, per Detail "A" on PLAN, at Twenty-Nine****** ************************* Dollars & No Cents per TON $ 29.4Q' TN $ 15 ,225.00 12. 1 LS NPDES REQUIREMENTS for SWPPP, per SECTION 6-1.03, at the Lump Sum price of mt*~, Thol~~a~{ Fi ve Hundred Dollars & No Cents LS $ 2 ,500.00 13. 1 LS SURVEYING SERVICE, per SECTION 6-1.10 at the Lump Sum price of Three Thousand Two Hundred Fifty*******'xbollars & No Cents LS $ 3,250.00 TOTAL BID $ 31~1,490.Oo B-3 BID SCHEDULE PLAN NO. 12283 A SEWER IMPROVEMENTS RIALTO AVENUE, LENA ROAD TO TIPPECANOE AVENUE ~ sw o8-os BID NOTES: The unit price must be written in words and also shown in figures. All blank spaces appearing above must be flied in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts, and "WORDS" shall govern over "UNIT" figures. Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts, implements, taxes and supplies necessary to complete the project, as based on the City Engineer's estimate of quantities of work. The total price must be extended for each item of work and the total of all items inserted in the space provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to the CITY. Failure to do so will result in the bid being non-responsive. Any situation not specifically provided for will be determined in the discretion of the City of San Bernardino (CITY), and that discretion will be exercised in the manner deemed by the CITY to best protect the public interest in the prompt and economical completion of the work. The decision of the CITY respecting the amount of a bid, or the existence or treatment of an irregularity in a bid, shall be final. BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract Documents. B-4 BIDDER'S INFORMATION AND SIGNATURE: It is the understanding of the undersigned that the work hereinabove described shall be commenced within 10 working days from the date of the "Notice to Proceed", and shall be completed within 40 working days from the date of said notice, as directed in SECTION 4 of these Special Provisions.. The undersigned further agrees that in case of default in executing the contract, or furnishing necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to the City of San Bernardino as liquidated damages. Licensed in accordance with an act providing for the registration of Contractor, LICENSE NO.: 304795 EXPIRATION CLASSIFICATION: ~"A", c12, c34,DATE: 07/1 /zn11 & C42. FIRM NAME: C.P_ CnnGtrurtion~'o T-~~o- BUSINESS ADDRESS: P • 0. Box 1206 Ontario, CA 91762 BUSINESS PHONE: (909) 981-1091 FAX: (909) 981-6704 CELL: (909) 266-6595 If an individual, so state. If a firm or co-partnership, give the names of all individuals, co-partners composing the firm. If a corporation, give the names of the president, secretary, treasurer and manager thereof: Corporation Is Bidder currently acertified DBE? Yes ^ No ~l Legal Status of Firm NAMES ADDRESS (ES) Charles Pfister, President/Manager P.O. Box 1206, Ontario, CA 91762 Michael Pfister, Secretary/Treasurer P.O. Box 1206, Ontario CA 91762 // // SIGNATURE OF BIDDER: Dated: January 18 , 2011 BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS: ADDENDUM NO.1 DATE: 01 / 0 5 / 2 011 ADDENDUM N0.2 DATE: ADDENDUM N0.3 DATE: ADDENDUM N0.4 DATE: C-1 SPECIAL NOTICE The bidder's attention is directed to the section entitled, "Required Listing of Proposed Subcontractors", in Section 2 of the special provisions regarding the requirement that proposed subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of one percent of the total bid or $10,000.00, whichever is greater. In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a notice of the claim must be submitted to the Office of the City Engineer in writing within 2 working days after the time of the bid opening and send copies of the notice to the subcontractors involved. The bidder shall provide actual the dollar "Sub-Contract Amount" as submitted by each listed sub-contractor, keeping in mind that the prime contractor for this project is required to provide or perform, with his own organization, contract work amounting to at least 50% of the total contract bid price. Material required for any of the contract work of this project that is purchased directly by the prime contractor is considered as included in the prime contractor's 50% requirement. If material purchased directly by the prime contractor is to be used by a listed sub- contractor in performing contract work, the dollar amount of such purchased material should not be included in the dollar amount listed for said sub-contractor. C-2 C.P. Construction Co., Inc BIDDER'S FIRM NAME DESIGNATION OF SUB- CONTRACTORS PLANS & SPECIAL PROVISIONS NO. 12283 A In compliance with the provisions of Section 4100-4114 of the Public Contract Code of the State of California and any amendments thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or labor or render service to the Contractor. Name & Address Agency & No. of Under Which MBE/WBE CERT Licensed (If Applicable) Sub-Contractor's Sub-Contract Work to Be Phone-No. Amount Performed: 1_ Reynolds W. Wright: SurvEying 12215 Columbia Avt~. 909-790-1~~,~ $ 2,805.00 Yucaipa, CA 92399 Bid Item 2. 3. 4. 5. 6. IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE THIS SHEET DO NOT WRITE ON THE BACK C-3 WORKERS' COMPENSATION INSURANCE CERTIFICATION I am aware of the provisions of Section 3700 of the Labor Code requiring ' every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor: NAME OF FIRM: ~ , P BY: ' TITLE: Vice President DATE: 01/18/2011 C-4 (This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will result in rejection of bid.) NON-COLLUSION AFFIDAVIT To the Department of Public Works, City of San Bernardino, State of California: The undersigned in submitting a bid for performing the following work by contract, being duly sworn, deposes and says: That he cx~~e is of the party making the foregoing bid, that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; communication, or conference with anyone to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract on anyone interested in the proposed contract; or take any action in restraint of free competitive bidding in connection with such contract; that all statements contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his ;~~~~ bid price or any breakdown thereof, or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. C.P. Construction Co., Inc. Fi Name --~ Signature of Bidd John Blough, Vice President P.O. Box 1206 Ontario, CA 91762 Business Address 105 South Loma Place, Upland, California 91786 Place of Residence Printed Name and Title Subscribed and sworn to (or affirmed) before me this ~ day of January ~ 20 11 the above proved to me on the basis/off satisfactory evidence to be the person who appeared before me. ~.Q.,~~~ (.,t_, ,, Signed Freida M. Ahmed, Notary Public Notary Public in and for the County of San Bernardino State of California. +.~.. .. FREIDA M. ARMED Commission # 1784880 -ee Notary Public • California ~ : ° ~ ~ San Bernardino County MyComm. E~iresDcac 13,2011 My Commission expires on Dscemb2r 13 2011 . Year C-$ FORM OF BID BOND Bond No. CPCON-73 KNOW ALL Iv1EN BY THESE PRESENTS, that we, the undersigned, C . P . Construct ion co . , Inc . as Principal, and Fidelity and Deposit Company of Maryland as Surety, are hereby and firmly bound unto the City of San Bernardino ,State of California, hereinafter referred to as "Obligee" in the penal sum often percent 10% of the total amount of the bid of the Principal submitted to the Obligee for the work described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT: WHEREAS, the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the Sewer Improvements - Rialto Avenue Lena Road to Tippecanoe Avenue (SW OS-05) (Copy here the exact title description of word including location, as it appears on the Bid and Contract Document ) for which bids are to be opened on Januarv 1 s th 2 011 (Insert date of opening) NOW, THEREFORE, a. If said Bid shall be rejected, or in the alternate, b. If said Bid shat] be accepted and the Principal shall execute a contract in the Form of contract attached hereto (properly completed in accordance with said Bid } and shall furnish a bond for his faithful performance of said contract, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise, the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety does hereby waive notice of any such extension. Signed, this 13th day of January , 20 I1 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first mentioned. Fidelity and Deposit Company C.P. Construction Co., Inc. (SEAL} of Maryland (SEAL} Pri ipal ~ Surety By: !~ By: S' atltYe Slgnatt[i"e John Blough, Vice President Dwight Reilly, Attorney-In-Fact Printed 1Vame and Title Printed Name and Title NOTE: Notarization of Principal and Surety signatnres and Power of Attorney of the Surety shall accompany this form. C-6 ACKNOWLEDGMENT State of California County of San Bernardino On January 14, 2011 before me, Freida M. Ahmed, Notary Public Date Name and Title of Officer personally appeared --John Blough- Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(,a'S whose name(~'j is/axe subscribed to the within instrument and acknowledged to me that he/sf~t~eiy executed the same in his/h>~tkveir authorized capacityji~, and that by his/Ir signature,Fs`j on the instrument the person~j, or the entity upon behalf of which the person(,a`) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 1 FREIDA M. ARMED Signature ~~~'~~~~ f ~• ~~.~' ~~ Commisslon # 1784880 Freida M. Ahmed ~ < .-.,~ Notory PubUc - Collfornio ~ ~ ~ Son Bernordlno County ' MyComm. E~Ires Dec 13,2011 ~~~~~~ ACKNOWLEDGMENT State of California COUnty Of _ Orange ) Qn January 13, 2011 before me, Susan Pugh, Notary Public (insert name and title of the officer) personally appeared Dwight Reilly who proved to me on the basis of satisfactory evidence to be the person(s~ whose name(} is/ subscribed to the within instrument and acknowledged to me that he/may executed fhe same in his/f~#t#~ir au#horized capacity(t~}, and that by his/hexbttaeir signatures} an the instrumen# the persons}, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJEJRY under the laws of the State of California that the foregoing paragraph is true and correct. ~` ~'°""''~'".>~ SUSAN PUGH WETNESS my hand and officiaE seal <i~' _ 4-!%~ ~: commission # t ~saaao =. ~ :m'. Ndtcary Public -Cali"Omla Z Z < ism:-f.~:~ ,. '~~ ,-:a ~' ~ Cfrtsnge Cottniy ~ ~„~, h7y comm. ~;,•es fur 28, 201 t ~" Signature _ ,~ ,~, ,.-.~ ~ ~; (Seal) Susan Pugh (^~ Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by DAVID S. HEWETT, Vice President, and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2, of the By-Laws of said Company are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date he e~~by nominate constitute and a oint Dwi ht REILLY and Allison RITTO both of Oran e C }I'o ~~ ~ pp g g ,_.-~j~'}i ~a~`~~C`FI~s t,~ue:~fd lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and o~its~beh~f`as~-r=1 ancha~~. ts~'ci.and-deed: an and all bonds and undertakings, and the execution of such bans oX undertakings ~n purSU~ne~_o~these presents, shall be as r°~ _v) 1 i ~ binding upon said Company, as fully and amply,'~to alh u~'itents and, pnr'pose~,,as if they had been duly executed and acknowledged by the regularly elected bfficers'ofthe.Gom~an~V;at:,its office in Baltimore, Md., in their own proper persons. -, ., - The said Assistant set forth on the reverse side hereof is a tl-ue copy of Article VI, Section 2, of the By-I'~w~of sti CdSnip§ ~"nd is now in force. IN WITNESS WY-,II`REt~F he`'said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate-Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 24th day of June, A.D. 2010. ATTEST: '~~ .4f POS~r ~"O'~o o ; ,"ly ~~ a ~~ '? 4'Wl'1 State of Maryland 1 City of Baltimore I ss. By: Eric D. Barnes Assistant Secretary David S. Hewett Vice President On this 24th day of June, A.D. 2010, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came DAVID S. HEWETT, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. \,,1„111,,,,1 :: •` r'~ >:. n i. ', e . ~~llt'~~~h}y ~.i\ 11j1t111111\\\\\ Constance A. Dunn Notary Public My Commission Expires: July 14, 2011 FIDELITY AND DEPOSIT COMPANY OF MARYLAND .~ . , . POA-F 012-0079C PART II t I i 1 SPECIAL PROVISIONS 1 SPECIAL PROVISIONS INSTRUCTIONS TO BIDDERS SECTION 1 1-1 SPECIFICATIONS AND PLANS 1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the Standard Specifications for the Public Works Construction, 2009 Edition, and City of San Bernardino Standard Drawings, insofar as the same apply and in accordance with the following Special Provisions. 1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following: Age°cy - The City of San Bernardino. i Board - The Mayor and Common Council for the City of San Bernardino. a City Engineer - The City Engineer for the City of San Bernardino. f Laboratory - The laboratory to be designated by the City of San Bernardino to test materials and work involved in the contract. Office of the District - Whenever, in the Standard Specifications, reference is made to the office of the District or the District's office, such references shall be deemed made to the Office of the City ' Engineer, Public Works Department, located on the 3`d floor of City Hall for the City of San Bernardino, 300 N. "D" Street, San Bernardino. 1 ~ sP-i The mailing address for the City of San Bernardino's Public ' Works Department is: City of San Bernardino Public Works Department 300 North "D" Street, 3`d Floor ~ San Bernardino, CA 92418-0001 Resident Engineer - The Resident Engineer is the City of San Bernardino's Engineer City Engineer, registered as a Civil Engineer in the State of California, or the designated representative of the City of San Bernardino's City Engineer, registered as a Civil Engineer in the State of California. Notice Advertising .for Bids -Notice Inviting Sealed Bids. Standard Specifications - Standard Specifications for Public Works Construction "Green Book". Other terms appearing in the Standard Specifications, and these Special Provisions, shall have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Specifications. 1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the Agency are contained in the most current edition of the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", as written and promulgated by the Public Works Standards, Incorporated, a mutual benefit corporation comprised of five members representing the American Public Works Association, and four members from the Associated 1 General Contractors of California, the Engineering Contractors Association, the Southern California Contractors Association, and BNi Publications, Incorporated. a The Standard Specifications set forth above will control the general provisions for this Contract except as amended by the Plans, Special Provisions, or other contract documents. Only those Sections requiring amendment or elaboration or specifying options are called out. In case of conflict between the Standard Specifications and the Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions. ~ sP-2 References in the Special Provisions to "CALTRANS Standard Specifications" shall mean the Standard Specifications (MAY, 2006) of the State of California, Department of Transportation. References in the Special Provisions to Standard Plans shall mean the Standard Plans for the City of San Bernardino or other governing agency as specified. Applicable Standard Plans for this project are contained in the "Standard Drawings", section of these Specifications. Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place, that only the best general practice is to prevail and that only materials and workmanship of ~ the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals and do all the work involved in executing the Contract. The Contractor shall meet or exceed the applicable Public Works Policies and Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer. The plans and specifications of this project shall conform to the requirements of the City of San Bernardino Municipal Code and Public Works Construction Policies, the latest editions of the Standard Specifications for Public Works Construction (green book), the American Concrete Institute (ACI), the current California Building Code, the current California Plumbing Code, Caltrans Standard Specifications, and these Special Provisions. t Wherever reference it made to any of the standards mentioned above, the reference shall be construed to mean the code, order or standard that is in effect on the first day of the advertised "Notice Inviting Sealed Bids". 1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of any part of the services to be performed, they may submit a written request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery by 5:00 p.m. of the Ste working day prior to the day of the proposed bid opening. Any interpretation or correction of the proposed documents shall be made only by i addendum duly issued and copy of such addendum will be faxed and mailed or delivered to each person of record as receiving a set of such documents. The CITY will not be responsible for any other form of explanation or interpretation of the proposed documents. SP-3 1-1.06 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility of issuance of addenda affecting the items, scope or quantity of the work required for this project. Each Bidder shall be fully responsible for informing themselves as to whether or not any such addenda have been issued. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be made a part of the Contract Documents and shall be returned with them. Failure to cover in a bid any such addenda issued may render the bid irregular and may result in its rejection by the CITY. ~ 1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The CITY will provide the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract. The Contractor shall obtain all additional sets at its own cost. 1 t t i 1 SP-4 1 SECTION 2 2-1 BID REQUIREMENTS AND CONDITIONS 2-1.01 GENERAL -- Bids must submitted on the bid form contained herein. All bids shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract if awarded to him. In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or fails to file the necessary bonds and insurance certificate within ten (10) working days following ~ the date of the CITY's Notice of Award letter, the Bidder shall be considered as not fully executing the contract. By not executing the contract, the use by the public of the improvements will be delayed and the public will suffer great damage. From the nature of the case, it would be extremely difficult and impractical to fix the amount of said damage. Therefore, the CITY and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the CITY as liquidated damages and not as forfeiture. Bid bonds shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions. Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the signing Surety shall accompany this form. Any bid not accompanied by such bid bond will be rejected as invalid. 2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for establishing goals for participation of Minority and Women's Business Enterprises (MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the Standard Operation Procedures dated January 1994. Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other business enterprises. Prime bidders could reasonably be expected to produce a level of participation by interested subcontractors of 15 % MBE and 5 % WBE on this project. Bidders shall make every reasonable effort to solicit bids from MBE/WBEs. A justification shall be provided to support the rejection of any bid from a minority or women's business enterprise, certified by Caltrans. ~ sP-s 2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to participate in the performance of all CITY contracts. Bidders shall assist the CITY in implementing this policy by taking all reasonable steps to ensure that all available business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and participate in CITY contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all other business enterprises shall be determined by the following factors: (1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the CITY to inform all bidders of the requirements for the project for which the ,~ contract will be awarded. The CITY may waive this requirement if the bidder certifies it is informed as to those project requirements. (2) The bidder identified and selected specific items of the project for which the contract will be awarded to be performed by sub-contractors to provide an opportunity for participation by MBEs, WBEs and other business enterprises. The bidder shall, when economically feasible, divide total contract requirements into ' small portions or quantities to permit maximum participation of MBEs, WBEs and other business enterprises. (3) The bidder advertised for bids from interested business enterprises not less than ten calendar days* prior to the submission of bids, in one or more daily or weekly ~ newspapers, trade association publications, minority or trade oriented publications, trade journals, or other media specified by the CITY. (4) The bidder provided written notice of its interest in bidding on the contract to those business enterprises, including MBEs and WBEs, having an interest in participating in such contracts. All notices of interest shall be provided not less 1 than ten calendar days* prior to the date the bids were required to be submitted. In all instances, the bidder must document that invitations for sub-contracting bids i were sent to available MBEs, WBEs and other business enterprises for each item of work to be performed. Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area located in Caltrans District 8 are listed on the California Unified ~ Certification Program (CUCP) DBE Directory and can be obtained by accessing the directory on the California Department of Transportation DBE website at http: //www. dot. ca.gov/hq/bep/find certified. htm SP-6 (5) The bidder documented efforts to follow up initial solicitations of interest by contracting the business enterprises to determine with certainty whether the enterprises were interested in performing specific portions of the project. (6) The bidder provided interested enterprises with information about the Plans, Specifications and requirements for the selected sub-contracting work. (7) The bidder requested assistance from organizations that provide assistance in the i recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen days* prior to the submission of bids. ~ (8) The bidder negotiated in good faith with interested MBEs, WBEs and other business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any enterprises, as determined by the CITY. As documentation the bidder must submit a list of all sub-bidders for each item of work solicited, including dollar amounts of potential work for MBEs, WBEs and other business enterprises. (9) The bidder documented efforts to advise and assist interested MBEs, WBEs and other business enterprises in obtaining bonds, lines of credit, or insurance required by the CITY or Contractor. If the CITY has established expected levels of participation for MBE and WBE sub- contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A determination of the adequacy of a bidders' good faith effort must be based on due consideration of the indicia of good faith as set forth above. In the event that the CITY is considering awarding away from the lowest bidder or not awarding a contract to a proposed bidder because the bidder is determined to be non-responsive for failure to comply with the good faith indicia set forth above, the CITY shall, if requested, and prior to the award of the contract, afford the bidder the opportunity to present evidence to the Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its outreach. In no case should the CITY award away pursuant to this program if the bidder makes a good faith effort but fails to meet the expected levels of participation. t For the purposes of this Policy, "minority" shall be synonymous with "minority person" as defined in California Public Contract Code Section 2000(f}. Nothing herein restricts the discretion of the CITY to reject all bids in accord with Charter Sections 140 and 238 or Chapter 3.04 of the San Bernardino Municipal Code. The directions set forth herein shall take effect immediately, and all CITY Departments shall modify their implementation programs to the extent such programs are inconsistent with this policy. 1 sP-~ 2-1.04 SUBMISSION OF MBE/WBE INFORMATION - GOOD FAITH EFFORTS - The Contractor may submit the MBE/WBE INFORMATION -GOOD FAITH EFFORTS document with the contract Bid Documents prior to the hour of the bid opening. If this document is not submitted with the Bid Documents, it must be submitted to the Public Works Department, upon request, by 4:30 p.m. on the fourth working day following the day of the bid opening. *In the case short bid opening periods, proof of faxes requesting MBE, WBE participation and faxed requests for assistance in recruitment of MBEs and WBEs shall suffice. 2-1.05 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS -- Each bid shall have listed therein the name and address of each subcontractor to whom the bidder proposes to subcontract portions of the work in the amount of 1/2 of one percent of his total bid or ,~ $10,000.00, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention ' is invited to other provisions of said Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions. S A sheet for listing the subcontractors, as required herein, is included in the Bid ' Documents, in Part I of these Special Provisions. ' 2-1.06 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar with the Specifications, Plans, addenda, and all other Contract Documents. The submission of a Bid shall constitute an acknowledgement upon which the CITY may rely that the Bidder has thoroughly examined and is familiar with all the Contract Documents. B. The failure or neglect of a Bidder to receive or examine any of the Contract Documents shall in no way relieve that Bidder from any obligation with respect to its Bid or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the Contract Documents. C. The Bidder shall not be allowed any extra compensation by reason of any matter or thing, concerning that which such Bidder might have fully informed himself prior to the bidding. D. No Bidder shall at any time after submission of a bid make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. 1 sP-s 2-1.07 REQUIRED INSPECTION OF THE SITE -- A. Bidders are required to inspect the site of the proposed work to satisfy themselves by personal examination, or by such other means as they may prefer, of the location of the proposed work, and of the actual conditions, including subsurface of, and at, the site of the proposed work. B. If, during the course of examination, a Bidder finds facts or conditions that appear to be in conflict with the letter or spirit of the bidding documents, the Bidder shall notify the Engineer immediately. ' C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own ' examination of the following: 1. The site of the proposed work. S 2. Access to the site. 3. All other data and matter requisite to the fulfillment of the work. 4. The Bidder's own knowledge of existing facilities on and in the vicinity of the site of the proposed work under the Contract. ~ 5. The conditions to be encountered. 6. The character, quality, scope and complexity of the proposed work. 7. The quality and quantity of the materials to be furnished. 8. The requirements of the Specifications, Plans, any addenda, or any other Contract Documents. D. The information provided by .the CITY is not intended to be a substitute t for, or a supplement to, the independent verification by the Bidder to the extent such independent investigation of site conditions is deemed ~ necessary or desirable by the Bidder. SP-9 2-1.08 DESIGN ENGINEER MAY NOT BID ON CONSTRUCTION CONTRACT -- No engineering or architectural firm which has provided design services for a project shall be eligible to bid on the contract to construct the project. The ineligible to bid include the prime contractor for design, subcontractors of portions of the design, and affiliates of either. An affiliate is a firm which is subject to the control of the same persons, through joint ownership or otherwise. 2-1.09 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered to the CITY's designated official prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date ' and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids ' may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee. 2-1.10 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions attached to a bid will render it irregular and may cause its rejection. The completed bid forms shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid, modification, or withdrawal will be considered. L' 0 1 sP-lo SECTION 3 ~ 3-1 AWARD AND EXECUTION OF CONTRACT 3-1.01 GENERAL -- The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed. The award of the contract will be made by the Mayor and the Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall file with the Engineer all required bonds and insurance policies, and execute the contract within 10 calendar days after receiving notification of the award. Failure to file the stipulated documents and execute the contract ,~ within the prescribed time shall constitute good and sufficient grounds for rescission of the award and payment of 10% of the bid to the CITY as liquidated damages. 3-1.02 AWARD OF CONTRACT -- Following a review of the bids, the CITY shall determine whether to award the contract or to reject all bids. The award of contract, if made, will be to the lowest responsible Bidder as determined solely by the CITY. Additionally, the ~ CITY reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any irregularity and to take the bids under advisement for the period of time stated in the legal Notice Inviting Sealed Bids as may be required to provide for the best interest of the CITY. The Contractor's original signature on the Bid Form shall constitute a commitment on the part of the Bidder to furnish the items as set forth in the Bid Form, the Special Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments. The Bidder to whom the contract is awarded shall be notified upon approval of the contract by the Mayor and Common Council. The Bid Form, the Special ~ Provisions-Instructions to Bidders, the Plans, the Standard Specifications, the Notice Inviting Sealed Bids and Addenda, together with any attachments, shall be considered as part of the contract between the CITY and the Contractor to whom the contract is awarded. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. ,~ 3-1.03 CONTRACT BONDS -- The Payment and Faithful Performance Bonds '~ shall be filed with the Engineer before the Notice to Proceed is executed by the CITY. In accordance with Section 2-4, "CONTRACT BONDS", of the Standard Specifications, the contract bonds, including Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds must be issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570 and is authorized to issue bonds in the State of California. The Contractor shall provide to the CITY three (3) original "wet" copies of Payment and Performance Bonds equal to 100% of the award amount of the contract. SP-11 3-1.04 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as a prime contractor has an interest in more than one submitted bid, all such submitted bids will be rejected and the Bidder will be disqualified. This restriction does not apply to i subcontractors or suppliers who may submit quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. No contract will be executed unless the Bidder is licensed in accordance with the provisions of the State Business and Professions Code. The Contractor shall fill out all documents contained in the Bid Document section, and comply with all the requirements of the Bid Documents and specifications contained in the Special Provisions. ' Failure of the bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic control and detour plans or escrowed bid documents, where applicable, will delay the issue of the Notice to Proceed, and such delay will subject the bidder to a negative determination of the bidder's responsibility should the bidder choose to participate in future public works bid offerings. 0 i 1 1 SP-12 SECTION 4 4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK TIME OF COMPLETION AND LIQUIDATED DAMAGES 4-1.01 GENERAL -- Attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion", Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special Provisions. 4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting shall be within 10 working days of the notification of the award of the contract by the Mayor and Common Council. The Contractor shall, at the time of the notification of award, inform the Construction/Survey Manager of any special circumstances or conditions that might prohibit the Contractor from attending aPre-Construction Meeting during this period, or from commencing work as scheduled. 4-1.03 NOTICE TO PROCEED -- The Notice to Proceed shall not be issued until all required documents have been submitted and approved by the CITY. The Contractor shall immediately notify and obtain the approval of the Construction/Survey Manager, prior to the Pre-Construction Meeting, should special circumstances or conditions exist that might prohibit the Contractor from providing all required documentation and commencing work as scheduled within 10 working days of the Pre-Construction meeting. Required documentation shall include the Contractor's applicable NPDES plan (for required submittal time refer to Section 6-1.03 of these Special Provisions), the proposed Construction Schedule, Traffic Control Plan and Traffic Detour Plan (as required). The Construction Schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph. 4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work to completion before the expiration of 40 WORKING DAYS from the date of the "NOTICE TO PROCEED". SP-13 4-1.05 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed", ~ Contractor shall obtain a CITY Business Registration from ~ the City Clerk's Office, San Bernardino City Hall, 300 North "D" Street, 2°d Floor, San Bernardino, CA 92418. 4-1.06 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San r Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in excess of the number of working days prescribed above. In case all the work called for is not completed in all parts and requirements within the time specified, the CITY shall have the right to grant or deny an extension of time for completion, ~ as may seem best to serve the interest of the CITY. The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors, epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from the beginning of such delay, notify the CITY, in writing, of the cause of the delay. The CITY will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. 1 4-1.07 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports. Section 6-7.3 "Contract Time Accounting ", o the Standard ~ecifications is superseded by these Special Provisions. The Engineer or his/her designee will make a daily determination of each working day to be charged against the contract time. Per the Contractor's written request, the Engineer will provide working and non-working days to the Contractor. 4-1.08 INSPECTION -- The Contractor is responsible to notify the Public Works Department Inspection 48 hours prior to the start of any work. Any work performed without inspection by the CITY is subject to rejection and removal of work performed and, at the Contractor's expense, the work will have to be reconstructed. At the CITY's request, and the Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and any other inspection. For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING DAYS AND HOURS", of these Special Provisions. SP-14 SECTION 5 5-1 LEGAL REQUIREMENTS 5-1.01 INSURANCE REQUIREMENTS -- The Contractor shall procure and i maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work ® hereunder by the Contractor, his agents, representatives, employees or subcontractors. The Contractor shall indemnify and save harmless the City of San Bernardino, the County ~ of San Bernardino, the State of California, and/or any incorporated city from all claims or suits for damages arising from the prosecution of the contract work, as more fully described in Subsection 5-1.07, "Contractor's Liability", of these Special Provisions.. The Contractor agrees to protect, defend and indemnify the City of San Bernardino against loss, damage or expense by reason of any suit claims, demands, judgments and causes of action caused by the Contractor, its employees, agents or any subcontractor, or by any third party arising out of or in consequence of the performance of all or any operations covered by the Certificate of Insurance. The Contractor, at its option, may include such coverage under Public Liability coverage. 5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall furnish the CITY with a policy or certificate of liability insurance prior to execution of the contract. All of the Insurance Policies shall name the City of San Bernardino as an additional insured. The endorsement shall be provided by the broker or agent of the insurance company and shall be notarized to that effect. ACCORD Forms are not acceptable, nor forms ~ signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See attached sample forms.) r Contractor shall maintain minimum limits of insurance no less than: 1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury and property damage. Commercial General Liability ` Insurance or other form with a general aggregate limit shall apply separately to this project/location; ~ sP-is 2. Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; 3. Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; 4. Employer's Liability: $1,000,000.00 per accident for bodily injury or illness; 5. Course of Construction: Completed value of the project. 5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is directed to Section 7-4, "Workers' Compensation Insurance", of Standard Specifications, providing that the Contractor shall file a signed Certificate of Workers' Compensation Insurance before execution of the contract. 5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90- ~ 358. Prevailing wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the "Notice Inviting Sealed Bids". ' The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by his subcontractors. (a) The Contractor and all subcontractors shall keep an accurate payroll record, showing the name address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed r by him or her in connection with public work. SP-16 (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request. (c) Each Contractor shall file a certified copy of the records enumerated in subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's responsibility 1 to submit the records enumerated in subdivision (a) for all his subcontractors, in addition to his own employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall constitute good and sufficient reason for withholding the partial payments for work accomplished. 5-1.06 EMPLOYMENT OF APPRENTICES -- This project is subject to the State of California Division of Apprenticeship Standards (DAS) requirements for the employment of apprentices. The Contractor's attention is directed to the provisions in the following section of the California Labor Code concerning employment of apprentices on public works projects: 1773.3 An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. ~ Additional information regarding the Contractor's options for the employment of apprentices registered with the California Department of Industrial Relations, DAS can be obtained at http://www.dir.ca.gov/DAS/PublicWorksForms.htm. 5-1.07 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer shall not be answerable or ~' accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workers or the public; or for damage to any person or persons, either workers or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workers, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. ~ sP-17 The Contractor shall nat encroach on private property adjacent to this project in any phase of the construction without first obtaining a signed Right Of Entry document from the property owner and submitting this Right Of Entry to the Engineer for approval, prior to any entry or encroachment onto private properly. The Contractor shall be responsible for any injury to any person or damage to property }~ resulting from any defects or obstruction occurring any time before project completion and final acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and Common Council, the City Manager or the City Engineer from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his servants or agents, in the construction of the work or i in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the CITY may be retained by the CITY until disposition has been made of such suits or claims for damages aforesaid. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. ~ 5-1.08 DIFFERING SITE CONDITIONS -- During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions ' shall promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed. Upon written notification, the Engineer will investigate the conditions, and if the Engineer determines that the conditions materially differ and cause an increase or decrease in the cost or ~~ time required for the performance of any work under the contract, an adjustment, excluding loss of anticipated profits, will be made and the contract modified in writing accordingly. The Engineer will notify the Contractor of his determination whether or not an adjustment of the `~ contract is warranted. S SP-18 1 No conflict adjustment which results in a benefit to the Contractor will be allowed unless the Contractor has provided the required written notice. No contract adjustment will be allowed under the provisions specified in this section for any effects caused on unchanged work. Any contract adjustment warranted due to differing site conditions will be made in accordance with the provisions in Section 3-4, "Changed Conditions", of the Standard Specifications. ~ 5-1.09 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in any legal action to enforce or interpret any provisions of this Agreement will be entitled to recover from the losing party all attorney fees, court costs and necessary disbursements in connection with that action. The costs, salary and expenses of the City Attorney and members of his office, in connection with that action, shall be considered as attorney's fees for the purposes of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically excluded from this Contract. 1 5-1.10 CITY BUSINESS REGIS__TRATION _CERTIFICATE -- The Contractor warrants it possesses, or shall obtain, and maintain during the term of this Agreement, a business registration certificate pursuant to Title 5 of the City of San Bernardino Municipal Code, and any and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are legally required of contractor/consultant/vendor to practice its profession, skill or business. Contractor shall obtain a City of San Bernardino. Business Registration at his/her own expense. 1 1 SP-19 1 1 ACCORD CERTIFICATE OF INSURANCE DATE(MMJYY/DD) 00 / 00 / 00 PRODUCER THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. COMMERCIAL ASSOCIATES INS., INC. THIS CERTIFICATE DOES NOT AMEND, EXTEND, OR ALTER 1226 EAST LA PALMA AVENUE THE COVERAGE AFFORDED BY THE POLICIES BELOW. CA 92807 ANAHEIM COMPANIES AFFORDING COVERAGE , (714) 524-4949 FAX: (7145) 524-4940 COMPANY A CNA -TRANSCONTINENTAL INSURED COMPANY B CNA -VALLEY FORGE YOUR COMPANY NAME COMPANY AND ADDRESS C CHUBB GROUP -FEDERAL INSURANCE COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE PISURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWI'17iSTANDING ANY REQUIREMENT, TERM, OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBIECT TO ALL TF~ TERMS, EXCLUSIONS ANDCONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS LTR NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD) GEN ERAL LIABILITY EACH OCCURRENCE $ 1 000 000 X COMMERCIAL GEN LIABILITY FIRE DAMAGE (ANY ONE FIRE) A $ soo 000 CLAIMS MADE OCCUR MED EXP ANY ONE PERSO $ 5 000 X OWNER'S & CONTRACTOR'S PROT 102267576 02/01/98 02/01/99 PERSONAL & ADV INJURY $ 1 000 000 GENERAL AGREGATE $ 2000 000 PRODUCTS-COMP/OP AGG $ 2 000 000 AUTOMOBILE LIABILITY COMBINED SINGLE LA71T $ 1 000,000 X AUTO BODILY INJURY er Person $ $ ALL OWNED AUTOS BODILY IN]URY er ident $ BAP 5197135 02/01/98 02/01/99 SCHEDULED AUTOS RTY DAMAGE ceideni $ HIRED AUTOS NON-OWNED AUTOS GARAGE LIABIIITY $ O ONLY -EACH ACCIDENT other than auto only: ANY AUTO EACH $ ACCIDENT other than auto only: AGGREGATE WORKERS COMPENSATION AND X WORKERS COMP EMPLOYER'S LIABBLITY STATUTORY LIMITS C E.L. EACH ACCIDENT $],000,000 2/01/98 02/01/99 TIIDPROPRBtETOR/ INCL E.L. DISEASE-EA EMPLOYEE $1,000,000 PARTNERS/BXECUTIV 00Q000 $1 E OFFICERS ARE: EXCL E.L. DISEASE -POLICY LAST , OTHER DESCRB710N OF OPERATIONS/LOCATIONS/VEHICIBSISPECIAL ITEMS JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED RE: (INSERT PROJECT NAME) BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILTI'Y AS REQUIRED BY PROJECT CONTRACT CERT~ICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE CITY OF SAN BERNARDINO THE ISSUEMG COMPANY WH,L MAIL 30 DAYS WR177EN NOTICE TO THE CERTQ7CATE HOLDER NAMES TO THE DEPARTMENT OF PUBLIC WORKS `~~ 300 N. "D" STREET 3RD FLOOR AUTHORIZED REPRESENTATIVE , SAN BERNARDINO, CA 92418-0001 JOHN E. SMTIH (Signature) ACCORD 25-5 I/95 ®ACCORD CORPORATION SP-20 COMMERCIAL GENERAL LIABILITY t NAMED INSURED: POLICY NUMBER: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED ------ OWNERS, LESSEES OR CONTRACTORS (FORM B ) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE SCHEDULE NAME OF PERSON OR ORGANIZATION: CITY OF SAN BERNARDINO ' DEPARTMENT OF PUBLIC WORKS 300 NORTH "D" STREET, San FLOOR SAN BERNARDINO, CA 92418-0001 SAMPLE ONLY (If no entry appears above, information required to complete this endorsement will be shown in the ' Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization i shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. t NOTE: MUST BE SIGNED BYAUTHORIZED REPRESENTATIVE FOR PROVIDER SUPPLY POWER OFATTORNEYGIVINGAUTHORITYTOBIND CG 20 10 11 85 1 1 Authorized Representative for CNA Insurance Group Golden Eagle Insurance Company SP-21 SECTION 6 6-1 GENERAL 6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of any item of work subject to the provisions in Section 3-2.2, "Contract Unit Prices", of the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor will be determined in accordance with said Section 3-2.2.1, "General", of the Standard ~ Specifications and these Special Provisions. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable contract unit price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. t Should the total pay quantity of any item of work required under the contract be less than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no adjustment in said price if he so elects, except that an adjustment will be made if requested in writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data to support costs of the item. The payment of the total pay quantity of such item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Engineer's Estimate of the quantity at the original contract unit price. 6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions. ~ The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise levels Said noise level requirements shall apply to all equipment on the job or related to the job, r including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. ~ sP-22 6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ~ (NPDES) REQUIREMENTS -- The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the Standard Specifications for Public Works (Green Book) throughout the entire project. The Contractor, without limitation, shall be responsible for providing and implementing Best Management Practices to comply with National Pollution Discharge Elimination System (NPDES) standards and practices. The Contractor shall be responsible, to the fullest extent possible, for preventing any contaminants, including soil, from entering any drainage system. The Contractor shall be responsible for having sufficient materials on hand and being prepared to provide erosion and sediment controls capable of preventing erosion from being washed into the storm drain system. The Contractor shall be responsible for maintaining equipment so that oil, grease, gasoline, diesel fuel, et al., do not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the CITY for any pollution damage and/or cleaning costs. All construction on off-site or on-site improvements shall adhere to NPDES (National Pollution Discharge Elimination System) Best Management Practices to prevent deleterious materials or pollutants from entering the CITY or County storm drain systems. The following are the areas to be addressed where applicable: 1. Handle, store and dispose of materials properly. t 2. Avoiding excavation and grading activities during wet weather. 3. Construct diversion dikes and drainage swales around working sites. 4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting. 5. Develop and implement erosion control plans. 6. Check and repair leaking equipment away from construction site. 7. Designate a location away from storm drains for refueling. 8. Cover and seal catch basins whenever working in their vicinity. 9. Use vacuum with all concrete sawing operations. 10. Never wash excess material from aggregate, concrete or equipment onto a street. 1 1. Catch drips from paver with drip pans or absorbent material. 12. Clean up all spills using dry methods. 13. Sweep all gutters at the end of each working day. Gutters shall be kept clean after leaving construction site. 14. Ca11911 in case of a hazardous spill. 15. Keep a running log of all activities in connection with the Storm Water Pollution Prevention Plan (SWPPP). 16. Name a person, on site, responsible for complying with SWPPP. ~ BEST MANAGEMENT PRACTICES (BMPs ): Best Management Practices shall be defined as any program, technology, process, site criteria, operating method, measure, or device which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP Handbook and the County RegLonal Best Management Practices Handbook for Construction Activities. t SP-23 The Contractor shall have a minimum of two (2) readily accessible copies of each publication on the project work site at all times. The Contractor shall implement the following BMPs in conjunction with the construction operation and activities: CONSTRUCTION PRACTICES Water Conservation Practices Dewatering Paving Operations Structure Construction and Painting MATERIAL MANAGEMENT Material Delivery and Storage Material Use Spill Prevention and Control WASTE MANAGEMENT ' Solid Waste Management Hazardous Waste Management Contaminated Soil Management Concrete Waste Management Sanitary/Septic Waste Management ~ VEHICLE AND EQUIPMENT MANAGEMENT Vehicle and Equipment Cleaning Vehicle and Equipment Fueling Vehicle and Equipment Maintenance VEGETATIVE STABILIZATION Scheduling i Preservation of Existing Vegetation Temporary Seeding and Planting Mulching PHYSICAL STABILIZATION Geotextiles and Mats Soil Stabilizer/Dust Control Temporary Stream Crossing Stabilized Construction Roadway Stabilized Construction Entrance r SP-24 RUNOFF DIVERSION Sodding, Grass Plugging, and Vegetative Buffer strips Earth Dikes, Drainage Swales, and Lined Ditches Top and Toe of Slope Diversion DitchesBerms ~ Slope Drains and Subsurface Drains ~ VELOCITY REDUCTION Flared Culvert End Sections Outlet ProtectionNelocity Dissipation Devices Check Dams Slope Roughening/Terracing/Rounding SEDIMENT TRAPPING Silt Fences Straw Bale Barrier Sand Bag Barrier Brush or Rock Filter Storm Drain Inlet Protection Sediment Traps Sediment Basin Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operations. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necessary number of BMPs 1 within each category in order to achieve the BMP objective. BMPs for contractor activities shall be continuously implemented throughout the project. Resources to implement BMPs for erosion control and sedimentation shall be readily available and implemented throughout the construction phase and whenever the National Weather Service predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any contractor activity or construction operation that may produce run-off, and whenever run-off from other sources may occur. STORM WATER POLLUTION PREVENTION PLAN (SWPPP ): A Storm Water a Pollution Prevention Plan (SWPPP) shall be defined as a report that includes site map(s), identification of construction and contractor activities that could pollute storm water, and a description of measures and practices to control the potential pollutants. The preparation and implementation of the SWPPP is intended to ensure that the Contractor will make every reasonable effort to prevent the pollution of water resources during the period of construction. All projects, regardless of size, shall have a SWPPP developed prior to the performance of any soil disturbing activities. 1 sP-Zs Projects over one acre are placed under the regulations of the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge Associated with Construction Activity. In the State of California, these regulations are adopted by the State Water Resources Control Board and as such projects that fall into this category must submit a Notice of New Construction (NONC) to the State Water Resources Control Board (SWRCB) to obtain a waste discharge identification number (WDID). This information is available for review and downloading on the State of California, Department of Transportation web site at http: //www.dot. ca. gov/hq/construc/stormwater/manuals. htm. SWPPP's over one acre shall be prepared under the supervision of, and signed by, a Civil Engineer registered by the State of California. All SWPPP's shall include and incorporate BMPs that address contractor activities, erosion, and sedimentation control. The SWPPP shall also ~ include and incorporate appropriate BMPs for run-off generated by construction activities and other non-storm water sources. During all periods of construction, excavated soils which are ~ stored on-site shall be completely covered with waterproof material and gravel bagged or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by storm water run-off. If, during construction operations, field conditions change in a manner which, in the opinion of the Engineer, significantly deviates from how the SWPPP, as approved by the CITY, addressed the current construction operation, the Engineer may direct the Contractor to revise the current construction operation and/or the SWPPP. Such directions will be made in writing and will specify the items of work for which the SWPPP is inadequate. No further work on these items will be permitted until the Contractor revises the construction operations to the satisfaction of the Engineer and/or until the Contractor submits a revised SWPPP and receives CITY approval. ~ The Engineer shall notify the Contractor of the acceptance or rejection of the revised SWPPP within seven (7) working days from the date of submittal. The BMP (Best Management Practices) and/or SWPPP (Storm Water Pollution Prevention Plan) shall be submitted to the CITY for review and approval a minimum of ten (10) working days prior to the commencement of construction operations in accordance with this Section 6-1.03 of these Special Provisions. 1 The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the ' Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully implemented the BMP(s) or SWPPP specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of the specified BMP(s) or SWPPP. SP-26 THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION. The Contractor shall provide to the CITY, prior to beginning construction, the name and telephone number(s) of ^ the Contractor and/or the Contractor's NPDES representative, which can be reached and will respond to calls 24 hours/day for emergencies during construction activity. Full compensation for the implementation of BMPs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES i requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other i related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES requirements shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid i for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City Business Registration prior to the execution of the contract. Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense. i Prior to the commencement of work, the Contractor shall obtain a construction permit at no cost from the City of San Bernardino, Public Works Department, located at San Bernardino City Hall, 300 North "D" Street, 3`d Floor, San Bernardino, California. The permit shall be kept in a readily available place on the job site at all times during construction. While no fee will be charged for the permit, no permit will be issued unless the Contractor provides a code reference number from USA. The Contractor shall obtain all required permits from all other City of San Bernardino Departments/divisions and/or agencies including, but not limited to the Community Development, Building and Safety Division, the Public Works Department, Street Division, any involved water ~ agency, county flood control, railroad, Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall include water and sewer hook-up, meter, inspection i and flagging fees. ~ sP-2~ 6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the restrictions of Section 20452 and 20455 of the Public Contract Code. A. Work by Contractor The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20 2) Material 15 3) Equipment Rental 15 4) Other items and Expenditures 15 To the sum of the costs and markups provided for in this subsection, compensation for bonding shall be at the rate specified by the bonding company. B. Work b~Subcontractor When all or any part of the extra work is performed by a Subcontractor, the markup established above shall be applied to the Subcontractor's actual cost of such work, also a markup of 10 percent on the first $5,000.00 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000.00 of the subcontracted portion of the extra work may be added by the Contractor. 6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Thursday, excluding holidays, as defined in this section. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. The Contractor will coordinate inspections with the Public Works Inspector 48 hours prior to any work being done during evenings, Fridays or Saturdays. The Contractor shall coordinate with the Engineer regarding working hours prior to start of construction. Except for Fridays, in the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead and travel time. 1 sP-Zs i Designated legal Holidays are: January 1 S`, the third Monday in January, the third Monday in February, the last Monday in May, July 4`h, the first Monday in September, November 11`h, Thanksgiving Day and the Friday following, December 25`h and the working day preceding or following (as directed by the Mayor and Common Council) and the last working day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall be a designated legal holiday. When a designated legal holiday falls on a Saturday, the preceding Friday shall be designated a legal holiday. 6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payment", and 9-3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions. No partial payment will be made for any materials which are furnished, but not incorporated in the work. The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance to the work including use of street sweeping. In any area visible to the public, the following shall apply: When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly unless otherwise specified. The Contractor is encouraged to recycle all materials. The Contractor shall provide the CITY all documents as to the weight of materials removed during excavations in accordance with the requirements of AB939. 6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. SP-29 6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors of ~ California (CELSOC) survey monument preservation guidelines. The Contractor shall perform and be responsible for the accuracy of surveying adequate ~ for construction. A California registered Civil Engineer licensed to perform surveying or a California registered Land Surveyor shall perform any surveying or staking, as directed by the ' Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense of i the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties as necessary at the expense of the Contractor. The Contractor shall submit to the CITY a copy of all survey notes and a Certificate Record of Survey. All new and replaced survey ties shall be by transit method. 1 All existing monumentation shall be tied and recorded prior to construction. Corner Records shall be filed, pre and post construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W lines shall be performed in accordance with the State of California Surveys Manual (latest edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps and one photocopy of all filed Corner Records or Records of Survey shall be delivered to the CITY within 30 days of such filings. Full compensation for preparation of the survey documents, revisions to the survey documents, and all other related costs, including the construction, removal, and the furnishing of all necessary labor, equipment, and materials to comply fully with these Special Provisions and the CLSA shall be considered as included in the contract bid lump sum price, or if no specific bid item, the contract bid prices paid for the various bid items of work, and no additional compensation shall be allowed therefor. 6-1.11 CLAYTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State Government Code specifies that in executing a public works contract with the CITY to supply goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the ' CITY all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase of goods, services or materials pursuant to the contract or subcontract. This assignment shall become effective when the CITY tenders final payment to the Contractor without further acknowledgement by the parties. SP-30 ~~ . 6-1.12 PROJECT ERRORS, OMISSIONS, INCONSISTENCIES, AND/OR DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies among two or more portions of the Contract Documents, the Engineer may direct the Contractor to follow the most stringent requirements at no additional cost. If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents or in the work done by others affecting this work, the Contractor shall immediately notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate instructions. If the Contractor proceeds with the work so affected, without instructions from the Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to comply with the Engineer's instructions at no cost to the City of San Bernardino. In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan sheets, it is assumed that the bid included the cost for implementing and/or constructing the discrepancy that would have the highest dollar value. 6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, which can be reached and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to beginning work. `7 6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall protect and maintain all existing improvements and facilities in place to remain from the first day of work under this contract to acceptance. The Contractor is responsible for replacing any damaged improvement or facility to original condition or better. ~_ 6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be solely and completely responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable Federal, State, County, and CITY laws, ordinances, regulations, codes, the requirements set forth below, and any regulations that may be detailed in other parts of the Contract Documents. Where any of these are in conflict, the more stringent requirement shall be followed. ~, r~ ~+ SP-31 ..~ SECTION 7 7-1 UTILITIES 7-1.01 GENERAL -- The location of all utility substructures that may affect the work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special Provisions. The Contractor shall notify the Engineer immediately of any conflict. The Contractor shall match existing products. The Contractor is responsible for coordinating work with the utility owners. Certain companies, governmental agencies, or their contractors may be working within the construction area. Certain utility facilities at various locations within the project limits may be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The Contractor shall coordinate his work with utility owners and their contractors. The Contractor shall exercise due caution to prevent any damage to/or movement of these utility facilities. Listed below are the utilities that may be affected, with the designated contact person. These names and phone numbers are listed for information purposes only. The Contractor is responsible for verifying phone numbers and contact persons. `~ 1. SOUTHERN CALIFORNIA EDISON COMPANY 287 Tennessee Street .~ Redlands, CA 92373 Phone: (909) 307-6788 Attn: Ben Murguia •~ 2. SOUTHERN CALIFORNIA GAS COMPANY ,.~ 1981 West Lugonia Avenue Redlands, CA 92374-9796 Phone: (909) 335-7772 Attn: Devery Jennings 3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT Water Utility Division 195 North "D" Street San Bernardino, CA 92401 Phone: (909) 384-5391 Attn: Laurie Stringham SP-33 -~~ 10. SPRINT COMMUNICATIONS _~ Attn: Outside Plant Engineering 282 South Sycamore Street Rialto, CA 92376 Phone: (909) 874-7450 Attn: Lynn Durrett 11. MCI -Western Region OSP ~° Outside Plant Construction -~ 157 S. Lilac Street Rialto, CA 92376 Phone: (909) 421-5309 Attn: Chuck Trimble 12. CHARTER COMMUNICATIONS 7337 Central Avenue Riverside, CA 92504-1440 Phone: (951) 343-5139 Attn: Dean Vandever 13. EAST VALLEY WATER DISTRICT 3654 Highland Avenue, Suite # 18 Highland, CA 92346-2607 Phone: (909) 888-8986 Attn: Scipio Ibarra 14. SAN BERNARDINO COUNTY INFORMATION SERVICES NETWORK SERVICES Attn: Randy Miller, Division Chief 670 E. Gilbert Street San Bernardino, CA 92415 Phone: (909) 388-5910 Attn: Michele Watson 15. OMNITRANS 1700 W. 5th Street San Bernardino, CA 92411 Phone: (909) 379-7153 Attn: Allen Wild -Stops & Station Changes SP-35 7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory location or by excavation, to interfere with the construction of this project will be relocated, altered, or reconstr<icted, or the Engineer may order changes in location, line or grade of the project structure, to be built in order to avoid said utility. The Contractor may coordinate the work with the utility owners. Abandoned utilities, which interfere with the construction of any portion of this project, may be cut by the Contractor, the interfering portion of the utility removed and open ends of the pipe sealed with a suitable plug or cap. ~ 7-1.06 PAYMENT -- Full compensation for conforming to the requirements of this Section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. C SP-37 SECTION 8 8-1 DESCRIPTION OF WORK 8-1.01 DESCRIPTION -- The work to be done consists, in general, of video inspection of new and existing sewer main, installing sewer pipe, manholes, 4" sewer laterals, and connecting to existing sewer main, including steel encasement over existing facilities, backfill of trenching and restoration of existing asphalt pavement, including aggregate base and asphalt concrete paving, installation of survey markers to indicate the location of new laterals at the edge of asphalt pavement, application of temporary traffic striping disturbed by the project work, and such other items or details, not mentioned above, that are required by the Plans, Standard Specifications, or these Special Provisions to be performed, placed, constructed or installed. The work to be done shall include furnishing all materials, equipment, tools, labor, taxes and incidentals as required by the Contract Documents to construct the project. Addenda issued during the time of bidding shall become a part of the documents furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the contract. Each Bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge Addenda may result in the Bid being rejected as not responsive. 8-1.02 ORDER OF WORK -- BLANK 8-1.03 WORK SITE MAINTENANCE -- The Contractor shall comply with the provisions in Section 7-8, "Work Site Maintenance", of the Standard Specifications. The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water the site in a prompt manner will result in the CITY making other arrangements to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. SP-38 8-1.04 PROJECT LOCATIONS -- See separate bound Plans. 8-1.05 GEOTECHNICAL INVESTIGATION -- See the APPENDIX of these Special Provisions. 8-1.06 APPROVED MATERIALS -- Whenever the expression "or approved equal" is used, it shall be taken to mean the approval by the City Engineer of any substitution of material or material specified herein. All substitution requests shall state the reason for the request and the difference in price between the item specified and the requested substitution. All substitution requests shall be submitted to the City Engineer in writing five (5) working days prior to the bid opening. No requests for substitutions will be considered by telephone. The Contractor shall submit to the Engineer for review and approval six (6) copies of all shop drawings. The Contractor shall make any corrections to shop drawings required by the Engineer. 8-1.07 CITY-FURNISHED MATERIALS -- CITY furnished material, when applicable as specified in other sections of these Special Provisions, shall comply with the following: A. Materials, if furnished by the CITY, will be made available as specified in these Specifications. The Contractor is responsible for loading, unloading, hauling and handling, and placing CITY-furnished materials. B. The Contractor shall inspect and assure itself of the amount and soundness of such materials. C. The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. CITY-furnished materials that are lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the CITY for the cost of replacing CITY-furnished material and such costs may be deducted from any monies due or to become due the Contractor. SP-39 8-1.08 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other Contract Documents. Written requests for an interpretation, or to identify a potential omission, discrepancy, or misunderstanding will be accepted if received by 5:00 p.m. of the 5t6 working day prior to the day of the proposed bid opening. If there are any questions regarding this project, please contact: City Engineer's Office San Bernardino City Hall 300 North "D" Street, 3`d Floor San Bernardino, CA 92418 Re: PLANS & SPECIAL PROVISIONS NO. 12283A SEWER IMPROVEMENTS , RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-05 ) Attention: Mirela Grigorescu Tel: (909) 384-5202; Fax: (909) 384-5190 E-mail: grigorescu_mi@sbcity.org SP-40 SECTION 9 9-1 TRAFFIC CONTROL 9-1.01 GENERAL -- The Contractor shall comply with Section 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction, latest edition, and these Special Provisions. 1 Warning signs, lights, cones, barricades and devices for use in performance of work upon highways shall conform to the most recent "California Manual on Uniform Traffic Control i Devices". The Contractor shall submit and obtain City approval for traffic control and traffic detour plans prior to the commencement of operations on a street. Traffic control plans shall be based on the most recent "California Manual on Uniform Traffic Control Devices". All temporary traffic striping and maintenance shall be done by the Contractor, including placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping to original configuration, and as directed by the Engineer. All warning, regulatory and construction signs shall be fully reflectorized. The traffic cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized. All work areas that remain after dusk shall be properly lighted to the satisfaction of the Engineer. The Contractor shall take all necessary measures to maintain a normal flow of traffic to prevent accidents and to protect the work throughout the construction stages until completion of the work. The Contractor shall be responsible for implementing the approved traffic control plan based on the most recent "California Manual on Uniform Traffic Control Devices". The Contractor shall make the necessary arrangements to provide and maintain barriers, cones, barricades, construction warnings, regulatory signs and any other safety control devices, including flagmen. The Contractor shall take measures necessary to protect all other portions of the work during construction and until completion, providing and maintaining all necessary barriers, barricade lights and striping, including crosswalks. In addition to the foregoing traffic control and safety measures, the Contractor shall immediately implement any measures requested by the Engineer defined as necessary to ensure the proper flow of traffic, the protection of the public and/or the safety of the workers. SP-41 The Contractor shall maintain at all times the ability to respond to calls from the Engineer, i including during non-working hours to replace or provide additional traffic control or safety devices as required. All places of business and residences along the streets that are within the limits of any work shall be notified by the Contractor in writing at least seven (7) days prior to commencement of work. This notification shall explain the sequence of work and indicate any restrictions of parking and access. Verbal notification shall be given to all places of business and residences at ~ least 18 hours in advance of commencing work that will affect access to and from their properties. The Contractor shall notify all local authorities of his intent to begin work, in writing, at i least seven (7) days before work is begun. 9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs restricting turns when directed to do so by the Engineer. 9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the Contractor may post temporary "NO PARKING" signs within the area of work as required to facilitate construction operations, subject to approval of the Engineer. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. The Contractor shall furnish, maintain, and install (seven days prior to the start of work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on them. The Contractor will be responsible for posting, removing, and maintaining these signs as required for this project. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. The Contractor shall obtain prior approval from the Engineer for removal of vehicles. 9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet. !~ A minimum shoulder width of 2 feet shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided adjacent to any excavation, unless otherwise authorized i by the Engineer. SP-42 9-1.05 PUBLIC CONVENIENCE -- During the progress of work, adequate ,~ provisions shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a minimum of inconvenience to the general public. Convenient access to abutting properties shall be maintained and remain open, unless approved by the Engineer. r 9-1.06 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall determine when FAS is required at any location. 9-1.07 LANE CLOSURE -- The Contractor shall not close more than one (1) lane at a time. The Contractor shall submit traffic control plans and obtain written approval from the Traffic Engineer prior to lane closure. No traveled lane will be closed without authorized approval given by the Engineer. If any traveled lane or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure. If lane closures are approved by the Engineer, the full width of the traveled way shall be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and designated legal holidays; after 3:00 p.m. on Fridays (unless otherwise approved by the Engineer) and the day preceding designated legal holidays; and when construction operations are not actively in progress on working days. The Contractor shall furnish, install, and upon completion of the work, remove all signs and warning devices required for directing, protecting, and detouring the public during construction. Emergency vehicles shall be permitted access at all times to any street. Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to pass y through the work area, or an approved detour shall be provided. Safe and adequate pedestrian access to all business establishments shall be continuous and unobstructed unless otherwise approved by the Engineer. SP-43 9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights, ' flares, barricades, traffic control plan and other traffic control devices, necessary to expedite passage of public traffic through the work area, shall be considered as included in the lump sum prices paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or i alterations shall not be adopted until approved in writing by the Engineer. Such approved modifications or alterations shall be adopted immediately and shall be considered paid in full as a part of the lump sum contract bid price for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor. 0 ~, SP-44 SECTION 10 10-1 MOBILIZATION 10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-3.4, "Mobilization", of the Standard Specifications. Mobilization may include, but not be limited to, the following principle items: 1. Submittal and modification, as required, of the Construction Schedule. i 2. Providing a Project Office. 3. Review of the Site. 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds as required by these Specifications 6. Moving onto the site, including, but not limited to: a. Equipment b. Arranging for and erection of Contractor's work and storage areas. i 7. Installing construction fencing and temporary construction power and wiring. 8. Providing a minimum of one restroom facility for each twenty-five (25) workers ~~ occupying the site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any combination thereof, and shall count as one for each urinal or one for each water closet (as required). 9. Installing all temporary utilities (as required). 10. Establishing required fire protection provisions. 11. Posting al10SHA required notices and establishment of safety programs. 12. Posting of all Department of Labor notices. 13. Having the Contractor's superintendent at the job site full-time and responding ~~ 24 hours per day. 14. Air and water quality protective measures, as necessary, and without limitation. '~ 15. Potholing and other research and review as necessary to verify site conditions and utility locations. 16. Demobilization of the Site. 17. Any other item as specified. The cost of bonds, insurance, move in and move out costs, preparation and submission of submittals, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for mobilization and demobilization and incidental project costs as a lump sum item, for which 75 percent (75%) will be eligible for inclusion in the first progress payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%) of the work has been completed and if progress of the work is satisfactory. SP-45 No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the project until the requirements are met. 1 10-1.02 PAYMENT - The contract bid lump sum price paid for "MOBILIZATION" shall be deemed to include the cost of work in advance of construction operation and not directly attributable to any specific bid item, and no additional compensation ' will be allowed therefor. 1 1 C~, 0 SP-46 SECTION 11 THROUGH SECTION 27 BLANK SP-47 SECTION 28 28-1 IMPORTED BACKFILL AS ORDERED BY THE ENGINEER 28-1.01 GENERAL -Imported backfill material, when ordered by the Engineer, shall comply with Section 306-1.3.7, "Imported Backfill" of the Standard Specifications. 28-1.02 PAYMENT - The contract bid unit price paid per ton for "IMPORTED BACKFILL, as Ordered by the Engineer" shall include full compensation for all material, tools, equipment and work involved in furnishing and placing imported backfill, complete in place, per Plans, the Standard Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the Standard Specifications shall not apply to imported backfill for trenches, and no adjustment therefor shall be made in the contract unit price for increased or decreased quantities of imported backfill for trenches. SP-48 SECTION 29 29-1 SHORING OF EXCAVATION 29-1.01 GENERAL -- The shoring of excavation shall conform to the requirements of Section 306-1.1, "Trench Excavation" of the Standard Specifications and these Special Provisions. The Contractor shall furnish all labor, equipment, and materials required to design, construct, maintain, replace, and remove all shoring, sheeting lagging, cribbing, piling or other types of support for the walls of the open excavations required for the construction of this project. 29-1.02 PERFORMANCE -- Attention is directed to the "Construction Safety Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order", issued by the Division of Industrial Safety of the State of California, Department of Industrial Relations and to any and all other applicable laws ordinances, or regulations to which the Contractor is required by law to conform. He shall provide himself with copies of these "Orders", "Laws", and have a copy of each at the site of his operations and shall be governed by the requirements thereof. The requirements concerning shoring, sheeting, and bracing of excavations and those concerning warning signs, lights and barricades are of particular importance. All excavations S or more feet in depth shall be braced in accordance with the requirements of Section 306-1.1.6, "Bracing Excavations" of the Standard Specifications. The Contractor shall take precautionary measures to protect, in place, all existing structures and fences during excavation. At least one lane shall be open to local traffic only at all times during construction. The Contractor shall submit to the Engineer, at least 48 hours in advance of any excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during an excavation. No excavation shall be done until such plan has been approved in writing by the Engineer, and a permit has been obtained from the State Division of Industrial Safety in accordance with the requirements of Section 7-10.4.1 of the Standard Specifications. SP-49 The Contractor shall have on file with the City of San Bernardino, Department of Development Services, Division of Public Works, a copy of CAL/OSHA permit for any excavation over five feet in depth and into which persons are required to descend. 29-1.03 PAYMENT -- The contact bid lump sum price paid for "SHORING OF EXCAVATION", shall be deemed to include full compensation providing all equipment and material and for doing all the work involved in the shoring of excavation, in compliance with all the requirements of this Section of the Special Provisions, per the Standard Specifications, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-50 SECTION 30 THROUGH SECTION 32 BLANK SP-51 SECTION 33 33-1 SEWER PIPE 33-1.01 GENERAL -- Sewer pipe, of the sizes shown on the Plans, shall comply with Section 207-17, "PVC Plastic Pipe", of the Standard Specifications and these Special Provisions. Solid wall PVC plastic pipe shall have a Standard Dimension Ratio (SDR) of 26 or less (stiffer). 33-1.02 INSTALLATION -- Sewer pipe of the sizes shown on the Plans shall be installed in accordance with manufacturers recommendation and with Section 306, "Underground Conduit Construction", of the Standard Specifications. The Contractor shall make all excavations necessary to construct and install all pipelines shown on the Plans. Excavation shall include the removal of all asphalt and/or concrete pavement and other materials or obstructions of any nature that would interfere with the excavation of the work. Concrete roadbed may be under the existing asphalt pavement. The Contractor shall be prepared to saw cut the existing roadway improvements in the course of performing the sewer main and lateral work of this project. All removed asphalt, concrete and other unsuitable materials shall become the property of the Contractor and shall be disposed of outside of the right-of--way in accordance with Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications. The minimum width of excavation for sewers shall be 12 inches (6 inches on each side) more than the exterior diameter of the pipe, exclusive of bells and branches. Where sheeting is placed, the width shall be to the face of the sheeting. The maximum width of the excavation measured at the top of the pipe, which includes the width required for sheeting, shall be 16 inches (8 inches on each side) more than the outside diameter of the pipe, exclusive of bells and branches. Bedding material shall conform to the requirements of Section 306-1.2.1, "Bedding" of the Standard Specifications. SP-52 Where the foundation consists of soft or yielding material, a minimum of 4 inches of bedding shall be provided. If the bottom of the excavation is found to consist of rock or any material that by reason of its hardness cannot be excavated to give a uniform bearing surface, said rock or other materials shall be removed for at least 3 inches below the bottoms of the pipe and be refilled to grade, at the Contractor's expense, with bedding material. Sewer lateral lines shall be 4" PVC and shall be extended to behind existing concrete curb or edge of asphalt pavement roadbed and plugged. Plug shall be a 6" thick wall of cement mortar at open ends, and as directed by the Engineer. Following the placement of asphalt concrete pavement for this project, or as directed by the Engineer, the Contractor shall place a 2-1/4" flat shiner and concrete nail approximately 1/2 foot in from the edge of pavement indicating the location of each sewer lateral line. The Contractor shall construct sewer main stub-out with plug at sewer manhole where indicated on the Plans, and as directed by the Engineer. 33-1.03 TESTING PIPELINES -- The pipe lines shall be tested in accordance with Section 306-1.4.4, "Air Pressure Test", of the Standard Specifications. In addition to the "Air Pressure Test", a "Mandrel Test" shall be used for PVC pipe, in accordance with Section 306- 1.2.12 of the Standard Specifications and these Special Provisions. After backfilling and compaction of PVC pipe, the sewer pipeline shall be cleaned and mandrelled. The mandrel shall be rigid with 9 runners. Its length shall be greater than or equal to the pipe diameter, and diameter of the mandrel shall be at least 96 percent of the specified inside diameter of the pipe being tested. A valid certification of the mandrel's dimensional integrity shall be provided and the Engineer must approve the mandrel prior to testing. Mandrel testing shall be performed in the presence of the Engineer. In pipes where the mandrel sticks, the pipe shall be dug up and replaced as deemed necessary by the Engineer, backfilled, compacted, and retested with the mandrel. A pipe "Deflector" or "Rerounder" shall not be used to reround over deflected pipes. 33-1.04 ABANDONMENT OF CONDUIT -- BLANK 33-1.05 BYPASSING SEWAGE -- BLANK SP-53 33-1.06 PAYMENT -- The contract bid unit price paid per linear foot for "8" PVC SEWER MAIN" shall include full compensation for providing all the materials, tools and equipment and for performing all the work involved in the installation of sewer main line, including removal of asphalt and/or concrete pavement, performing all excavation, furnishing and placing the pipe, plug of stub-out at sewer manhole inlet, bedding and backfill, restoring asphalt concrete pavement, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. The contract bid unit price paid per each for "4" PVC SEWER LATERAL and PLUG" shall include full compensation for providing all the materials, tools and equipment and for performing all the work involved in the installation of sewer lateral from the sewer main to the existing edge of asphalt pavement roadbed with plug, including removal of asphalt and/or concrete pavement, performing all excavation, furnishing and placing the pipe, plugs, bedding and backfill, placing lateral line survey locater (shiner and nail) in pavement, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. Payment for excavation, including saw cut and removal of asphalt concrete or concrete surfacing, shall be considered as included in the contract bid unit price paid for the various sizes of sewer pipe, and no additional compensation will be allowed therefor. Imported backfill will be paid for as a separate item of work. Costs for compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the City. SP-54 SECTION 33B 33B-1 VIDEO INSPECTION OF PIPE 33B-1.01 GENERAL -- Video inspection of existing sewer main prior to the work on this project and following construction of new sewer main shall comply with Section 500-1.1.5, "Television Inspection", of the Standard Specifications, and these Special Provisions. The Contractor shall be responsible for confirming the locations of all branch service connections on the affected sewer mains a minimum of 10 working days prior to beginning any construction work of this project. Inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by close circuit television. The interior of the pipeline shall be carefully inspected to determine the location of any laterals. Two sets of video tapes and suitable logs shall be kept for later reference by the CITY. If pre-inspection reveals a service connection, the Contractor shall immediately notify the Engineer. Construction work involving an unknown lateral shall be approved in writing by the CITY prior to the commencement of the work, and shall be considered as a separate pay item. 33B-1.02 PAYMENT -- The contract bid lump sum price paid for "VIDEO INSPECTION of SEWER MAIN" shall include full compensation for providing all material, tools and equipment, and for doing all the work involved in the video inspection of all affected sewer main prior to the start of any construction work and after construction of new sewer work of this project, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-55 SECTION 34 34-1 MANHOLES 34-1.01 GENERAL -- Manholes shall be pre-cast concrete and shall be constructed in accordance with CITY Standard Drawing No.'s 300 and 301 respectively, and these Special Provisions. Frames and covers shall comply with CITY Standard Drawing No. 304. Pre-cast manholes shall be coated on the inside with Hunt's Process Black No. 120 or approved equal. The coating shall be applied before the manhole is installed in place. Frames and covers shall be adjusted to grade, after completion of the restoration of the asphalt concrete pavement. All covers shall be marked with 2" letters, per the Engineer, as follows: "CITY OF SAN BERNARDINO" "SEWER" "DANGER" "CONFINED SPACE" "DO NOT ENTER" The above referenced City Standard Drawings are included in the "STANDARD DRAWINGS" in the appendix of these Special Provisions. 34-1.02 PAYMENT -The contract bid price paid per each for "SEWER MANHOLE" shall include full compensation for providing all materials, tools and equipment, and for performing all the work involved in the construction of new manholes, including frame and cover, connecting to existing sewer main or new sewer main, and extra depth as required to form a complete installation, per the Plans, the Standard Specification, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. SP-56 SECTION 35 35-1 TRENCHING, BACKFILL AND RESTORATION OF ASPHALT PAVEMENT 35-1.01 GENERAL -- Trench excavation and backfill shall conform to the provisions of Section 308-2.2, "Trench Excavation and Backfill", and Section 306-1, "Open Trench Operations", of the Standard Specifications, and these Special Provisions. 35-1.02 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH -- Open trench, as referred to herein, is defined as al excavations made for the permanent installations required on the project, which have not been completely backfilled (including attaining relative densities) as required elsewhere in these Special Provisions, and in which either temporary or permanent paving has not been placed. At no time shall traffic be allowed to drive over open trenches without steel plates or approval by the Engineer. At bus stops, steel plates shall be placed over all open trenches. The Contractor shall schedule his operations so that the time and length requirements specified below for open trench shall not be exceeded. 1. Time Requirements for Open Trench -- At any location, the trench excavation, pipe and conduit installation, and backfill and the specified permanent surfacing shall be satisfactorily completed as soon as practical, but in no case more than 15 calendar days after removal of the existing pavement or surfacing. 2. Len h Re uirements for 0 en Trench -- Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe and conduit is used shall be 500 feet, or the distance necessary to accommodate the amount of pipe and conduit installed in a single day, whichever is the greater, in accordance with Section 306-1, "Open Trench Operations", of the Standard Specifications. 35-1.03 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL -- Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of the work. SP-57 35-1.04 BACKFILL AND DENSIFICATION -- Backfill and densification shall comply with the requirements of Section 306-1.3, "Backfill and Densification", of the Standard Specifications and these Special Provisions. Outside the traveled way, in areas to receive concrete, soil shall be compacted to a relative density of not less than 90%. Backfill for trenching under the traveled way shall be compacted to a relative compaction of a minimum of 95% per CITY Std. No. 310. Subgrade for asphalt concrete pavement in the traveled way shall be compacted to a relative density of not less than 95% down to a depth ending at the 12" minimum of 90% compacted cover over the pipe. Under no circumstances shall truck wheels be used for compacting soil. 35-1.05 ASPHALT CONCRETE -- Asphalt concrete shall comply with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the Standard Specifications and these Special Provisions. The Performance Grade of the asphalt concrete shall be PG 64-10. 35-1.06 AGGREGATE BASE -- Aggregate base, crushed, shall comply with requirements of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the Standard Specifications and these Special Provisions, for crushed aggregate base. Crushed rock for aggregate base shall be 3/4-inch. 35-1.07 TEMPORARY RESURFACING -- Temporary resurfacing shall comply with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing", of the Standard Specifications and these Special Provisions. Temporary resurfacing shall be placed over all backfill in streets, or to the areas where the Contractor's operations have resulted in the removal of existing paving. Temporary resurfacing shall be placed at noon as the backfill is densified to the relative density or immediately when so directed by the Engineer. SP-58 35-1.08 PERMANENT RESURFACING -- Permanent resurfacing shall comply with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard Specifications and these Special Provisions. Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness of 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the Engineer. A self-propelled machine will not be required for any trench that is 2 feet or less in width. A tack coat shall be applied as directed by the Engineer. 35-1.09 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT CONCRETE PAVEMENT" and "AGGREGATE BASE, CRUSHED" shall include full compensation for providing all the material, tools and equipment, and for doing all the work involved in restoration of asphalt concrete pavement, including doing all the work involved in excavation, backfilling and compacting, placing aggregate base material and constructing asphalt concrete pavement, including placing and removing temporary resurfacing, the application of tack coat as directed by the Engineer, per the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and no additional compensation will be allowed therefor. Payment for saw cutting, removing and disposing of existing asphalt concrete or concrete pavement shall be considered as included in the various contract bid items of work involved, and no additional compensation shall be allowed therefor. Payment for application of temporary traffic striping disturbed by the Contractors shall be considered as included in the various contract bid items of work involved and no additional compensation will be allowed therefor. Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. 2. Tests which do meet the required relative compaction will be paid for by the CITY SP-59 SECTION 36 36-1 JACKING 36-1.01 GENERAL -- Jacking of the conduit shall comply with the requirements of Section 306-2.1, "General", Section 306-2.3, "Jacking Steel Casing" and Section 306-2.5, "Tolerances", of the Standard Specifications and these Special Provisions. 36-1.02 JACKING CONDUIT -- Jacking of steel encasement for the work of this project shall be at the option of the Contractor. Galvanized steel pipe may be jacked into place between the limits shown, or specified, in accordance with these Special Provisions. The strength of pipe will be determined by vertical load only. Additional reinforcement or strength of pipe required to withstand jacking pressure shall be determined and furnished by the Contractor, at his expense. Variations from theoretical alignment and grade at the time of completion of jacking shall not exceed one percent of the distance from the jacking point. The diameter of the excavated hole shall not be more than 0.1 foot greater than the outside limits of the pipe. Sluicing or jetting with water will no be permitted. When material tends to cave in from outside these limits, a shield shall be used ahead of the first section of pipe or the face of excavation shall not extend beyond the end of pipe more than 1-1/2 feet, unless permitted by the Engineer. Areas resulting from caving or excavating outside the above limits shall be backfilled with sand or mortar by a method which will fill the voids. The annular space in the inside joints of the pipe shall be filed with jointing material and finished smooth. Said space shall be finished as each section of pipe is installed for pipe 24 inches in diameter and smaller, and after the entire installation is completed for larger pipe The Contractor shall take all necessary precautionary measures during the bore and jack operation so as to produce a permanently stable roadway and to assure no effects on existing utilities crossing or along the pipe to be installed. SP-60 36-1.03 PAYMENT -- Full compensation for excavating, constructing, supporting and removing pilot tunnels, constructing reinforced concrete cradles where required, providing grout holes, grout and grouting where necessary, and for doing all the work involved in the jacking of conduit under existing improvements shall be considered as included in the prices paid for the various contract bid items of work involved and no additional compensation will be allowed therefor. SP-61 SECTION 37 37-1 STEEL PIPE ENCASEMENT 37-1.01 GENERAL -- Steel pipe for encasement of sewer conduit pipe shall comply with the requirements of Section 206-2.1, "General", Section 206-2.3, "Steel Casing" and Section 306-2.5, "Tolerances", of the Standard Specifications and these Special Provisions. Steel casing shall conform to the requirements of ASTM Designation A139 Grade B with minimum yield strength of 35,000 psi. The Contractor shall place solid steel casing pipe at the location shown on the Plans in accordance with the noted size, length and type of material, and as directed by the Engineer. The Contractor shall take all necessary precautionary measures during the construction to produce a permanently stable roadway and to assure no effects on existing utility crossing or along the pipe to be installed. The encasement pipe shall have a minimum wall thickness of 0.250" for new casing pipe or 0.375" for salvaged casing pipe. Nominal diameter shall be per the following Table I or as directed by the Engineer: Table I CASING PIPE MINIMAL NOMINAL DIAMETER & WALL THICKNESS Carrier Pipe Nominal Diameter in. CASING PIPE Outside Diameter (in.) CASING PIPE Wall Thickness (in. 4 16 .250" 6 16 .250" 8 18 .250" 10 20 .250" 12 24 .250" 16 30 .312" 20 36 .375" 24 42 .500" 30 48 .500" 36 54 .500" 42 60 .500" SP-62 The encasement pipe shall be bituminous coated inside and out. All shop and field welds of casing pipe shall conform to American Welding Society (AWS) standard specifications. Welds shall be airtight and not increase the outside pipe diameter by more than 3/4" 37-1.02 .CASING SPACERS AND END SEALS -- Encasement pipe shall be supported by casing spacers at no more than 10 feet between spacers and sealed on both ends. Casing spacers shall be 12" wide and manufactured of minimum 14-gauge Type 304 stainless steel. All nuts and bolts shall be corrosion resistant and compatible with the respective steel band. Each spacer shall have a minimum of four (4) runner supports manufactured of a high molecular weight polymer plastic. The runner supports shall be of adequate height to position the carrier pipe in the center of casing with a 1/2" minimum top clearance. Casing end seals shall be used to completely close both openings on either side of the encasement pipe. These end seals shall be pull on (seamless) or wrap around with stainless steel straps for securing to the carrier pipe and the encasement pipe. Casing Seals shall be constructed of specially compounded synthetic rubber that is leak- proof, root-proof and resistant to chemicals, ultraviolet rays, fungus growth, and normal sewer gases, with a minimum thickness of 1/8 inch. Stainless steel clamps shall be corrosion-resistant and rust-proof 37-1.03 PAYMENT -- The contract bid price per linear foot for "18" STEEL CASING" shall be considered as full compensation for providing all the material, tools and equipment and for doing all the work involved in the installation of solid wall steel casing, including excavating, constructing, supporting spacers, constructing cradles where required, and casing seals at ends, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and as directed by the Engineer, no additional compensation will be allowed therefor. SP-63 SECTION 38 THROUGH SECTION 49 BLANK SP-64 SECTION 50 50-1 REMOVAL AND RESTORATION OF EXISTING IMPROVEMENTS EXCEPT STREET PAVEMENT 50-1.01 GENERAL - The Contractor shall comply with Section 7-9, "Protection and Restoration of Existing Improvements", of the Standard Specifications, latest edition, and these Special Provisions. All existing improvements (except utilities and street pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping and traffic detector loops which are damaged or removed during the course of construction of the project shall be restored or replaced to a condition equal to or better than, in all respects, the existing improvements removed or damaged, unless otherwise specified or noted on the drawings. The removal and restoration of existing improvements shall be in accordance with the applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing and the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10-foot section, if possible, at an existing joint or scoring line. If said 10-foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw-cut. 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. SP-65 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the Contractor. Unless otherwise specified, all excess excavation or removed material shall become the property of the Contractor and shall be disposed of by him away from the site of work. 50-I.02 PAYMENT -Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various contract bid items of work involved, and no additional compensation will be allowed therefor. SP-66 APP s t ~~ ^ a 0 u i ~F-, SOILS REPORT fJ `' REPORT OF LIMITED GEOTECHNICAL STUDI' SEWER AND STREET IMPROVEMENTS ON RIALTO STREET FROM LENA ROAD TO TIPPECANOE AVENUE AND 3RD STREET FROM "G" STREET TO "H" STREET CITY OF SAN BERNARDINO SAN BERNARDINO COUNTI', CALIFORNIA ~ PROJECT NO.: 622-R08 REPORT NO.: 2 FEBRUARY 29, 2008 i ~ SUBMITTED TO: S CITY OF SAN BERNARDINO 1 PUBLIC WORKS /ENGINEERING 300 NORTH D STREET SAN BERI~?ARDINO, CA 92408 t ~~ F PREPARED BI ' HILLTOP GEOTECHNICAL, INC. ' E:~TL'E 786 SOUTH GIFFORD A~ SAN BER?~'ARDI:~'O, CA 92408 i tt I r HILLTOP GEOTECHNICAL Itv C O R P O R A T E D February 29, 2008 786 S. G!FFORD AVENUE • SAN BER'~F~,RDINC: CA'_IFC~P.`~;iA 92405 hiiftopguh,eotech.com FAX 909-890-9055 • 909-890-9079 City of San Bernardino Public Works /Engineering 300 I~'orth D Street San Bernardino, CA 92408 Attention: Mr. Robert Sepulveda Associate Engineer Project ~o.: G22-R08 Report I\ o.: 2 Subject.: Report of Limited Geotechnical Study, Sewer and Street Improvements on Rialto Street from Lena Road to Tippecanoe Avenue and 3rd Street from "G" Street to "H" Street, City of San Bernardino, San Bernardino County, California. > References: City of San Bernardino, Development Services -Public Works /Engineering, Undated with no Revisions, Unsigned., Unapproved, Seurer Improvements and Street Improvements on Rialto ,Street -Lena Road to Tippecanoe Avenue (SK'08-05), 3r`~ Street - "G" Street to "H" Street. (SW08-I2), Drawing No. 12283, Sheet 1 of 7 Sheets through Sheet 7 of 7 Sheets. t Mr. Sepulveda: f According to your request, we have completed a limited geotechnical study for the ~ sewer improvements on Rialto Street, 3`d Street, and Lena Road in the City of San Bernardino, San Bernardino County, California. We are presenting, herein, our ~ findings and recommendations. t FIELD EXPLORATION A study of the property's subsurface condition was performed to evaluate underlying earth strata and the presence of groundwater. Five (5) exploratorST '' 622-R08.2 February 29, 2008 Page 2 borings were performed along the project alignment on February 4, 2008. The locations of the borings were pre-established by representatives ofthe City of San Bernardino. The locations of the borings were marked in the field b~• representatives of Hilltop Geotechnical, Inc. by pacing and sighting from thc~ adjacent existing streets and adjacent structures as shown on the referenced plans. Approximate locations of the exploratory excavations are denoted in the table in the subsequent `Existing Pavement Section' in this report. Approximate elevations of the exploratory excavations K~ere determined by interpolation from the profile as shown on the referenced plans. Locations and elevations of the exploratory excavations should be considered accurate only to the degree implied by the method used in determining them. ~ The exploratory borings were performed by using atruck-mounted drill rig `~ equipped with 8-inch outside-diameter, hollow-stem augers. The exploratory excavations were explored to a depth of approximately 11 to 14.5 feet below ~ existing pavement surfaces at the excavation locations. Bulk and relatively undisturbed samples of encountered earth materials were obtained at various depths in the exploratory excavations and returned to our laboratory for testir:g and verification of field classifications. Bulk samples were obtained from cuttinf;s developed during the excavation process and represent a mixture of soils with i !1 the depth indicated on the logs. Disturbed samples of encountered earth materials ~ were obtained at various depth by driving asplit-spoon sampler. The sampler was driven with successive drops of a 140-pound weight having a free fall of approximately 30 inches. Blow counts for each successive 6.0 inches of penetration, or fraction thereof, are shown on the attached `Subsurface Exploration Log,' Plate Nos. 1 through 5, presented in this report. i Groundwater observations were made during, and at the completion of the '~ excavation process and are noted on the attached `Subsurface Exploration Log,' if encountered. ~ The exploratory excavations were logged by a representative of Hilltop Geotechnical, Inc. for earth materials and subsurface conditions encountered. ,' Soil materials encountered in the exploratory excavations were visually described in the field in general accordance with the current Unified Soils Classification System (USCS), ASTM D2488, visual-manual procedures, as illustrated on the attached, simplified `Subsurface Exploration Legend.' The visual textural description, color of the soil at natural moisture content, apparent moisture condition of the soils, and apparent relative density or consistency of the soils, etc., were recorded on the field logs. The `Relative Density' of granular soils is given as very loose, loose, medium dense, dense, or very dense and is based on the number HILLTOP GEOTECH1vICAL, INC. 622-808.2 February 29, 2008 Page 3 of blows to drive the sampler. The `Consistency' of silts or clays is gi~•en as ~•ery soft, soft, medium stiff, stiff, very stiff, or hard and is also based on the number of „~ blows to drive the sampler. The field log for each e~:cavation contains factual information and interpretation of soil conditions heti;~een samples. The `Subsurface Exploration Logs' presented in this report represent our interpretation of the field. log contents and results of laboratory observations and tests performed on samples obtained in the field from the exploratory excavations. The exploratory boring excavations were backfilled with excavated earth materials and with reasonable effort to restore the areas to their initial condition before leaving the site. Where borings were located in existing paved areas, the borings were capped with asphaltic concrete, cold patch material. In an area as small and deep as a boring excavation, consolidation and subsidence of backfill soil may result in time, causing a depression of the excavation areas. The client is advised to observe exploratory excavation areas periodically and, when needed, backfill noted depressions. EXISTING PAVEMENT SECTION The asphalt concrete and aggregate base thickness at the boring locations arc presented in the following table: i Boring No. Boring Location Asphalt Thickness (in.) Aggregate Base Thickness (inJ B-1 Lena Road, Sta. t7+50, 36' Rt. 6.0 10.E B-2 Rialto Avenue, Sta. t30+00, 18' Rt. 3.0 6.0 B-3 Rialto Avenue, Sta. t21+00, C.L*. 6.0 ;i.5 B-4 Rialto Avenue, Sta. ±13+00, C.L. 8 5 4.0 B-5 3`d Street, Sta. t14+50, 9' Rt. 3.5 9.0 * C.L. -Centerline of the proposed sewer alignment. EARTH MATERIAL DESCRIPTION Presented as follows are brief descriptions of the earth materials encountered in the exploratory excavations. More detailed descriptions of the earth materials encountered are presented on the attached `Subsurface Exploration Log,' Plate Nos. 1 through 5. The earth material strata as shown on the logs represent the conditions at the actual exploratory excavation locations. Other variations may HILLTOP GEOTECHNICAL, INC. ,~ 622-R08.2 February 29, 2008 Page 4 occur beyond and/or between the excavations. Lines of demarcation between the earth materials on the logs represented the appror-imate boundary between the ;~ material types; however, the transition may be gradual. The site materials encountered at the boring locations were identified as pavement overlying man-made fill (af), overlying alluvium (Qal ~. The pavement section encountered at the locations ofthe boring ranged between 3.() to 8.5 inches asphalt concrete overlying 3.5 to 10 inches of aggregate base material. The fill material varied in thickness from approximately 2.0 to 7.0 feet. The man- made fill generally consisted of silty, fine to coarse sands with a trace to some gravel (SM), silty, fine sands (SM), slightly silty, fine to coarse sands with some gravel (SP-SM), and fine to coarse sands (SP). The fill vas generally dark brown, brown, light brown, orange-brown, and gray in color, moist, and medium dense in relative density. The alluvium underlying the pavement section and. man-made fill along the project alignment generally consisted of fine to coarse sands with a trace to some gravel (SP), gravely medium to coarse sands (SP), silty fine to coarse sands with a trace to some gravel and a trace clay (SM), sandy silts (ML), sandy clays (CL), and silty clays with a trace to some sand (CL). These strata were generally light gray, gray, dark gray, light gray-brown, brown, light brown, light orange-brown, or black, in color, moist, and Loose to very dense in relative density or medium stiffto very stiff in consistency. The borings were terminated in the alluvial materials. ~ GROUNDWATER i Groundwater was not encountered in the exploratory excavations to the maximum depth explored of approximately 14.5 feet below existing pavement surface at the f boring locations at the time the field study was performed for this report. SITE VARIATIONS Based on results of our subsurface exploration and experience, variations in the continuity and nature of surface and subsurface conditions should be anticipated. Due to uncertainty involved in the nature and depositional characteristics ofearth materials at the site, care should be exercised in extrapolating or interpolating subsurface conditions between and beyond the exploratory excavation locations. K Groundwater observations were made in the exploratory excavations at times and under conditions stated on the boring logs. These data have been reviewed and ,~ uri.i"TOP GEOTECHNICAL, INC. Ll 622-R08.2 February 29, 2008 Page 5 1 interpretations made in the text in other sections of this report. Ho~i•ever, it should be noted that fluctuations inlevels ofground«-atei• ancUor perched ~;•ater may occur due to variations in precipitation, temperature, and other factors. ' LABORATORY TESTING Laboratory tests were performed on selected bulk samples obtained from exploratory excavations during the field study. Tests were performed in general ' accordance with generally accepted American Society for Testing and Materials (ASTM), State ofCalifornia - Department ofTransportation (CALTR.ANS), or other suitable test methods or procedures. The remaining samples obtained during the 1 field study will be discarded 30 days after the date of this report. This office should be notified immediately if retention of samples will be needed beyond 30 days. A ' brief description of the tests performed is presented below: Classification ' The field classification of soil materials encountered in the exploratory excavation s was verified in the laboratory in general accordance with the current Unified Soil ~. Classification System, ASTM D2488, `Standard Practice for Determination ai~t~l. ' Identification of Soils (Visual-Manual Procedures).' The final classification is shown on the attached `Subsurface Exploration Log,' Plate Nos. 1 through 5. Sieve Analysis The percent by weight finer than a No. 200 sieve (silt and clay content) was determined for selected samples of earth material in general accordance with current ASTM D1140 procedures. The test is performed by taking a known weight of an oven dry sample of soil material, washing it over a No. 200 sieve, and oven ' drying the soil retained on the No. 200 sieve. The dry weight of soil material retained on the No. 200 sieve is measured and the resulting percentage retained ~ is calculated based on the original total dry soil sample weight. Tlie percent passing the No. 200 sieve is determined by subtracting the percent retained from 100. The test results are summarized in the following table: f ' HILLTOP GEOTECHNICAL, INC. 622-R08.2 February 2~, 2006 Page 6 1 PERCENT PASSING #200 SIEVE TEST (ASTM D1140 Test Method) PERCEIti"T SAMPLE SOIL DESCRIPTION PASSING #200 SIEVE B-1, 2.0'-2.5' Dark brown, silty, fine to coarse 1 ~ sand, some gravel (S~-1 ~ B-1, 7.0'-7.5' Brown, silty, fine to coarse sand. 13 some gravel (SM) 2.0 -2.5 B-2 Brown, slightly silty, fine to coarse 8 , sand, some gravel (SP-SM) B-2, 7.0'-7.5' Light brown, sandy silt (ML) 57 B-3, 2.0'-2.5' Light brown silty fine to coarse 19 sand, trace gravel (SM) B-3, 7.0 -7.5 Black, silty, fine to coarse sand, trace 26 organic material (SD71 B-4, 2.0'-2.5' Brown silty, fine to coarse sand, 18 trace gravel (SM) 7.0'-7.5' B-4 Light gray-brown, gravely, medium 3 , to coarse sand (SP) B-5, 2.0'-2.5' Gray, silty, fine sand (SM1 26 B-5, 7.0'-7.5' Light gxay, sandy silt (ML) 59 ~ Sand Equivalent Test ~ Sand equivalent tests were performed on samples ofnear-surface earth materials in general accordance with current California Test 217 procedures. The Sand Equivalent is an indicator of the relative proportion of fine materials in samples of soil or aggregate which pass a No. 4 sieve. The Sand Equivalent value is a ' unitless number and is the ratio of the height of sand to the height of flocculated fine material in a sedimentation cylinder. The ratio is multiplied by 100 to obtain the Sand Equivalent Value. The test results are summarized in the following table: r HILLTOP GEOTECIINICAL, INC. 1 1 1 6 1 t 622-R08.2 Februar}~ 2~1, 200£ SAND EQUIVALENT (California Test 217 Procedure) SAMPLE SOIL DESCRIPTION SAND EQUIVALENT B-l, 2.0'-2.5' Dark brown, silty, fine to coarse 3-) sand, some gravel 1 S~1 ~ B-1 7.0'-7.5' Brown, silty, fine to coaz•se sand. 51 , some gravel (SM) 2.0'-2.5' B-2 Brown, slightly silty, fine to 62 , coarse sand, some gravel (SP-SM) B-2, 7.0'-7.5' Light brown, sandy silt (ML) 9 2.0'-2.5' B-3 Light brown silty fine to coarse 4i , sand, trace gravel (Shi) B-3, 7.0'-7.5' Black silty, fine to coarse sand, , ~` trace organic material (SM) 2.0'-2.5' B-4 Brown silty, fine to coarse sand, ~ ~` i , trace gravel (SM) B-4, 7.0'-7.5' Light gray-brown, gravely, 79 medium to coarse sand (SP) B-5, 2.0'-2.5' Gray, silty, fine sand (SM 1 19 B-5, 7.0'-7.5' Light gray, sandy silt (MLA 4 Page r Resistance (R-Value) Test Resistance (R-Value) tests were performed on samples of near-surface earth material that are encountered belov~~ the existing the pavement areas. This test procedure measures the ability of soils and aggregate materials to resist lateral deformation under applied vertical loads and is used in developing parameters for structural pavement sections. The Traffic Indexes (TI's) for the various streets were provided by a representative of the City of San Bernardino, California. Testing was performed in general accordance with current California Test 301 procedures. The test results are summarized in the following table: HILLTOP GEOTECHIVICAL, INC. 622-R08.2 February 29, 2008 page g 1 !J RESISTANCE (R-VALUE) TEST RESULTS (California Test 301 Procedure) R-VALUE SAMPLE SOIL DESCRIPTIO:` EXUDATION B~ PRESSURE EXPANSION AT 300 psi PRESSURE Dark brown, silty, fine to B-1, Z.0'-4.0' coarse sand, some grave] 73 I~'A~` (SI`I) Light brown, silty, fine to B-3, 2.0'-5.0' coarse sand, trace gravel 76 NA (SM) B-5, 1.0'-3.0' Gray, silty, fine sand, trace 73 75 ~ TI = 7 5 clay (SM) . NA -Not Applicable. No expansion of test specimens dul•ing test. PRELINIINARY PAVEMENT RECOMMENDATIONS The following are recommendations for the structural pavement section for the various streets. The Hot Mix Asphalt (HMA) pavement sections have been determined in general accordance with current CALTRANS design procedures and are based on a Traffic Index (TI) provided by a representative of the City of San Bernardino, California and an R-Value of 50 or more based on the laboratory test results for the soils that are anticipated to be at subgrade elevation. Portland Cement Concrete (PCC) pavement sections are based on equivalent structural numbers as the recommended HMA pavement section. The preliminary recommendations for the pavement sections should consist of the following: i RECOMMENDED PAVEMENT SECTIONS Site Area Traffic pavement Section Index* 4.7" Asphaltic Concrete (A.C.) Lena Road, over 4.7" Aggregate Base (A.B.) Sta. 5+84 to Rialto 7.5 or Avenue 6.6" PCC C~ 2,500 psi over properly prepared subgrade. HILLTOP GEOTECHNICAL, INC. 62'~-R08.2 February 2J. 1008 Page 0 r 1 t I REC0:1iI1iENDED PAVEDfENT SECTIONS Site Area Traffic Index'` Pavement Section 5.3" Asphaltic Concrete ! A.C. ~ Rialto Street between c,~~er 7.1" Aggref.=ate Base (A.B. i Lena Road and 9.0 ur Tippecanoe Avenue 8.1" PCC C~ 2,500 psi over properly prepared subgrade 4.7" Asphaltic Concrete (A.C. ) 3`d Street between "G,. over 4.7" Aggregate Base (A.B. ) Street and "H" Street 7'5 °~~ 6.6" PCC C 2,500 psi over properly prepared subgrade * Traffic Index provided by a representative of the City of San Bernardino , California. Asphalt concrete pavement materials should be as specified in Section 39, `Asphaltic Concrete,' in the current CALTRANS Standard Specifications or an equivalent substitute. Aggregate base should conform to Class 2 (37.5-mm {1-1./2"} Maximum or 19-mm {3/4"} Maximum) material as specified in Section 26-1.02A, `Class 2 Aggregate Base,' in the current CALTR.ANS Standard Specifications, or an equivalent substitute. Portland Cement Concrete sections are based on a compressive strength of 2,500 psi or greater at 28 days for the concrete. Higher strength design for the concrete can permit thinner pavement sections. Lower strength design for the concrete will require thicker pavement sections. Joints (longitudinal, transverse, construction, and expansion), jointing arrangement, joint type, pavement and/or joint reinforcing, as well as drainage, crowning, finishing and curing of PCC pavement should be in accordance with current Portland Cement Association (PCA) recommendations. The subgrade soil, including utility trench backfill, should be compacted to 90 percent or greater relative compaction to a depth of 12.0 inches or greater below finish subgrade elevation. The aggregate base material should be compacted to 95 percent or greater relative compaction. If asphaltic concrete and/or PCC pavement is placed directly on subgrade, the upper 6.0 inches of the subgrade should be compacted to 95 percent or greater relative compaction. Maximum dry density and optimum moisture content for subgrade and aggregate base materials should be determined according to current ASTM D1557 procedures. The asphalt concrete HILLTOP GEOTECHNICAL, INC. i 622-R08.2 F~~bruar~~ 2t), `~i}~~~ Page 10 pavement should be densified to t)~ perc•ent nr grf~ater of the density obtained by current. California Test 30-1 and 30f~ procedures t H~•ec~m compacted laboratorti• ' samples;. V~'here HMA pavement abuts concrete apron, drives, walks, or curb and gutter sections, a thickened edge transition zone is recommended for tl~e Hl~~1A section to minimize the effects of impact loading as vehicles transition from PCC paving to HMA paving. This thickened edge should consist of an increased thickness of 2 0 . inches for parking areas and 4.0 inches for areas of heavy truck usage. This thickened edge should extend to a distance of 3.0 feet or greater from the edge of pavement and then gradually taper back to the design pavement thickness. If pavement subgrade soils are prepared at the time of grading of the building site and the areas are not paved immediately, additional observations and testing will have to be performed before placing aggregate base material, asphaltic concrete, or PCC pavement to locate areas that may have been damaged by construction traffic, construction activities, and/or seasonal wetting and drying. In the proposed ' pavement areas, soil samples should be obtained at the time the subgrade is graded for R-Value testing according to current California Test 301 procedures t.o ' verify the pavement design recommendations. The longevity and performance of pavements utilizing aggregate base material for ~ support is dependent upon the quality ofthe material. CALTR.ANS specifications d o not specifically exclude the use of material other than a natural, crushed rock ~ and rock dust for Class 2 Aggregate Base material as the Standard Specifications for Public Works Construction, Section 200-2.2, does for Crushed Aggregate Base material. Often times, reclaimed Portland Cement concrete and Hot Mix Asphalt ~ concrete are crushed and graded to produce a Class 2 Aggregate Base material per CALTR.ANS gradation specifications. Bricks, concrete masonry units, tile, glass, ceramics, porcelain, wood, plastic, metal, etc. are not an acceptable reclaimed material for use in a Class 2 Aggregate Base material per the CALTR.ANS specifications. However, gradation is not the only quality guidelines for aggregate base material. If a reclaimed material is proposed for use on the project as a Class 2 Aggregate Base, the reclaimed materials should not exceed 50 percent ofthe total volume of the aggregate used. The aggregate base material should also be tested for the following quality requirements per the current, appropriate CALTRANS procedures: HILLTOP GEOTECIINICAL, INC. 622-R08.2 Februar~~ 29, 2(lOS Pagel l TEST' t,~UALIT~ RE(,1L'IREhiENT TEST A'IETHOD NO. OPERATI'.~G RANGE CONTRACT COMPLIANCE Resistance !R-Value ~ Calif. Test 301 -- 78 ;~1in. Sand Equivalent Calif. Test 217 25 \Iin. 2`2 Min. Durability Index Calif. Test 229 -- 35 Min. If a reclaimed material or a pit run aggregate is proposed for use on the project as a `Greenbook' Crushed Miscellaneous Base, the materials should be tested for the following quality requirements, per the current `Greenbook,' 2006 Edition with the 2007 Supplements, and appropriate procedures as well as the required gradation and other requirements: I P f TEST TEST QUALITY METHOD NO. REQUIREMENT Resistance Calif. Test 301 78 Minimum` (R-Value 1 Sand Equivalent Calif. Test 217 35 itlinimum Percent S'i'ear' 100 Revolutions ASTM 0131 15 Maximum 500 Revolutions 52 :Maximum Gravel Particles', (°i~l Calif. Test 202 15 Maximum 1. R-Value requirement may be waived if Sand Equivalent is 40 or more. 2. The percentage wear requirements may be waived ifthe material has a minimum Durability Index of 40 in accordance with CALTRANS Test Method 229. 3. Gravel is defined as particles with no more than one (1) fractured face. A `Greenbook' Crushed Miscellaneous Base may contain broken or crushed asphalt concrete or Portland Cement concrete and may contain crushed aggregate base or other rock materials. The Crushed Miscellaneous Base may contain no more than 3.0 percent brick retained on the # 4 sieve by dry weight of the total sample. HILLTOP GEOTECHIVICAL, INC. 622-RU8.2 Februai-~• 29, 2r-()~ Page 12 Samples of the proposed aggregate ba~t> using reclaimed material should bc~ sampled from the manufacturer's stockpiles prior to deliver~• to the project. The samples should be obtained at a time as near the deli~•er~• to the project as possible but would allow enough time to complete the testing and report the results before delivery to the site. Samples should again be obtained and tested for quality compliance from the materials delivered to the project. In addition, per the current CALTR.ANS Standard Specifications, ":\'o single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one (1) day of production, whichever is less." Concrete gutters should be provided at flog;~ lines in paved areas. Pavements should be sloped to permit rapid and unimpaired flow of runoff water. In addition, paved areas should be protected from moisture migration and ponding from adjacent water sources. Saturation of aggregate base and/or subgrade materials could result in pavement failure and/or premature maintenance. The gutter material and construction methods should conform to the current standards of the City of San Bernardino County, California. TRENCH EXCAVATION RECOD'IlVIENDATIONS It is recommended that utility trench excavations be designed and constructed in accordance with current OSHA regulations. These regulations provide trench sloping and shoring design parameters for trenches up to 20 feet in vertical depth ~ based on a description and field verification of the soil types encountered. Trenches over 20 feet in vertical depth should be designed by the Contractor's Engineer based on site specific geotechnical analyses. For planning purposes, v~~e recommend that the following OSHA soil type designations and temporary slope inclinations be used: t E f i TEMPORARY EARTH O S I I A SLOPE MATERIAL S O I L , , Ir,~CLINATION I YPE„_ (H:V)*." Undocumented Fill C 1.5:1 Compacted Fill C 1.5:1 Alluvium C 1.5:1 HILLTOP GEOTECHNICAL, INC. 1 1 t 1 622-R08.2 Feuruar~• 20, 2Uf)f; (1tiHA TEi<[PORARI' EARTH SGIL SLOPE AiATERIAI, TI'PE"` INCLINATiOti Type'C': ('ohr~~iv~~ mils «ith an uncnnfincd coniprc•ssi~ c~ str~~n~±h of 0.5 tsf or IE:~s: or Ciranuiar soils including sands. gravels, loamy, clayey or silty sands, etc. *`= Steepest allowable slopes for excavations less than 20 feet in vertical height. Slopes for excavations greater than 20 feet in vertical height should be designed by a Registered Professional Engineer with experience in Geotechnical Consulting and Soil iVlechanics. Page 13 Excavations of less than 5.0 feet in depth may also be subject to collapse due to water, vibrations, previously disturbed soils, or other factors and may require protection for workers such as temporary slopes, shoring, or a shielding protective system. The excavations should be observed by a qualified, competent person (as defined in the current OSHA regulations) looking for signs of potential cave-ins on a daily basis before start of work, as needed throughout the work shifts, and after every rainstorm or other hazard-increasing occurrence. Surcharge loads (i.e., spoil piles, earthmoving equipment, trucks, etc,) should not be allowed within a horizontal distance measured from the top of the excavation slope equivalent to 1.5 times the vertical depth of the excavation. Excavations should be initially observed by the project Geotechnical /Geologic Consultant and/or his representative to verify the recommendations presented or to make additional recommendations tomaintain stability and safety. Moisture variations, differences in the cohesive or cementation characteristics, or changes in the coarseness of the deposits may require slope flattening or, conversely, permit steepening upon review and appropriate testing by the project Geotechnical / Geologic Consultant and/or his representative. The excavations should be observed by a qualified, competent person (as defined in the current OSHA regulations) looking for signs of potential problems on a daily basis before start of work, as needed throughout the work shifts, and after every rainstorm or other hazard- increasing occurrence. Deep utility trenches may experience caving which will require special considerations to stabilize the walls and expedite trenching operations. Surface drainage should be controlled along the top of the construction slopes to preclude erosion of the slope face. If excavations are to be left open for HILLTOP GEOTECHNICAL, INC. ~ STATE OF CALIFORNIA ~ DEPARTMENT OF INDUSTRIAL RELATIONS ~ APPRENTICESHIP PROGRAM ~ FOR PUBLIC WORKS CONSTRUCTION D D i 1 1 EXCERPTS FROM THE CALIFORNIA LABOR CODE RELATING TO APPRENTICES ON PUBLIC WORKS Chapter 1 of Division 2 APPRENTICES ON PUBLIC WORKS 1773.3. An awazding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall. within ^ five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regarding all such awards applicable to the joint apprenticeship committee making the request. Within five days of a finding of any discrepancy regarding the ratio of apprentices to journeymen, pursuant to the certificated fixed number ^ of apprentices to journeymen, the awarding agency shall notify the Division of Apprenticeship Standards. 1776. (a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declazation that it is made under penalty of perjury, stating both of the following: (1j The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (dj A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor- management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be mazked or obliterated only to prevent disclosure of an individual's name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fee and costs incurred in maintaining the action. An action under this subdivision may not be based on the employer's misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter. (f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section, (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. (i) The director shall adopt rules consistent with the California Public C1 Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7, Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8 (commencing with Section 1798), Part 4, Division 3, Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j) This section shall remain in effect only until January 1, 2003, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2003, deletes or extends that date. 1776. (a) Each contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, and straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) Each contractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or ' any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's social security number. (f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (aj, including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10-day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. These stipulations shall fix the responsibility for compliance with this section on the prime contractor. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7, Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8 (commencing with Section 1798), Part 4, Division 3, Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. (j) This section shall become operative January 1, 2003. 1777.5. (a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered. (c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are pazties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either (1) the apprenticeship standards and apprentice agreements under which he or she is training or (2) the rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any apprenticeable craft or trade, the contractor shall employ apprentices in at least the ratio set forth in this section and may apply to any apprenticeship program in 2 ~J the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standazds shall not be required to submit any additional application in order to include additional public works contracts under that program. "Apprenticeable craft or trade," as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision (o). (e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed. A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract. The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. (i) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. ' (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be nb higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards, but, except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work. (h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the number of hours computed as above before the end of the contract or, in the case of a subcontractor, before the end of the subcontract. However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each five journeymen in a craft or trade classification. (i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1-to-5 ratio required by subdivision (g). (j) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1-to-5 hourly ratio, as set forth in this section for that craft or trade. (k) An apprenticeship program has the discretion to grant to a pazticipating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1-to-5 ratio set forth in this section when it finds that any one of the following conditions is met: (1) Unemployment for the previous three-month period in the area exceeds an average of IS percent. (2) The number of apprentices in training in the area exceeds a ratio of 1 to 5. (3) There is a showing that the apprenticeable craft or trade is replacing at least one-thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4) Assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman. (1) When an exemption is granted pursuant to subdivision (k) to an organization that represents contractors in a specific trade from the 1-to-5 ratio on a local or statewide basis, the member contractors will not be required to submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards. (m) (1) A contractor to whom a contract is awazded, who, in performing any of the work under the contract, employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticeship training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract. 3 1 (2) At the conclusion of each fiscal year, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by making grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows: (A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shalt be made. (B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were 1 made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program. (C} All training contributions not distributed under subparagraphs (A) and (B) shall be used to defray the future expenses of administering this subdivision, (3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Fund, which fund is hereby created in the State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the division in administering this subdivision. (n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor. (o) This section does not apply to contracts of genera] contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars ($30,000). (p) A11 decisions of an apprenticeship program under this section are subject to Section 3081. 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works, on the ground of the race, religious creed, color, national origin, ancestry, sex, or age, except as provided in Section 3077, of such employee. 1777.7. (a) (lj A contractor or subcontractor that is determined by the Chief of the Division of Apprenticeship Standards to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding one hundred dollazs ($100) for each full calendar day of noncompliance. The amount of this penalty may be reduced by the Chief if the amount of the penalty would be disproportionate to the severity of the violation. A contractor or I subcontractor that knowingly commits a second or subsequent violation of Section 1777.5 within athree-year period, where the noncompliance results in apprenticeship training not being provided as required by this chapter, shall forfeit as a civil penalty the sum of not more than three hundred dollars ($300) for each full calendar day of noncompliance. Notwithstanding Section 1727, upon receipt of a determination that a civil penalty has been imposed by the Chief, the awarding body shall withhold the amount of the civil penalty from contract progress payments then due or to become ' due. (2) In lieu of the penalty provided for in this subdivision, the Chief may, for afirst-time violation and with the concurrence of an apprenticeship program described in subdivision (d), order the contractor or subcontractor to provide apprentice employment equivalent to the work hours that would have been provided for apprentices during the period of noncompliance. (b) In the event a contractor or subcontractor is determined by the Chief to have knowingly committed a serious violation of any provision of Section 1777.5, the Chief may also deny to the contractor or subcontractor, and to its responsible officers, the right to bid on or be awarded or perform work as a subcontractor on any public works contract for a period of up to one year for the first violation and for a period of up to three years for a second or subsequent violation. Each period of debarment shall run from the date the determination of noncompliance by the Chief becomes a final order of the Administrator of Apprenticeship. (c) (1) An affected contractor, subcontractor, or responsible officer may obtain a review of the determination of the Chief imposing the debarment or civil penalty by transmitting a written request to the office of the Administrator within 30 days after service of the determination of debarment or civil penalty. A copy of this report shall also be served on the Chief. If the Administrator does not receive a timely request for review of the determination of debarment or civil penalty made by the Chief, the order shall become the final order of the Administrator. (2) Within 20 days of the timely receipt of a request for review, the Chief shall provide the contractor, subcontractor, or responsible officer the opportunity to review any evidence the Chief may offer at the hearing. The Chief shall also promptly disclose any nonprivileged documents obtained after the 20-day time limit at a time set forth for exchange of evidence by the Administrator. (3) Within 90 days of the timely receipt of a request for review, a hearing shall be commenced before the Administrator or an impartial hearing officer designated by the Administrator and possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The affected contractor, subcontractor, or responsible officer shall have the burden of providing evidence of compliance with Section 1777.5. (4) Within 45 days of the conclusion of the hearing, the Administrator shall issue a written decision affirming, modifying, or dismissing the determination of debarment or civil penalty. The decision shall contain a statement of the factual and legal basis for the decision and an order. This decision shall be served on all parties and the awarding body pursuant to Section 1013 of the Code of Civil Procedure by first-class mail at the last known address of the party that the party has filed with the Administrator. Within 15 days of issuance of the decision, the Administrator may reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. (5) An affected contractor, subcontractor, or responsible officer who has timely requested review and obtained a decision under paragraph (4) may obtain review of the decision of the Administrator by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of the final decision. If no timely petition for a writ of mandate is filed, the decision shall become the final order of the 4 1 i Administrator. The decision of the Administrator shall be affirmed unless the petitioner shows that the Administrator abused his or her discretion. If the petitioner claims that the findings are not supported by the evidence, abuse of discretion is established if the court determines that the findings are not supported by substantial evidence in light of the entire record. (6) The Chief may certify a copy of the final order of the Administrator and file it with the clerk of the superior court in any county in which the affected contractor or subcontractor has property or has or had a place of business. The clerk, immediately upon the filing, shalt enter judgment for the state against the person assessed in the amount shown on the certified order. A judgment entered pursuant to this section shall bear the same rate of interest and shall have the same effect as other judgments and be given the same preference allowed by the law on other judgments rendered for claims for taxes. The clerk shall not charge for the service performed by him or her pursuant to this section. An awarding body that has withheld funds in response to a determination by the Chief imposing a penalty under this section shall, upon receipt of a certified copy of a final order of the Administrator, promptly transmit the withheld funds, up to the amount of the certified order, to the Administrator. (d) If a subcontractor is found to have violated Section 1777.5, the prime contractor of the project is not liable for any penalties under subdivision (a), unless the prime contractor had knowledge of the subcontractor's failure to comply with the provisions of Section 1777.5 or unless the prime contractor fails to comply with any of the following requirements: (1) The contract executed between the contractor and the subcontractor or the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815. (2) The contractor shall continually monitor a subcontractor's use of apprentices required to be employed on the public works project pursuant to subdivision (d) of Section 1777.5, including, but not limited to, periodic review of the certified payroll of the subcontractor. (3) Upon becoming aware of a failure of the subcontractor to employ the required number of apprentices, the contractor shall take corrective action, including, but not limited to, retaining funds due the subcontractor for work performed on the public works project until the failure is corrected. (4) Prior to making the final payment to the subcontractor for work performed on the public works project, the contractor shall obtain a declaration signed under penalty of perjury from the subcontractor that the subcontractor has employed the required number of apprentices on the public works project. (e) Any funds withheld by the awarding body pursuant to this section shall be deposited in the General Fltnd if the awarding body is a state entity, or in the equivalent fund of an awarding body if the awarding body is an entity other than the state. (f) The Chief shall consider, in setting the amount of a monetary penalty, in determining whether a violation is I serious, and in determining whether and for how long a party should be debarred for violating this section, all of the following circumstances: (1) Whether the violation was intentional. (2) Whether the party has committed other violations of Section 1777.5. (3) Whether, upon notice of the violation, the party took steps to voluntarily remedy the violation. (4) Whether, and to what extent, the violation resulted in lost training opportunities for apprentices. (5) Whether, and to what extent, the violation otherwise harmed apprentices or apprenticeship programs. If a party seeks review of a decision by the Chief to impose a monetary penalty or period of debarment, the Administrator shall decide de novo the appropriate penalty, by considering the same factors set forth above. (g) The interpretation of Section 1777.5 and this section shall be in accordance with the regulations of the California Apprenticeship Council. The Administrator may adopt regulations to establish guidelines for the imposition of monetary penalties and periods of debazment and may designate precedential decisions under Section 11425.60 of the Government Code. NOTE: THE ABOVE CALIFORNIA LABOR CODE SECTIONS ARE AVAILABLE FROM THE INTERNET nn, www.dir.ca.gov/. j DAS 10 (Rev. 04-02) 5 r Division of Apprenticeship Standards -Important notice -Change to Code of Regulations Setion 230.1 Notification of Change in Regulation 230.1 Regarding Employment of Apprentices on Public Works. ' •» Regulation 230.1 has been amended. The change will affect projects bid after June 30, 2009. Projects bid on or before June 30, 2009 will still be controlled by the prior version of 230.1. ~~%> The change requires all contractors (who are not already employing sufficient apprentices) to request dispatch (either consecutively or simultaneously) from all approved apprenticeship programs in the geographical area of the project. ~~» The change also requires that contractors who employ apprentices but are not meeting the required ratio for their craft must request dispatch from any other programs in their craft that exist in the geographical area of the project ~» The change also requires contractors to give the approved apprenticeship programs written notice of the request for dispatch at least 72 hours in advance. Previously 48 hours advance notice was required. Effective on projects bid Jul~1 2009 Reg. 230.1. Employment of Apprentices on Public Works. (a) Contractors, as defined in Section 228 to include general, prime, specialty or subcontractor, shall employ registered apprentice(s), as defined by Labor Code Section 3077, during the performance of a public work project in accordance with the required one hour of work performed by an apprentice for every five hours of labor performed by a journeyman, unless covered by one of the exemptions enumerated in Labor Code Section 1777.5 or this subchapter. Unless an exemption has been granted, the contractor shall employ apprentices for the number of hours computed above before the end of the contract. Contractors who are not already employing sufficient registered apprentices (as defined by Labor Code Section 3077) to comply with the one-to-five ratio must request the dispatch of required apprentices from the apprenticeship committees providing training in the applicable craft or trade and whose geographic area of operation includes the site of the public work by giving the committee written notice of at least 72 hours (excluding Saturdays, Sundays and holidays) before the date on which one or more apprentices are required. If the apprenticeship committee from which apprentice dispatch(es) ^ are requested does not dispatch apprentices as requested, the contractor must request apprentice dispatch(es) ^ from another committee providing training in the applicable craft or trade in the geographic area of the site of the public work, and must request apprentice dispatch(es) from each such committee, either consecutively or simultaneously, until the contractor has requested apprentice dispatches from each such committee in the geographic area. All requests for dispatch of apprentices shall be in writing, sent by first class mail, facsimile or email. !f anon-signatory contractor declines to abide by and comply with the terms of a local committee's standards, the apprenticeship committee shall not be required to dispatch apprentices to such contractor. Conversely, if in response to a written request no apprenticeship committee dispatches, or agrees to dispatch during the period of the public works project any apprentice to a contractor who has agreed to employ and train apprentices in accordance with either the apprenticeship committee's standards or these regulations within 72 hours of such request (excluding Saturdays, Sundays and holidays) the contractor shall not be considered in violation of this section as a result of failure to employ apprentices for the remainder of the project, provided that the contractor made the request in enough time to meet the above-stated ratio. If an apprenticeship committee dispatches fewer apprentices than the contractor requested, the contractor shall be considered in compliance if the contractor employs those apprentices who are dispatched, provided that, where there is more than one apprenticeship committee able and willing to unconditionally dispatch apprentices, the contractor has requested dispatch from all committees providing training in the applicable craft or trade whose geographic area of operation include the site of the public work. Nothing in this section shall affect the right of a contractor who participates in and employs registered apprentices from programs approved under Labor Code Section 3075 outside the geographic area of the public work from employing said apprentice(s) on the site of the public work in order to http://www.dir.ca.gov/DAS/PublicWorksImpNot230-l.htm 07/13/2010 meet the ratio requirement of Labor Code Section 1777.5. (b) Apprentices employed on public works shall be paid the applicable apprentice prevailing per diem wage rate, available from DAS, and derived from the Director's survey of wages paid on public works in the geographic area of the craft or trade. DAS shall refer complaints alleging any contractor's failure to pay the proper apprentice ^ prevailing wage rate on a public works project to the Division of Labor Standards Enforcement for investigation ^ and appropriate action. (c) Apprentices employed on public works can only be assigned to perform work of the craft or trade to which the apprentice is registered. Work of the craft or trade consists of job duties normally assigned to journeymen in the apprenticeable occupation. Where an employer employs apprentices under the rules and regulations of the California Apprenticeship Council, as set forth in Labor Code Section 1777.5(c) (2), apprentices employed on public works must at all times work with or under the direct supervision of journeyman/men. The on-the job training shall be in accordance with the apprenticeship standards and apprenticeship agreement under which the apprentice is training, provided that a contractor shall not be subject to any financial or administrative obligations to a trust fund or employee benefit plan unless the contractor has so agreed. (d) The provisions of this regulation shall not apply to contractors on public works projects that were bid prior to July 1, 2009. Such contractors shall comply with the version of this regulation that was in effect prior to July 1, 2009. Note: Authority cited: Section 1777.7, Labor Code. Reference: Section 1777.5, Labor Code. June 2009 I Conditions of Use ~ Privacy Policy Copyright ©2010 State of California httn://vwvw.dir.ca.~ov/DAS/PublicVVorksImpNot230-l.htm 07/13/2010 LJ ~. . W s' €~ S° .. _. , Division of Apprenticeship Standards -Public works information In general, public works refers to construction projects that are paid for in whole or in part out of public funds, or if private funds are used, more than 50 percent of the square footage is leased to a public entity. Because of this, there are laws regarding many aspects of the construction projects to protect the public's interest. One of the legal requirements for working on a public works project is the employment of apprentices. The Division of Apprenticeship Standards provides assistance to contractors in employing apprentices on public works sites. Important Notices Changes to Code of Regulations Section 230.1 Regarding the employment of apprentices on Public Works. Effective for~roj_ects bid on or after 7/1/2009. Exemption Request for Operating Engineers & Laborers Basics Are you interested in bidding on a public works project and not sure where to start when it comes to complying with the law and hiring apprentices? Have you been awarded a public works contract? Click here to see a listing of contractors and individuals who have been debarred Frequentl~Asked Questions Interactive databases 1. If you are looking to check the apprenticeship status of an individual this database can give you the information you need. 2. If you are looking to find apprenticeable crafts and the contact information for those apprenticeship programs in your area this database sorts by county and craft and gives you contact information. 3. If you are looking to find out if training funds have been paid by a contractor working on a public works project this database can provide you information. 4. If you are looking for the additional apprenticeship_wag_e information as noted in the general prevailing wage apprenticeship schedules, published by the Division of Labor Statistics and Research . Forms 1. Public Works Contract Award Information -DAS Form 140 ~ version i~ version 2. fly Request for Dispatch of an Apprentice -DAS Form 142 ~ version l~ version 3. Training Fund Contributions -California Apprenticeship Council -CAC Form 2 (Rev 6103) ~ (.pdf format, 181 kb) 4. Directions to complete CAC form 2 (UPDATED 6/10) 5. If you are an awarding body, this is the form you need: To contract to perform public works under Labor Code section 1777.5 -DAS Form 13 - (Rev 5/01) (.pdf format, 16kb) For more information on public works: Excerpts from the California Labor Code Relating to Apprentices on Public Works - DAS10 (Rev 4/02) ~ (.pdf format 55kb) Laws and Regulations http://www.dir.ca.gov/DAS/PublicWorksForms.htm 07/13/2010 The Division of Labor Standards Enforcement enforces labor law related to the payment of prevailing wage and working conditions. The Division of Labor Statistics and Research conducts labor research and provides statistics for public works projects. Files in Adobe Acrobat PDF ~ format are viewed with Abobe Acrobat Reader. If you do not already have Adobe Acrobat installed on your computer, you should download the free Acrobat Reader from Adobe's web site at www.adobe.com, download instructions are available on the Adobe web site. Once you have downloaded the Acrobat Reader you can view PDF documents in your web browser if it supports plug-ins or, if it does not support plug-ins, you can save the file(s) to your hard drive and view them by opening them in Acrobat Reader. Known Printing Problems. June 2010 Conditions of Use ~ Privacy Policy Copyright ©2010 State of California ~_J ~'~ http://www.dir.ca.gov/DAS/PublicWorksForms.htm 07/13/2010 ^ t 1 t ~~ ~~~ ~,T A p~wIr1GS CITY CP 3A N BE¢NA¢D11vO ST.e-NDAfZ.D ,~ E?L 1 3T I NQ 1'OPOQ-~~d-f~HY SYMBOLS . -~--- . -E~-- - - --^ s3 s ~'c~-w IS"CONS D 2"µ a T - t2"l.D.CON~rIRtL. ?v e - s.t_. - Stc;. -- F. - IS" ID PCC- - -x x x-x- ~~ ott ~t~ mr - ~mr - mr -- '~'~' ~- ~tm' ~s~ C,tti~l'it<Q LI NL ctTV uMtTs atC11MT OF WAY LINE exttTtNg seweta EXI~TtNCi W/-TttZ LINE EXtSTt*it3 3TOfZM DmstN txtt;Tlh14 CaAr3 L.-nIE 1lND'GD. Tt,'tL . C:01~DLJ LT tx~3T lQILtGATtou L-NG VND•CaD. [Ll~cTRfC COND• 57tzSET LIC~H71N ti TRARt=1C St~NA ~• Ft¢E /-LA¢M •• CuL,vERT OOARD FE-JC[. CNAtN LIN{S Pet.ICE wovt=N wr¢C ~tiNCE pC,C DLOCIS WALL ¢AILPAAD TRAC155 NEOCnQ OtE6CT10N FLOW Dlt=1' bIQG.CTtOht Pt.OW r'AV. TOP Ot= SLOPe TOt: OP gLOPE GuAtZ~ tL4tl.tN~3 t'C.C StDEW,-LK ~DASHED~ r C.G . OQI VI: WAY PCC (au ~MQU~ IZ'. ~~u PAt.M ` / I ~~/1 PCC gLA4 ~ J uNCOYSReO - . CUltb ~. TTI:Q. TREE ~DI<CIDUC~, LVLQ~Ci¢Et?N CPINit ~t:TC~ Sutt.alwc~ O SlWlfL MAMHOLB o~-A• SQWLR CLtA110UT QD SToesM f7ttU-tN t-+U-NNOLE Opl~ 1 ~ TELlP410Nti tJANNOLe DQ VAULT © ~6 J 4AS MAWNOL~ OR VAULT WO ~W ~ yvATF¢ MIWMOLE OQ YAULT t!Q ~E ~ BLLCTaIC MA11taOL[ OQ VAULT I~ t'P~ ELlCTtziC Olt Tt:LePHOwt Pa-E ® ttLecTafC TowaQ; E---- DOWN GUY ~ Plt>LL NYatsAluT C7WM WATLfL MtTEfL IwC WATf:Q. VA~V[ rah ~ vALVtfi et.scjtLOLt1:tL (uPQtciHTJ ~-~C - U L [Lt;CTfLOLttIZ ~ON ht/KT APyt~ 7tt;I-t+R1C SIGiNAL ~ON M/4!T M[M~ • a Pfi s,~ m-~ 7JC a 00 8~d $ ~9 CITY OF SAN BERNARDIIJO -PUt3lIC W~¢jSS DEPT. ~-p T¢.~Frlc stc3~lAL ~uf.c, sox T~PIG sftiN1AL CONTit;OLLgR TIiAPFIG StC3NAL Dt;TCCTOQ ~ WALfs • WAIT $IG-N/-L w PAti'If 1WC~j METi:ft. TQAFFtG ci~N STRtt;Ti.j NAMb $f4N • STOr~ SfCi+fi 0 ? [.¢.. cttoystwG gtGtt ~ a.a. ct1:aSSIA1Gt St~N~L SPaI-+KLEtL He,an ~ DELTA ANGLE P~OttrT c 1 • POINT OH TA-.tGeNT h .~ U• S• MAIL, gOX ~ j SEGTtOt~t COQNE¢, ~; t!4 COQAI£fL ,nPPtLovCD /1/e ~t, .i .L ~ 19 C~ a ~~ CITY ENCI?Jlrl/S~. sraNVa PIaN ~0 ;~ i f TYPE "A" MANHOLE TYPE "C" MANHOLE YPE "D" MANHOLE TYPE "E" MANHOLE CITY OF SAN BERNARDINO PUBLIC WORKS DEPI4RTMENT APPROVED DWG. N0. STANDARD MANHOLE ~-~6 X1983 FLOW CHANNELS ~ ~... _ 300 TYPE "B" MANHOLE 0 S ~ ~ D LJ r .gECT/GW .4 A rB ~° '• . i ~ , •ZljS•~ .;.zs /.~ N OF MANHOLE :~ A '"TN/C,~NES.S CEMG51/T MOTA~P ./000T'NEAT<y ST,pUc'~C ~'fU/rVTEO; D,~ PA°~'FO~PMED L'DL~ - APPl1ED ~PE,4~Y T13 Use' P~,49Tic /o/NT ,4~-AL/Nl Q7MPllUit/D ~ ~/iy~~e /D/NT DET~1/L NIDTES = /.)fltCfsst rei~oi'eed [tx,~c+ref~ rnanho/e,5 she// Gl~Fpi», to the o/o~o/ieable r~9u~~emersfs o~'A.B.T.M. enlo/: A) eha// b~ des~~ed ~»r A.A. 3.N.O. N-ZO B~MnC~1e she// be mmpe~et/y r~bneteo; . . eentriFu~ya//y s~Arin o/' iAaCheniCe//y tamped. Cone p/eee none-end-shaft w://~ be eared. ,~) Fair sulx/ivisron work, mantic/cs +Frevnes ~" as vets ~ be cq~ - e'trriet~d (o "" ba/ow vFfca/ dtredt ~yr~/es by sCwar cbnrr~ctor: Pariny [bntr-ac72~r- ~c ~usr Fi-aves f'ct~vei-s ~ oFFicie/ grade eF~r p~vin~y. 'J) Mdnho/es slaa// be anated insipfC(,nC/gdin9 manho% ~hw o/lanne/s ~ynsdc rin~s~ w/th Hunts Process B/o-~.E /UC. lZO~v~vor- t'o iilata//at~,on. ~.~ M~nie% ivalZvr ,9ybP.r a!~// be ~r~sta//ao/ /v: f7~i P. Y.C.,A.B,.9, or A.C. P. Pipes. )'S~l~/~er, a mawba/e ~s ~odi~ed 8 y "Ce~+sm~t wvotai- fTOw/cd Sirroo~`ti ~.sich /s fe be ~c/aced trt .nei,r elanne/ ~/ addrJ nvtC "r5 ~conc~~ Rain,ga Holt feM~xcw CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. PRECAST REINFORCED CONC, STD. 48" I.D. MANHOLE 0 - p~ ~~~ ~h ~~~ M A t ~~ 00 ~~ ~~~ CONC.P6TE .fS~l.A[L sel~c~ss sdo-~-azs UiPBED NAT/VE ,e CLASS ?IA•B. N~ F sTEf~ ~u ~/~,BE.e L5t4.~ET M.4NHOL E !~/ATE~2 STOP TOP !~/ATE~2 STOP PLACEMENT APPROVED STANDARD '~` , 1983 N0. 301 DIR. OF PUBLIC WORKS/CITY ENGINEER M.4.t/.4~OL.6 ~C/Ncrss t 4" ~B BASE P.l~4N .i i PRY --~ HOLE BLIND PICK HOLE ii T~""6''~ ~-GRADE UNPAVED STREET RINGS • wv~s i~ ~ 1'~ - d ~ N i ', ~• ~ . • :_J~ PAVED STREET OR EASEMENT ~ SECTION THRU FRAME SHOWING TYPICAL INSTALLATION z wanhn, « ~ow-w+ sm eP~ s/rtnoo~ CITY OF SAN BERNARDINO APPROVED • y -D STANDARD lll: wELOPMENT SERVICES-PUBLIC WORKSIENGINEL;RING NO. STANDARD DRAWING 3014 MANHOILE COVER AND FRAME aTr ~ ,~, TOP VIEW SECTION A - A MANHOLES SHALL BE CONSTRUCTED 6• BELOW FINISHED GRADE 1A~ WREN STREET IS UNPAVED. .~ N ~- .. I PCC ~' • ~ . I • '., -- "SEWER" OR 'STORM DRAIN" REQUIRED DIMENSIONS CLEAR OVERALL HEIGHT APPROXIMATE OPENING BASE WEIGHT • 24• 32" 4' 315 L8S ' OTHER SIZES SHALL BE APPROVED OR REQUIRED 8Y THE CITY ENGINEER BEFORE INSTALLATION. (~QTE$: 1. MANHOLE COVER SHALL BE DESIGNED FOR A.A.S.H.O. H-20. 2. CAST IRON SHALL HAVE MIN TENSILE STRENGTH OF 30,000 l8S PER SQUARE INCH. 3. USE SOUTH BAY FOUNDRY MANHOLE FRAME do COVER SBF 1254 OR EQUAL. -MANHOLES SHALL BE CONSTRUCTED TO CRADE WHEN IN PAVED 5TREET OR UNSURfACED EASEMENT. STREET OR EASEMENT SURFACE 1, ;~ 1~ ,~„ le vsriablQ S-ope up at 2•/. ~ to clear rnaln M>t><. 4~j'~Pc~eRerr~ .30°, t5'M+n. E~EV,a,-r~c~N Vsrisble Propertt.~ tl~e 2 plug Plsce Z".+ 4r (M+n~ Marker at and of e-ch lateral i ~+ '~ Y v o.~ '~ a Y M~n• Slope up = Z% (5¢a, Note ' 1) c f. v r- .~ f v m ~ NOTES 5~....~r laterals Shall havn a minimum slolx o~ 2'~ except as o+tinrwis~e. sp~ctFtcally noted on the pla»s. 2 Pluc}s shell ba o~mmnl-cd in with cemenh mortar, or shall be. rt~.e~r~n~ Stopper or apr~revnd dual. 3 In no case 6ha11 a le}erol connect +o the seyrer main directly on top of ft+e pipe 4, Where a standard "cut in Wye"or Ten iS used , it shall be burrounded with 6" of foortland Cemen} Cer,cr~exf~. Laterals sF,all end at the property line unless otherwise noted or, the plans. Where elearar.ae is less than 1'• O" Standard Concrete En~sement shall b~ installed for a distance o~ 5~-O"on s~ffier Side off' the water mein . RE1/.~2 /QeVisl~ J'to.~do~ it/o. •~ r BR/ 7 ia~ded NoFe 6 AP 1Z'`'~ CITY OF SAN ~Efi{NAfLD1Al0 •PUt3t_IC wotz~ ~ET~'r. AFPIZOVED STANDARD ~C'QlVI.~-L•.CUT ~~~~ 3os GiTY GNGIA-CEQ EXiSt+nc~ or proposed X45' water main 1~8 Bend' i , ~- Std.lNye or Te+e, o. Cut in connection ss approved SurFace o~ Streelt viable Curb Line n L ,d. t` ~1/Z" Ls~~sr ..5.. ~n~rlSsd in f J-ee ~ l £xls}+n9 or proposed wafer nta+n i 1=C 1 1 1 S AQ T Tor 1-loT~ ~ 1 W = S" M.>-J~~i~-+u~+~ G" MlniiMliliA COQ. r~i~E aia.f.A~cTC¢S ~' ,~nra v Nr~eR. l1,tOT ~ ~ 2 WN6Q.C T¢SNCN wi~'/'N~j ^~E c~¢~[AYC'e Tw/W SHOWN, '~'wQ c~T1r tNJ~iNeEft. ~Y ILLQ1,1i¢~ iwfT~-u..~Rioa o1r eeNCa¢TC ~.+~.~.~, ~.cv~~a- . CITY Of SAN ~Et~RDINO ' Pue~.IC woRSSS DePr~ APPROVED St~ND~RD -rr~~~tc N wi oTN ~~ ~ 3~6 S a ~ ~ T,a ¢Y SEwE~S ~ STOQM DQA~ u5 ~ . CITY ~NG~NER'Q HAA1L~ SHAt~EZ'~ FQo~t C-~ ~Aru•ru L..ATZ 13~L7't~~~vC-r MA`r~QIA-L. 1 Reviled J~+a~da.d No. .1." or G'' Soddle: CtaGS 6 P.cc~1:2~/L~3'/zrr;~x~ . ~ ~ _ '~ -'~ ~'1 \~- ----- - -- ~- - Y - --- ~--- - - -- --- - _-- - --- - - ---,j - `, • ~ I .DIRECTION OF FLOW ~ ~ ~ , b ~ ~ I --- ~ 8~ Pt_,~.IV vt EW SE.CTtON "or 6" saddle S3 , 8 Co ncro ~ I ='/2 3~/2 M i X~ 1 It15(~BCt'iort must- be ola{`oined for Scaddle prior ~o ple~oie~e) C?C.C. c~e~ei GGJgin be~orC bao1S ~i - I ~n9 over Lcii•era 1 . 2 ' Where 1-+ouSC Ititerelg orc f-o be; ~vir,ecl h~ ~~cis}i~9 S~w~t'6 i~4~c c~r+•-+mi-ion X4+01 l be mcadc by cvttir,y into ~+@ pipes This saddle. tp be, mode ~or }I-,~ par}iculor si3e of Pike on whicti i~ i5 placed. The snclc~le mu5} be ~'i they snugly ngc-insi- 1+,e ~x}crior wall ot; the pipe on which ii' iS Plnced , bound In PIocG with No.12 (B.W.C~ ~jalvQr~i3ed iron wires , C IT1~ OR SAN 4rRNARDINO • PUbt,i c titroRly~ DEP?. AoPROVS~ StaNDaRD SC1N~Q- Si~~D~.E "~~ 19 ~ PI.14N 3or ~IT1/ NG~IN4e~ Cud anJ Reeenn~ak -Abandon Hnuae Ctswnsatlon-- -.~ ~-.Abandon ~eaysia I _ _ _ _ _ Connection gctr.:{ert~ ~ ~ ~~ _ _ SewO' - ' I ~i~~ j 45° Max \ .. ' ~ Snni}ary Cut and Reeonn~• •~ ` Bawler ~- - ~ .' - 45' Mmc. ` ~ ' t ~r Pre{ ec{ per ar*1 i-eelsle. rrol~fs ~n.l C/~7E No. 5 ~~~ C~~G ~O, ~ del•af is par Std. tirwej, Hto 2YrJ -Y . ~/ }oppir Gencr fate ~~ _ _ _ 7Jl~ai 1 ~ ~~ tvrport waft _ _ / ~t . •-. •- ~. $oau}vn} ~ '~ 1~ Cu1r and Rtconnrrct --'-I'- Sswar e~ .~ ~ ~.bc~+don tlouse~ ~ RsaenneeF _I,~ "' Abandon +iouse t.en+lad~on Connection ~ .li ~ ~Sani••ary Sewer ~ T t>rlctx r Concro+a supror} I ,~ ILL-TI- C wstl . - - ~ iii----~~~--- ~ ~ ~ Cuk and ReROnhic} ~SE IVOi G ': ~/ Abandon #fousC ~ y ~ Gonneel•ien f6`~ Min. C ' ~ ' ~ `~ n i i' ~to ~atii}qrt~ / Sew:r - 4~ ~~ ~ ~ t1 ., ~~ ' • CASE Ab. -i . Cud and f Atssnd~ , `~ % ~ ~II Hesse Cofraection %~ ~ .~. ~ I ,~ i Y Sane}wa) ~ tG AArn. Under.{urbed Sewer I ~,~ Earth 1 ', SbPptr f , L_ _ 6 Concre}e Sumer} 1Nall 1~ %~ CASE ~• ~ a -I `!r Proitetf per aprl~cQkale 3 netns qnd delei 16 par SECT 10 N C • C Std 'flrwy. No, ~szt -v 1~OT ~~ 1. Att house connectrons st/o1t b~ vim Fled cloy pipe ~ 4 inthf,g to diameter ~~ excop} 4s ot~rcrwise requirtd_ 2. The Kttinimunl s1opGFpr4 inch house connections t:Msgt1 (~ r/4-~nCh ptr f'ee}. ~. q,4lnch aaddla 5lralt bs,used wF.ere hleessnry and Shgll }>e conr+ect:a~cl fo}t+! pipe cons~ttutinqq {f'+e oxfsttin9 Y,orTFpr{otl,e t+Qxt tower prpe length. 4. Y's may b laid °Fla}"upon a proval o th¢ En9ine0r, g, concre}o ~or cl+irr+neyg shell( be 1 :9: S -,nix Concrts4s orbs{{ar , 6. when Snr-itory sewer t>out3e coc-hecZlanS qre supported on cohcretQ supports ~ khan such House connect:on3si,a11 b~enea3ad per detail E'orCOhea-m}p_ el+egseMOn~ shown oh Standard ~rawrncc33 I~lo. 232 ! -Y and the t:oncreta .avppor}s For {tie 4,ou5e connec}iorla ahat- be 1 e-+gtF,ehed and widened to fully suppori such er+ccLSennen} . T. Cf~lrr-nay$ s}lown are plefarial only nand tLle as{ual C.4-irrlney cont.}r~uctad at any speoiFic loea}ioh shalt rt~eef ~h¢ apprvvc~l of the jUri~d~c~ioral ~+gertcy ;tivslved. Rev l ,P~~:,~a/ .Sfb..a _,~ ,v -,lam . r_ _, CITY Of 'iA1~1 `ERNd-R'DINn ~ puBt_tc vwv+~ys DEpT• ~~~~ ~ L ~ ~G Q `' ~Rj y ~ ~- -9 Z St PI~NKD 5>d1 I T~D- S W~ Q -~ 308 ~~ ~ ~ C ~ ~T f ~ ~ GfT'Y ENGIfUEeQ -_. , - .'a t 1. rc1~EN T ~t:~Nt;H ARE. /,~~~ --~,~,~J `. B , , ~ _ _ ,~ _ j L; i TRENCH EDGES -4--- - , . t ... __._ ~ ..~ . / - ~ - ~ -- ~ i-~'----'!F ~' OR LE~aS -----~ - ~ -" t _._.._. 95q ; TIi1_N COi_D MILL Ci? i~IN1? ' ~ " -~ EXlSTiNG AC STRUCTURE I ~ s • , ~ i.0~ MI''a ~ ! r~SEGTION PER NOTES: .s I i .1 iti •~ ~ ~ Z _~ _ ~ W f .` ~ " ~ ~ ~ ~ MAx TRENCH SMDTI-I- r ,. . .. ;. .~ .. .. .:,. ~ ,,._... _ --- ~~ ~ u7vr ' ~' :, TRENCH Fl~CaE i I ~ ,, 490 ~1-° i U~ F.~itJ ~~~ c` _ •~ 111 :.. _._ ~Y~'EC~I_ SEC7[Oi`a ~1 c 12 y*-ff ;' OR LESS-•- TNEN REMOVE j'REPLAC EXISTING AC STRUCTURE SECTTON pER NCTES: ~~ 10 1E cuR~ AND ctaTTE;? -' OR EOGI= OF PAVEMENT I~'AVEM~N' (~E~Lt;GLMENT LIMITS 'ui_'`l~,`.,CAL ~ilfiNT-{.)~-WAY TR~~1CH ~~T, t5: (~2 AS DIRECTL•D (3Y THE ENGINEER ('.) ~>.Sr""HALT FATCFI THICKNESS SriAll BE 3 INCHES MINIMUM OR 1' GREATER THAN EXISTING AC. WHICH'tVER IS GREATER. TRENCH WIDTTa SHALL 6E HY SAW CUT ONLY. ASPHALT PATCH MAY BE ELIMINATED OUT51Df THE ROADWAY PRISM. COLD MILL OR GRIND xISTiNG hSPHAL ~ CONCRETE FAV'EMENT TO A DEPTH OF 0.15' WITHIN THE TRENCH AREA AND TO AT LEAST 1.0' BEYOND THE 1 te:*(:S OT THE TrZENCH, `JR REMOVE FUU.. DEPTH OF ASPHALT CONCRETE SECTION WI1}iIN THE SAME LIMITS. MORATORIUM STREETS. w;.c ~ TkENCY'. CUTS HAVE BEEN AUTHORIZED FOR NEW STREETS QR FULL REHABILITATED STREETS WITHIN THE LAST 5 YEARS, GitiNDfNG 5!iALI. BE E~tTPNOED TO THE FULL TRAFFIC LANE, FOR STREETS THAT HAVE BEEN SEAL COATED WITHIN THE LAST 3 YTARS, `IiE iRENC:H AREA SURFACE SHALL BE SEAL COATED WITh SIMILAR MATERIAL TO THE REST OF THE STREET. ANY TRETICH r..+-~T`; Vd+THIt: THE ,.JOIE AREA LESS THAN O33E (t) YEAR OLD ARE CONSIDERED MULTIPLE CUTS. MULTIPLE CUTS iMTHIN 100' OF ~"4:~FI C~TI-tFR MADE BY THE SAME ENTITY SHALL BE REQUIRED TO GRIND AND OVERLAY O.iS' FOR THE FULL LANE WIDTH BETMlEEN t'i{TS ANC} INCiUDING THE CUTS, EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-2500 CONCRETE OF ±-t;JAL THICKNESS COLD JOINT TO COLD J~NT IN ACCORDANCE MATH GREENBOOK SECTION 201-1.12 AND SNSTALI.El7 IN ?~.CGORDAPdCF WiTI? STANDARD PLAN 132-1 OF THE AMERICAN PUBLIC WORKS ASSOGATION STANOARO PLANS FOR PUBLIC WORK5 ':.'~1S1RtkCTit~a. LATEST EDITION ,f~; t~t>A^u BASE. CR.JSHEIi AGGREGATE BASE (GREEN800K 5£CTION 200-2.2} 4 INCHES OR MATCH EXISTING SECTION, WHICHEVER k5 t~t~. ATT'3x, 457 DEN5! tt, PLACED IN MAXIMUM 4 INCH LEFTS. EXlSTlNG CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT (T{:ADWA~` SHr:L.L BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTTON 20G-2.2) TO A `tiiCKNESS EOUA+_ TO THAT OF THE CONCRETE REMOVED. 3 ; !BENCH (3ACKFILL SELECT BACKFILL, 951; DENSITY, PLACED IN B INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY ~'RISht, SELECT BACKFiLL MAY BE PLACED TO FlN[SH GRADE AT 90X DENSITY. ti=',.. ;-iaE iO:Jf_: SAND ESE 30~ t?F? GP.EATER, .IETTED, PER SECTTON 306-1.3 (GREENBOOK}. OR PLACED MECHANICALI' TG 90'x ~'ik a.lT'Y. i_OCAT101~15 SHALL BE CLEARLY SHOWN ON THE PLANS. s ~ ~ +AiNiMUt;{ TT~ENCt1 11RDi1-i SIiALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE S'~IALL f3E CENTkRED IN THE: 'RENCI~+. TRENCH WIDTHS SHALL alLOw PLACEMENT AND COMPACTION OF (jACKFiLL MATERIAL. •,i" tit,-.tiMllkt C)15T.iNCE BETWEEN PIPE WALL APdD TRENCH WALL SHALL 8E 18". ~~f' MINIMUM rv:OVER ie REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERMASE SHOWN ON PROFILE DRAWINGS (38" MIN). !€) S:Jr°C'O`iT PIPE `+tATH SANDBAGS AND SPAT LOAO PIPE AS REQUIRED DURING INSTALLATION OF CLSM Ihi FIFE ZONC ANO _- P,~E (3EDOitdv^ AREAS. ~) Di;,ti01+i,°~L PAVEME:NT REPLACEMENT IS NOT PERMITTED. ~~ C", ~>.tv'r TRENCrI CUTS NI THIN a' FROM THE EDGE OF PAVEMENT, LANE ONE, CiJRB OR GUTTER SHALL MAVE THE PAVEMENT PATCH `" F?'TENDED TO THE EDG[ OFr-'A1~MENT. LANE tJNE, CURB OR CUTTER_ (!!j %vG rLuATER I~SS THAN 3'-O° ALLOWED. !tc`.~ ~" .A I;r'rl k!A.IERLAL St-!t•.LL 8E LIKE IN ICING. z t~OAIED. I~wsm ec R71MtAaa )'FD ~s ,off„~ I ~.'~ ~~' ~S'AN I3~RNARDIN~) APPROV ~ 1~ a$ STANDARD !iJT 1"~1.~tJ~11L•"•'~'T.SI:R17('f~.t--Pt~'RLI(~ 6l7JRKS/LNF-Ih'L'ERI;V(; ~;,j NO. T`~PIC~,•~ 1. ()I'T.~I l1 ~ °' ~~ !1'1 '.5' t 7 Jh.~ 1 ~l (J~~r' 1'L"R~L-I NE.N7" -" k~ -- ~t.ffi'T: i('/:~(;i'TRI:~,'~'C'HIN(; CITY ENpNEER 1 ~ 1 ~ CALTRANS STANDARD PLANS I 1 D D C ^ ^ p C cntlne ~~ Y MSK~to ~° CG confer of gravity f aozt IIeK oo0a.tw eorlwe Oituninouo eoatN Clnl enorwl EaN N.NIa11t wY olr-p101R1 pOrtK CI ewf Iren U aro of Kiogo, ~" w°b0f1 CION ewf-In-orIllN-rol• N.feallW .put apufMnt CIF cwt-in-Dlaea. EC one lnrizorltal eurva •C Nprwlt concroto coot iron DIW ECII ono cure return AC/ oaphel• eanCnf• eooo CI-LY cwt In plOea eorlento Plllf ED aepo oroln J,C7 ooeNfw cawont OIW CISS ewf-in-otNl-Droll EDC aega Koln elfarlOUt .OL oooao wee Io00 CJ- eoplofa Dint (ration J ~~ E00 aega Koln autut ILaJ oeJwt CL eroin line EDV Wqa Drain vent IIFES oltKroti va tIKaO antl Nat1On CL'/ Croin 1{nk tone( Ili tt) [IN alaetfOllar Mle arr00 CI c10Y EIKf aleatr la cat mtKroto Clr cloK, Elw •uwtlon w tlwo trove ln{onlgM to noon clNroroo Ew0 ,Nrlponkolont K plfKroriw Alpo CII eerrugafW Irlftol Engr EMInNr YC oltKnotiw PIW 01IIwrt Cr carrugata0 Mtal PIW EOD aea of wek .PDrof epprwlwofo Co colnry E- oogo of ppvozwnt IV97 oltKroflw PIPO urloororoln Col epll/1111 EO opuotlon MS oeeolonfion noponoo opaefrwl Conc oanerafo ES Nqa o1 .roulOK •S oggroqoto alllpwa Cone eoneuit ETg o0q. of trowlaa .aY fSIM aluklnuw .plrol rle pipe Cam aerMaatK EVC ono wrf IC01 CV'ra ANV wNw01r Corot carutrvct, E/ onowll ATP/ aeprblf fraotao pKMOeI. OON cerrtructlan Eze okaavotien •TFY Oaplelt trwtotl paraMapl• wotorlol Con( cent lnuau. Ezlot, IEI ozistinp •w ownw CoKO eoorolrara Ezp Nporrian, .vq wKOgo CP Coroloppwr ozpnN.oy ~ at Cr croak Erlp Jt. Nperolm Jelni CIKP eontirkrura rolntKCN Caronto powlMnT E.t NtKIK ~~ ewbrotoo rack olapo protaetion /11011 Klaga aPOroorJl quortl rolllnq CSF eorrugetN otwl Alpo F M bagirlnlnq o1 0-laga f'FR eKnIgMN atNl PIPa Kcal F / C trellNl an0 cover /'/ cock-t°-pock CT/ ea.rnt traetN ewe F ~ G Irotza orb grant K Oogin IlKlzonfol curve CTF/ cawont traotN parwoml• OOfa F/ Iloor NoA /C/ Opln b+re return CTFY eNIgM irootao pornloebl• wMKiol FM fovlostlon MO eogin Ctn canton FE/T Ioelnq NatOOUne traltle /It Cta of turlllnau. eoetN Culy culvert FES tloroo orb ooetlon ~ ~1i ~ panlKllro iF Iiltor fo0rle /kf OOCk/111 ~ FD 11ni.roo grant /lag Oullalrq ~ iN fin nyoront /1.Y Klogo-leg wile D wPm flq tiqun /IV0 boulovare DO aowloraln it Ilea Iiro - ~ b°°eh "low Dpl tla1JD1• FIST Ioelnq IlOrthTlaUlb trattic /of DMtw pp wgrN i0/ trN on Ootlro k OrlOga Dal Oe11r1eofK i0C tOCa o1 eonen» kq aKlnq Mt Moil, it 110 frOntoga ratio /TU Kitloh tlwnlol unit wtour FS tar •Iw, fMiorotl .urtaee /VC Oogln wrt ieol Burro Di Oelplw tir FS/T teeing oouth0eun0 troflic N Doreaa .Ira DI tlralrbgf inlet, Ffq looting C ~ arop inlet i//T toelnq wsf0ouno tra/tfc DIo eiorotar Fry IrNroy Cut e001• pRChK waMrlbly Dlopn afapnrogln CY eorrugotoo oluminal pipe Dl.t el.tpnca, C1P. carrugotN aluwlnuw Dipa orcn eistrict q occelarat loo au• to gravity C.S eorotructlen KN •iqn 01!/ eouDl• lnot0l Dawn DOrr1K Da ~~ C/ cancnfa OOrriv Dr eriva Wlv galranliN C// concrata Olock .tlll pT// tlOUDI• tnrl• Wem parr for GF groolrp plan C-C C•Mar 10 CMiK D~ Kiva•ey CR quKe rolling 05- golvgll2N .fNl DIW contlnlJed """""~""` `"""`" r•~ Gtr qut1K Yoy 1 • z00i __ J• - i - n..w :iww.u o•. c FI ~~ ~j{ 1 ~ 11 f~ I t~•.Y ~ I. ; ~~ • B f _~ ..,,.. ~..+ ~.. s, ...., . ~... r.. .. +. N might .. h,M Fleur hM.,YfawA/It*-ovn.wf ND hori zontol Koin halrl haoalrell Ile" Ile Mllegerwl haaa Illy rot elptl o.prlalt Grorol Mloal Nori2 Rorlsanfol i. .bbrwlotioro arbule W uppK ono IIF hinge point I.TiK.. lo•K CON . " I..., Ylac IIII.co1lalMalM rorNpvwr one /It Ct0 Oi tlwlirbw eootoo NPS hill parforwplC• ztNl i!..eronylrw .rleule N till upper NS hlgfl •trorlglh CON IatfK.. N/ h.001ro 11, i..., /CII = N/In cur0 ratYT reign .atK Nwl hign .tlfK lark unit. 0/ Yapayrarllant ""1' hlg1iaj' ILO TaDlo.., a one c an StonOOre Peon X10/) 1/ izlporfoo pKrw ID imioa eSawtK - IF intlN twee IM IMOriK Inv Inver( Irr irrigotlon Jet junction J- Jolnf you J-CP lo1MN Plaln concrete pelr•IMnt JS junction •truetura Jt Joint l~~ L length lot lotituw LC/ loan CglCfffa aait Ln loot Loe locet ion LOL IoyOUt Ilro Long Iplgituw Lorpit leflgifytlilgl STATE OE C4.OIMII LS lump wln DEP-RIYENT DF /RAMSPORT.IgN L' '•" ACRONYM8 AND ABBREVIATIONS (8MEET 1 OF 2) NO SCnLE A 10A ~ ~ ~ ~ ~ ~ ~ ~ ~ r r ~ r r ~ r ~ r r CENTERLINES LANELINES (CONT) NO PASSING ZONES-TWO DIRECTION n ;r co E 41 iPPOJEEI -?_~ ____ Sw OE? 5 6f~`s - (2 LANE HIGNWAY5) (MULTILANE HIGHWAYS) J A~ !/ DETAIL 1 f ,,~~. 1 T._O., ~0" „'~ DETAIL 12 ~ 49'-0".__ _.___~ r t B•_O., ~ 12._D„~ , 9._ G- DETAIL 21 f PE SiEPE P -°•eO""'0+., e .•~ oanalu ¢. ". , ® ® ® 0 0 0 _.~ MaY 1, 2006 - ~o ]n_ ~ CIYII ~ DETAIL 2 4e'-o _ DETAIL 13 4e'-o` ~~ ww, Pr w~n.w. a"i.: a rn: wP~ 'a o. LLB" w ~ma e "°` __ 8'-0" T'-G" 17'-0" _ ,'-G" 9'-6" .__ _ 1B'-0' ~ _ t~'-o" o ~ te z4_o° z4o.' DETAIL 22 PoW,orA'.dw°m .eb alga e°la nlpJiPwdemgw ~~ _„~~ - ~ ~~ ~ _ ,~ ._ = o0 0 o a 0 _____~,._ - -~ I„__ f ® ® ® . -1 ~~ ~~ I Iee -.y Vim- ~ _ -~ _ I {~~~°T'-r Detoll 3 Oel eteC DETAIL 14 ___ 144'-0'.'_____-_ 4e'-o" 4e'-o" 4e'-o" -~ ® ® ® __~i Nt -~ ~~ 18,_0„ ® o0I00 ® o000 ® o000 ® DETAIL 23 ~----Y4'-0"_ _ 24'-0" DETAIL 4 ~ __-____ ±6_-0" DETAIL 14A 144•_D'• <6'"D"_ 49_0"__ 4B'-0' -_- ' " ®®®® ®® ® ®® ®® ® ® ®® ® ® ® ® ®® ® ® ® ® ® _ -! ' ~"~ _~~~, 16,_0. ~ ~._O„f g,_D.. ~ ~~ ~ 2 _O ~ -~ TYPIC AL LANE LINE DELINEATION ~ ® ® o ® o ® o ® -f ~ ~~4=0" ~ ~4_® -~ IN ADVANCE OF EXIT RAMP ~ NO PASSING ZONES-ONE DIRECTION LEGEND MARKERS ~' _ DEraIL 19 ~~ or 14A-- DETAIL S ~_ ~, iz'=o~„__ 36'-0" _~zo'~ DETAIL 1 5 ~~ .. r-o" n'-o' ,'-o~ it-o_ r-o" I. _. ~~_-_- _ _~.-..~ _ I ® ® 1 Q TYPE 4 Wnite Non-reflective ® TYPE AY Yellow Non-reflective I ter. ~~ ~ ' ~ -~ ~ L ~_ ~- ~~ ~ • ~- ® _ ® TYPE L Rea-clear Retroref lective ~ I I ~'~ DETAIL 6 48,_0„ ~~ ~ ® TYPE D Two-way Yellow gefroref lective 149 `_ C 9._0.. Exir ,_9 ~ ~~ ~IB'-0'_ 1 0 l9'-0° DETAIL 16 9B'-0' B"-6' ,'-0" 9'-6' ,'-0" ~ TYPE G One-way Llear Retroref lective T~ ` ~, /i _ ~ •- ~~ m~lel ~ 300'-0" _ I C ® ® '~~ --V-- -f~~ --1 F "~ ® ® ® ~ ® TYPE H One-woy Yellow Ret roref lective ` - - =~ DETAIL 12 " ~~ ® ® - --~ 1 LINES or 13 149 -0 , r DETAIL 7 ±e'-o' r _. ~~ ® z4'-o" ® z4'-o" ®Ni F' --'{ -~ 0 4" White NOTE• t il 14 D setl in combination is f be ~~~ ~ 7 B•_D" 12'-0' ~- t ~ 19'-0' Y~+ DETAIL 17 4e'_o' 4" Yellow e a with Detai u o l I3. Detail 19A ie to be u5etl ~ y ® ®®®® ® ~ ~4._0.• !~ _ -___.._. ___ B'-0' B'-0'y-8'-~~... -_~4 •-O'. -~ ~~ Direction of Trovel in combination with Detail 12. LANELINES ® ®®® ® ®®® ® ~ MARKE R DETAILS ~ (MULTILANE HIGHWAYS) ~ ® ® ® ® ® ~ ® ® ® ~ ® ®~ ` DETAIL 8 ~y r-o" n'-o^ r-o" h---f--~f~-+- n'-o" r-o" - ----I-~~1 DETAIL 18 1 ~ ~-.'- 0„ 2. 2._0„ 4 D J6 , ~ ~ ~ o 7%'~-4'/e~ „~~ - ~~ 3/e -41/e~ ,~ _ O C~ O ~ _ 1 _0 4~ , r-- -r--- - ~-- ~ ~ ~ ~ ~- __ DETAIL 9 ~~ 49'-0" e'-6" ,'-o" „'-o" a o _ ,'-o" e'_~ o v { DETAIL 1 9 ~.- ----a'-o"-- ;- 1?._D„ t , 6,_G„ ~ ~ Q_ P ~i 0 _ , -- ® ® • „ , -- ~} ® ® ~ TYPE A & TYPE AY TYP TYPE E C & D TYPE G & TYPE H DETAIL 10 y 48 _0 ~'-0'~B_ 0+_ 16_-O" _ ~8'-0'~'_O'~ 24,_0" z4'-o"_ ~i ~ - STATE OF CALIFORNIA ~ ~ ~ ~ ~ ~ ~ ~ DETAIL ZO 4 8'-D" UEPAR IMENT OF TRANSPOfl7AT10N ~~ -~ ~4=D ~ ~4_O" ~~ . __ _ __ . 1B'-O" 12'-O" 18'-0"-_~ C_ ~,,,_-_,,,___.-_ Retroref lective Face PAVEMENT MARKERS ® ®®®® ®"I AND TRAFFIC LINES DEraIL 11 . „ . „ .2'_D.. ®®° ®®®®®°--r ~ ®®® TYPICAL DETAILS y ,6 _0 _D 12 O + O y 4 ~ I`- ~i NO SCALE AYOA N 1 15 tp,l„ii ~WTC i_~~,y1gJ[CT ~^C. S„ECi~. {//~¢ ~/ -~ ~y1s, ~~, 1 ,, AE SM T[„EO CIV ILII J 10 E. ~, .-.NPE. ' Yay ~ 2006_-__-____ [EiN! A -" _ „n:.M„av~~ o.1E ti sw s uwr,+. r in rr,ar. r • ~~ ~ C yrr is M rr„,~s Ir „n dq A r ,wwr, I wss+o .fir V nIi O~ R o SJ _ • ~. ie pl b Mr UPm we Jk yo 4 MN/uwMmW' {{ oI ~ a] 1 ~ ~ T A=43 sg ft f_ A=42 sq fit A=24 sq ft A=23 Sg ft A=19 sq ft ~ ~ { ~ ~~ ~ ~~ ~ ~~ ,~ ~~ A=35 sq ft A=31 Sq ft A=24 sg ft A=26 sg ft A=21 sg ft NOTES: 1. If o Ineeeop~ consls+s o1 mors tig11 ons sofa, It ahoultl reatl "l1P", i.i., the flat wr0 ehoultl W nwrut tM orlver. 2. TM •POCS Oef~eell eortle shaula a of lewt +aur tllsss tlr helpht of +M charocters for lam epeetl raoas, Out - not more +hon ten +le»s tlr MIgM o1 tlw choroeters. TM spate may bs rsaucetl approprlatelY snare tnsn i• Vimlts6 spots t»cowe at loeal condl tlolw. '~ ~ ~ 3. Minor varlatlone in tllmsE+eiane may W oeceptW by +M Enpinser. - ~ A. Portions of a IetiK, nlseWr or sYO0ol may W eeparotstl OY eanneetlnq segments not to a:ued 2' In eIOM. 2~ ~~ ~ ~~ ~ ~~ ~ ~~ A=10 sa ft A=32 sq ft A=19 sq ft A=26 sa ft WORD MARKINGS ITEY W ft 1TEY eq It lTEY e0 ft iTEY s4 ft %ING 21 TIELD 2! BI%E S PED Is ANEAD 31 SCHOOL 35 SIOR 23 CQPACT 10 eA1T 19 SIGNA 72 STOP 22 gUNAeAT ~] LANE 6 7URN 2t LEFT t! VE1114E5 A2 - RIGHT 26 MERE 26 STATE OF CALFORNYI OEPMT1Elfi DF 7AA16POIIT ATION RKINGS PAYEME T .} ~ ~ ~ V ORDS ~ ~ { ~ ~ ~ ~ ~~ ~„ ~{ ~ NO SCALE A=5 sq ft A=6 sg ft -- - A=22 sq ft A=18 6a ft ~,4 W i. ~ ~ {_ A=24 sa ft ~,~~{ A=23 sQ ft i '~ ~ F a=27 ~o f+ -;~~{. A=24 Sq_ft r -- I_ . L - l I 1~ ~ ~~ A=21 so ft t ~~ A=20 sq ft _I.. -`-•~ ~~ A=22 sq ft , ~~II 1 ~ ~~ A=16 sa ft I'-0" ^hite Iles CROSSWALK AND LIMIT LINE Sw Ibte 5 '~i t~ tt`"^'~f1 A~~ ~ U ~ ~ ~ Waite cerise of j~ I{OeG91Y6 trl0nplee Direction of irovel YIELD LINE o~ -'--~{ ~~ A=74 sq ft ~~ A=17 sq ft Sl CO~ntr Pp;tl __ typ_~_[C* ~M.t sM[t~s MC STCRCO CIVIIN ~ tCi~.` is E. YdY 1, 2006 - __~ - . sr« s r • ~-~ ~.+. rw ~s"r rwnuw un~ t o ld b Ih C•umt .sD s!k ¢ ~u ml//rwma.7•~ WORD MARKINGS ITEM W ft ITEM c Tt LANE 2~ 110 1~ POOL 23 BIKE 2t C1R 17 BUS 20 CLEAR 2T ONLT 22 KEEP 2~ FAY 16 NOTES; 1. If O In•at0gqaa consists of more tMn one vord, it elxlul0 rwd "UP", i.{., tM flrit ror0 {tvwlo M neare{t iM oriver. 2, TM cpau b•tre•n cords etvwtd a of t•o•t tour times tM Might Of tar GhWOCter{ fOr IOr {peed rOOde, put not more Thal 1M tlmef fM MIpM of iM oMroctsri. TM apace. may be reouce0 oppropr ot•ly rlrr• tMr• le tlwit•O spot. D•GIX/N of Ixal Condit ions. 3. Minor vorlotione in Dimensions may W occeDteO OY tM Engineer, 4. Port Iona of O letter, M1m0er or •ym001 moy W eepdrotW Dy conMCtinq eegtlleElts not to exceeD Y' in rlatn, 5. Crossralks contl uoue to ednol groWWe Or• to W t'-0" yellor Iitrs In plow o1P 1'-D" chits shorn. 6. TM cords 'NO PMKING" ppoo .meat marking9 i8 t0 be used for ppaaring taCilitlei. For tYPloDI leeotiol» of mork{ngs, sae StondorD Plons A90A x110 A908. T, TM wrda "NO PARKING", e1n11 W pointed 1n Mit• letters a lei. ttwn 1'-0' high on a coniro{tinq DockgrounD one located w ilwt it ie vI•IDI• to traffic enforceelenl officlala. STATE OF CALIFONWA OEPARTIENT OF TIUNSPORTATWN PAVEIIIENT MARKINGS WORDS AND CROSSWALKS NO SCALE ~ A 24E .__ ~ __.___..__J A=2 sa ft 5•• Notes 6 arw T ~~ CALIFORNIA MUTCD STANDARDS California MUTCD Page 3A-7 (FHWA's MUTCD 2003 Revision 1, as amended for use in California) Figure 3A-104 (CA). No Passing Zones -Two Direction 1 DETAIL 21 POLICY '~" ~ Two-direction no-passing pattern for use on two-lane streets and highways (nonnaiiy used on T local streets and highways)). See Note 2. "'~ TS mm (3 ini DETAIL 22 ~ I T,32 m (24 RI ' 1.32 m (24 Hi I =50 mm (2 inl _ Tiivo-direction no-passing pattern with pavement _TSmm(3inl markers far use on two-lane streets and ~ ~ ~=5o mm (2 ini highways. See Notes 1 and 2. -~ DETAIL 23 7.32 m (24 hi I 7.32 m (24 ft) I f~ ^ 0 0 0 0 0 ~ 0 0 0 0 0 ~-is mm (3 inl Attemate to Detai122. For use with either Detail ^~OQ~ I~~~~ f~ I~Q^ 4orDetail7. ~ 1.22 m (4 RI-i ~ -y F-1.12 m (4 kl ^ NOTES: 1. Pavement markers shown off the solid Tine in Detail 22 may be placed on the line. 2. A 75 mm (3 in) black line shall be (aced between the t00 mm (4 in) yellow tines on State highways and may be placed on streets and highways under local jurisdiction. LEGEND 0 100 mm (4 in) Yellow ^ Two-Way Yellow Retroreflective Markers -~- Direction of Travel O Non-Retroreflective Yellow Markers NOT TO SCALE ' Chapter 3A -General September 26, 2006 Part 3 -Markings 0 PROJECT LOCATION SURVEY DOCUMENTS i ^ ^ 5. l3. C. F .C3. /35- /~ 3 T' - LFIVA ROR!] T!E 5 SET CHECKED I I ~ ~ ~ R.D. LOSN , _ _ _ -; - - -- ~ ~ i I , _ _ - -~--- --I- _- . __. __ I _ .. -- - - - -- - ! ~ i - - , ' _. . . t 1 ~ I i I i I I I i I _ -. .. I ~ - } I , I I .I. . I - i . ,FD. , SCREIJ ON ~ I .. - I... -I 1 ~ , ~ ; I ~ i ~ , ; _. _ .__ _ .C -. -- i _ --~- - - --~ - -- - - - _,. r ~ I _ - - -= - - i ~- I - PFRSB.C.Fr3- j ~- --i ~ i i ;- ~ ~ ~ ~ , - I ~ ~ . I i i, T i : ~ f _ _ - -... - ~..._ _--~ -- ~--- - - -- E~ } ~ I I i~ ~ i ,. _~. ~ i- ~ I L- - -- - - - I r-- ~ I }-- I ~ I ' I+ ~ i t I I , _ : SE.TRJRIL~ FLASH , , I 4 I j ~ i i~' • f Q ~ ~- ~ j D I I I I I ~ rro A. L. PUnI T- j~ ~J ~' ~' t I ' I I ~ I ~ , I A I -. . , , i ~ ~; • - - - . _ ~- i I ~0 ~_ .'~jb - -: -1-R-I F~ LT'O .. ~ - ! l -' -' -. , a._L.-~ AVF/VUE ,. ilii ii i I 1 : i , I _L ~ _ _; - ; ~ - - i ;. _~ _:_ ~ ~ - FD /"I. P. PER - ; - i r ~ I ~ ,_ I ~ - _ ~ . - .5.6.C.F. a. 135-7HT .. ~ ~ - I j ! ~ i I ~ r ~ A~ I I ' I .9 ' i _ i _~ _ ~ 3 ' i i '--! + f -i r ~ I -i i i '.. .I. -~ i i _ _ -' I I r-- - - I I ~_ -I' ~ t -' r _ ~~- , , , , ,' I- -- ~ r ~ I I f ~ . ~ ~ --f - .. `V :_ , _ 1 I _ ~ _I _ , I , : , ._ ~ ~ -_L _ I , _- T.C . !PER S, 8_ C,.F. (3 _- . _ .~ . ~ . '. . - ' ' . ~ 5ET L T D Al T.L. i i }' ,/!7d L _ _ _; .~ ~ I ~ i -~ 1. !.I- !--I- } '~ '- ~ ~ ~ : ~ ; ~ j I I i , -I ( , 1 ~ i i ; i i ' NDT~ 5. ' ~ DENOTES TRI+NSITLlNE HDLDS DVER T/E D/STA/UCE ' ~ ' S. L3. C. F. 13. D~NDTES 5/~RI ~3FRNARD//UO C/TY F/FLD [3DOK Pays ? o/ 2 NOTICE.• Fi/inD ihls Comer Record doss not n/isw you of f!/aiy a Record of Survey when 1t is rsquirod by the Lend Surveyors' Aci. CORNER RECORD O O ~ O ~ Document Number ~ 7 ~ tf1 ~ ~ City of SAN BERNARDINO 4County of SAN BERNARDINO, California ;~. Brief Legal DescriptionSFL.// TW/'/S. ~ R6E yW. , _ _ _ SAN BERNARDINO MERID~,-.N „,,, ~ (include: Sec., Twp., Rpe., and en isn or 1 ,~ CORNER TYPE COORDINATES (Optional) ^ Government Corner ^ Control N. ^ Meander ^ Property E. ^ Rancho ®'Other Zone ^ NAD27 ^ NA083 O~Date of Survey /D - 27- DD NAD 83 Epoch Elev. Vert. Datum: ^ NGVD29 ^ NAVD88 Meas. Units: ^ Metric ^ Imperial Comer - Left as found ^ Found and tagged ^ Established ^ Reestablished ^ Rebuih Identification and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: SE ~ D THFR S/DE A description of the physical condition of the monument as found and as set or reset: SEF d TH~R. S/D~" 1 SURVEYOR'S STATEMENT ~ U~ ~~~ E D~~`~+ .c w _, c „~1 This Comer Record was prepared by me or under my direction in conformance with the ,+ ~ J~274 N FX P DES ~. Land Surveyor's Act on EcE M E (z 4 , 20 OD , ~ iZ 3~-'03 ~ '°"' Signed ~, L.S. ~. Number .~ Z 7 y rF o~ C ~1~~~~ ~L SURVEYOR'S STATEMENT sE"~' This Comer Record was received DEC 0 200 ~ • ,and examined F%°~~Et, c. r~r "G~ 4t, Q'~ oy, ~ o ~ ~ ~ and filed / Z . 20 0( a LS 5x.•52 a C ~ EXPIRITIOM1 W ~ Signed ~ ,Deputy County Surveyor Z N ~ j L.S. R.C.E. Number S~ y ~TF of cA~~F°Q` C~ County Surveyor's Comment A.P.N. _ _ o.Qe t oI2 ~ SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION '~ & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA Joint Professional Practice Committee -Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside & San Bernardino County Surveyors Office) PREFACE: 1 The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Office of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying (refer to Sub-section 6-1.10 "SURVEYING SERVICE" of these Special Provisions). All new and replaced survey ties shall be by transit method. The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007.• NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (I .) The survey crew shall diligently search for all survey monuments of record and on the ', surface of the road. It is suggested (that) the search (sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried .survey monument, then digging below the surface to uncover the monument within 2" of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in (I)tem (2.), above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTE R CONSTRUCTION AND PRIOR TO RECORDING NOTI CE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be ' a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing. NOTE.• Parentheses above indicate changes to original text. ~ CONTRACT ~ AGREEMENT t D 1 s AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this City of San Bernardino (owner and hereinafter "CITY"), and day of (hereinafter "CONTRACTOR"). 20 ,between the 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR'S own proper cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and equipment and perform all the work necessary to complete in good workmanlike and substantial manner the SEWER IMPROVEMENTS RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-05 ) in strict conformity with Plans and Special Provisions No. 12283 A ,and also in accordance with Standard Specifications for Public Works/Construction, 2009 Edition, on file in the Office of the City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. The CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on the basis of race, color, national origin, religion, sex, marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy, as recipient deems appropriate. AGREEMENT: SEWER IMPROVEMENTS, RIALTO AVENUE LENA ROAD TO TIPPECANOE AVENUE (SW 08-OS ) 4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby employ the said CONTRACTOR to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators, and assigns, do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year and date first above written. CONTRACTOR Name of Firm: BY: TITLE: MAILING ADDRESS: PHONE NO.:~_) ATTEST: Secretary CITY OF SAN BERNARDINO BY: CHARLES E. MC NEELY, City Manager City of San Bernardino ATTEST: RACHEL G. CLARK City Clerk APPROVED AS TO FORM: NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest.