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06-25-2019 CC Rpt 12COUNCIL AGENDA STAFF REPORT Chino I IiEI� TO: HONORABLE MAYOR AND CITY COUNCIL DATE: JUNE 25, 2019 MEMBERS FROM: CITY MANAGER ITEM NO:12 SUBJECT: PLANS AND SPECIFICATIONS FOR THE LOS SERRANOS SAFE ROUTES TO SCHOOL (WEST) AND TRAIL IMPROVEMENTS PROJECT RECOMMENDATION: 1. Adopt a Resolution entitled: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHINO HILLS, CALIFORNIA, APPROVING THE DESIGN AND PLANS FOR THE LOS SERRANOS SAFE ROUTES TO SCHOOL (WEST) AND TRAIL IMPROVEMENTS PROJECT PURSUANT TO GOVERNMENT CODE SECTION § 830.6. 2. Authorize staff to solicit bids for construction. 3. Determine the project to be exempt from review under California Environmental Quality Act of 1970, as amended, Public Resources Code Section 21000et seq. ("CEQA") pursuant to Section 15301 of CEQA Guidelines. BACKGROUND/ANALYSIS: On July 5, 2017, the City of Chino Hills applied for funding through San Bernardino County Transportation Authority (SBCTA), Transportation Development Act (TDA), Article 3 Bicycle and Pedestrian Facilities Program, to improve segments of three streets and one pedestrian trail in the Los Serranos area of the City. Improvements within the streets' segments will include sidewalks, asphalt concrete paving, driveways, curb and gutter, and streetlights. The City received grant funding in the amount of $249,752 for this project. The proposed street segments are: Gird Avenue (between Pipeline Avenue and Del Norte Avenue) Lugo Avenue (between Pipeline Avenue and Del Norte Avenue) El Molino Boulevard (between Pipeline Avenue and Montecito Drive) A walking path and trail improvements within the public right of way of Val Verde Avenue, between Gird Avenue and Country Club Drive, are also included with this project. Staff is requesting approval of the plans and specifications for this project as well as authorization to advertise the project for construction. The engineer's cost estimate for the project is $499,998, including the design, construction contract, contract administration, and 10% for contingencies. 40/328 ENVIRONMENTAL (CEQA) REVIEW: City staff has determined that the project is exempt as a Class 1(c) Categorical Exemption (existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities), pursuant to Section 15301 of Guidelines for the California Environmental Quality Act of 1970, as amended, Public Resources Code section 21000et seq. City staff has also determined that the project is exempt as a Class 2 Categorical Exemption, (existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities), pursuant to Section 15302 of Guidelines for the California Environmental Quality Act of 1970, as amended, Public Resources Code section 21000 et seq. FISCAL IMPACT: The current Capital Improvement Program has $552,998 budgeted for the Los Serranos Safe Routes to School (West) and Trail Improvements Project. There is no anticipated impact on the General Fund with this item. REVIEWED BY OTHERS: This item has been reviewed by the Finance Director and the City Attorney. Respectfully Submitted, Recommended By: .?s �47 Benjamin Montgo rY Nadeem IVfajaj f i City Manager P.E., Director of Public Works Attachments Resolution Plans Specifications 41/328 RESOLUTION NO. 2019R - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHINO HILLS, CALIFORNIA, APPROVING THE DESIGN AND PLANS FOR THE LOS SERRANOS SAFE ROUTES TO SCHOOL (WEST) AND TRAIL IMPROVEMENTS PROJECT PURSUANT TO GOVERNMENTS CODE SECTION § 830.6 NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CHINO HILLS, DOES RESOLVE, DETERMINE, AND ORDER AS FOLLOWS: SECTION 1. That the City Council does hereby make the following findings of fact: A. The City of Chino Hills Engineering Staff has prepared the design improvement plans for the Los Serranos Safe Routes to School (West) and Trail Improvements Project — covering street improvements for the following streets: 1. Gird Street (between Pipeline Avenue and Del Norte Avenue) 2. Lugo Avenue (between Pipeline Avenue and Del Norte Avenue) 3. El Molino Avenue (between Pipeline Avenue and Montecito Drive) Also included with this project are walking path and trail improvements within the public right of way of Val Verde Avenue, between Gird Avenue and County Club Drive. B. The City Engineer has determined that these plans and specifications are complete and that construction of the project may begin; C. The City Council wishes to obtain the immunities set forth in Government Code 830.6 with regard to the plans and construction of the project. SECTION 2. Design Immunity; Authorization. A. The design and plans for the Project are determined to be consistent with the City's standards and are approved. B. No construction work on the Project has commenced. C. The City Engineer, or designee, is authorized to act on the City's behalf in approving any alterations or modifications of the design and plans approved by this Resolution. 1 of 3 42/328 D. The approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code 830.6. SECTION 3. The City Clerk shall certify as to the adoption of this Resolution. PASSED, APPROVED, AND ADOPTED this 25th day of June, 2019. ATTEST: CHERYL BALZ, CITY CLERK APPROVED AS TO FORM: MARK D. HENSLEY, CITYATTORNEY 2 of 3 CYNTHIA MORAN, MAYOR 43/328 STATE OF CALIFORNIA COUNTY OF SAN BERNARDINO CITY OF CHINO HILLS ) ) ) § I, Cheryl Balz, City Clerk of the City of Chino Hills, DO HEREBY CERTIFY that the foregoing Resolution No. 2019R- was duly adopted at a regular meeting of the City Council of the City of Chino Hills held on the 25th day of June, 2019, by the following vote, to wit: AYES: COUNCIL MEMBERS: NOES: COUNCIL MEMBERS: ABSENT: COUNCIL MEMBERS: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Chino Hills, California, this 25th day of June, 2019. CHERYL BALZ, CITY CLERK 3 of 3 44/328 CONSTRUCTION NOTES OTY EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS 504 LF STD. DWG. NO. 109. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS 1397 LF STD. DWG. NO. 109 MODIFIED FOR SLOPING GUTTER PER DETAIL ON SHEET 5. CONST. 4" THICK DECOMPOSED GRANITE WALKING PATH 120 CY SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF CHINO HILLS 3441 SF STD. DWG. 116, MODIFIED FROM BACK OF CURB TO PROPERTY LINE PER TYPICAL SECTIONS AND DETAILS ON PLANS EXCAVATE AND CONSTRUCT RETAINING CURB 16" MAXIMUM HEIGHT AT BACK OF WALK PER DETAIL ON SHEET 5. 42 LF INSTALL BROOKS BOX NO. 2424 OR EQUAL; MODIFY EXISTING ROCK GUTTER TO CREATE BASIN INLET 2 EA SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONST. 4" THK. CONCRETE SIDEWALK PER CITY OF 5500 SF CHINO HILLS STD. PLAN 107. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT CONC. ACCESS RAMPS PER CALTRANS DRAWING 440 SF RSP A88A. GRIND EXISTING AC PAVEMENT 1-1/2". 42900 SF CONST. VARIABLE HEIGHT RETAINING WALL PER DETAIL ON SHEET 5. 442 SF CONSTRUCT 3" AC PAVEMENT. 300 TONS CONST_ VARIABLE THICKNESS AC OVERLAY 425 TONS SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL TO A DEPTH REQUIRED FOR FULL STRUCTURAL SECTION PER PLAN 395 TONS AND INSTALL 4" AGGREGATE BASE. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" PCC PAVEMENT FROM END OF NEW DRIVEWAY TO JOIN 5098 SF EXISTING DRIVEWAY ON PROPERTY. ADJUST EXISTING GAS VALVE/VAULT TO FINISHED GRADE. 2 EA INSTALL 3" PVC SCH. 40 UNDER SIDEWALK DRAIN TYPE A THRU CURB PER CITY OF CHINO HILLS STD. DWG. 206. 12 EA REMOVE, SALVAGE AND REINSTALL SIGN. 1 EA REMOVE AND REPLACE EXISTING MAILBOX. 18 EA RELOCATE FIRE HYDRANT PER CITY OF CHINO HILLS STD. DWG. NO. W-9. 2 EA ADJUST EXISTING WATER METER BOX TO FINAL GRADE. 23 EA ADJUST EXISTING SEWER MANHOLE TO FINAL GRADE. 6 EA ADJUST EXISTING WATER VALVE TO FINAL GRADE. 13 EA RESTORE AND RE -PAINT STOP LEGEND AND LIMIT LINE. 3 EA SITE GRADING 1 LS JOIN EXISTING 30" HOPE PIPE AND EXTEND SAME FOR 15' ADDITIONAL 30 LF INSTALL RIP RAP FOR SLOPE PROTECTION (RIP -RAP TO BE PROVIDED BY CITY) 1 LS CONST. 12" THICK CONCRETE HEADWALL PER DETAIL SHEET 5. 1 LS INSTALL NEW LED STREET LIGHT POLE AND FOUNDATION PER CITY OF CHINO HILLS STANDARD 13 EA DRAWING NO. 407, 409 AND 410. NOT USED N/A INSTALL 11/2 " PVC (SCHEDULE 40) CONDUIT W/ 3 - #8 WIRE CONDUCTORS, 18" COVER IN PARKWAYS, 24" COVER IN 2530 LF PAVING. INSTALL MEYERS PANEL AND FOUNDATION (UNMETERED SERVICE PEDESTAL) PER CITY OF CHINO HILLS STD. 410 2 EA INCLUDING 3" PVC (SCHEDULE 40) FROM MEYERS PANEL TO S.C.EDISON SERVICE FEED POINT PER APPROVED EDISON WORK ORDER DRAWINGS. INSTALL BROOKS NO. 28 PULLBOX STAMPED "CHINO HILLS STREET LIGHTING" PER CITY OF 17 EA CHINO HILLS STANDARD DRAWING NO. 407. AGENCIES ALL INFORMAITON RELATIVE TO THE LOCATION, CONTACT PERSONS, TYPE AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS WHICH APPEAR ON THESE PLANS WAS PROVIDED BY THE FOLLOWING RESPECTIVE OWNERS OR AGENCIES. PRIOR TO STARTING EXCAVATION OR CONSTRUCTION OPERATIONS, AND IN ADDITION TO OBTAINING PERMITS AND LICENSES AS ELSEWHERE DEFINED HEREIN, THE CONTRACTOR SHALL PROVIDED TWO WORKING DAYS NOTICE TO THE FOLLOWING PUBLIC AGENCIES AND UTILITY SERVICES: CHINO VALLEY INDEPENDENT FIRE DISTRICT 14011 CITY CENTER DRIVE CHINO HILLS, CA 91709 CHINO VALLEY UNIFIED SCHOOL DISTRICT 5130 RIVERSIDE DRIVE CHINO, CA 91709 UNITED STATES POSTAL SERVICE 14071 PEYTON DRIVE CHINO HILLS, CA 91709 CHINO HILLS POLICE DEPARTMENT 14077 PEYTON DRIVE CHINO HILLS, CA 91709 CITY OF CHINO HILLS WATER AND SEWER PUBLIC WORKS DEPARTMENT 15091 LA PALMA AVENUE CHINO HILLS, CA 91709 909-902-5260 909-628-1201 909-548-0936 909-364-2000 909-364-2800 REPUBLIC SERVICES - TRASH COLLECTION 1131 NORTH BLUE GUM STREET ANAHEIM, CA 92806 SOUTHERN CALIFORNIA EDISON 1351 EAST FRANCIS STREET ONTARIO, CA 91761 SOUTHERN CALIFORNIA GAS COMPANY 1981 WEST LUGONIA AVENUE REDLANDS, CA 92374 VERIZON 1400 EAST PHILLIPS BOULEVARD POMONA, CA 91766 TIME WARNER CABLE 5944 SYCAMORE STREET CHINO, CA 91710 866-238-3301 909-930-8422 909-335-7755 909-469-6343 800-892-2253 NOTICE TO CONTRACTORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES AND FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. CITY OF CHINO HILLS DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION SAFE ROUTES TO SCHOOL (WEST) LOS SERRANOS INFRASTRUCTURE IMPROVEMENTS PROJECT No. S19005 (U 0) 0 SHT. 4,10 SHT. 3,9 SHT. 2,8 N.R/W 6.5' Los Serra Lugo rid Q) Circle Park Ln. Lake Los Serranos OS B\vd. I. 5, °lino Blvd. Ave. o Ave. 0 0 Monterey Le INFO Mesa Blvd s> Q Q.) o Q O o O cL .L E 0 0) Birc 1 0 E 0 U tV HT. 7 Sierra Vista Dr�. 0) Vat Verde Ave. 50' 25' 1$„5' +11' VARIES SEE PLAN FUT IMPTS. 00 -� EX.AC IMPTS FIN. SLOPE VARIES 25' 18,5' NO SCALE 0) Farm Rd. > 0 0 O 0 0) 0 0 0) 0 1 Fairway Blvd. s OCATO'J v1AF' NTS S.R/W s 6.5' 11- TYPICAL SECTION GIRD AVENUE, LUGO AVENUE, EL NOLNO AVENUE USE WHEN CROSS SLOPE FOR SUBJECT STREET DRAINS NORTHERLY 1-' NAT.GROUND/PRIVATE IMPTS. N.R/W M. 50' 25' 18,5' +11' FUT IMPTS. 1 �EX.AC IMPTS 0® M 25' 1&' VARIES FIN. SLOPE VARIES NO SCALE 5 0 5' TYPICAL SECTION GIRD AVENUE, LUGO AVENUE, EL v1OLINO AVENUE USE WHEN CROSS SLOPE FOR SUBJECT STREET DRAINS SOUTHERLY NAT.GROUND/PRIVATE IMPTS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE CURRENT STANDARD SPECIFICATIONS OF THE CITY OF CHINO HILLS ENGINEERING DIVISION. 2. STANDARDS AND SPECIFICATIONS FOR TRANSPORTATION FACILITIES AND ALL WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS MANUAL UNLESS SPECIFICALLY MODIFIED HEREIN, AUGMENTED BY THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 3. STANDARD SPECIFICATIONS COVER THE USUAL CONSTRUCTION REQUIREMENTS FOR WORK SPECIFIED ON A CITY PERMIT; HOWEVER, IN THE EVENT IT IS DETERMINED THAT THE SPECIFIC WORK TO BE DONE IS OF SUCH A NATURE THAT THE METHOD OF CONSTRUCTION, TYPE AND/OR KIND OF MATERIAL IS NOT DEFINED BY THE STANDARD SPECIFICATIONS, SUCH WORK SHALL BE PERFORMED IN ACCORDANCE WITH SPECIAL PROVISIONS PREPARED FOR THE SPECIFIC WORK AND MADE A PART OF THE APPROVED PLANS. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 5. THE MATERIALS TO BE FURNISHED AND USED IN THIS WORK SHALL BE CONTROLLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 6 OF THE STANDARD SPECIFICATIONS. TESTING OF MATERIALS SHALL BE IN ACCORDANCE WITH THE SCHEDULE IN SECTION 6(D). WRITTEN REPORTS OF THESE TESTS AND A PLAT SHOWING LOCATIONS, SHALL BE SUBMITTED BY THE TESTING LABORATORY TO THE PUBLIC WORKS INSPECTOR PRIOR TO PROCEEDING WITH THE NEXT CONSTRUCTION OPERATION. IF OTHER MANUFACTURED PRODUCTS ARE USED, A CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER MAY BE PROVIDED TO VERIFY THE QUALITY OF MATERIALS UNLESS OTHERWISE REQUIRED BY THE PLANS. 6. THE HOURS OF OPERATION SHALL BE FROM 7:00 AM TO 3:30 PM, MONDAY THROUGH FRIDAY. OTHER HOURS SHALL REQUIRE WRITTEN AUTHORIZATION FROM THE CITY ENGINEER OR CITY BUILDING OFFICIAL. 7. NO WORK SHALL BE UNDERTAKEN WITHOUT OBTAINING ALL NECESSARY PERMITS FROM THE CITY. THE SITE SUPERINTENDENT OR FOREMAN SHALL NOTIFY THE ENGINEERING INSPECTOR (909) 364-2770 AT LEAST 48 HOURS IN ADVANCE OF ANY INSPECTIONS REQUIRED. 8. STATE LAW SB 3019 REQUIRES THE CONTRACTOR TO OBTAIN AN IDENTIFICATION NUMBER FROM UNDERGROUND SERVICE ALERT PRIOR TO THE ISSUANCE OF A CITY ENCROACHMENT PERMIT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES, INCLUDING PAVEMENT REMOVAL, EXCAVATION AND AC OVERLAY, WHICH COULD AFFECT ANY UNDERGROUND UTILITY. 9. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THE PLANS. 10. PRIOR TO ANY CONSTRUCTION WORK WHICH COULD DAMAGE OR CONFLICT WITH UNDERGROUND STRUCTURES OR UTILITIES, THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES TO DETERMINE THE LOCATION AND DEPTH OF SAID STRUCTURES AND UTILITIES IN THE VICINITY OF, OR WHICH MAY BE AFFECTED BY, THE PROPOSED IMPROVEMENT WORK. 11. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER BE NOTIFIED IMMEDIATELY. 12. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY PUBLIC IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION AS REQUIRED BY THE PUBLIC WORKS INSPECTOR. 13. THE SITE SHALL BE KEPT REGULARLY WATERED TO MITIGATE BLOWING DUST FOR THE DURATION OF THE HIGH WINDS. ALL WORK OPERATIONS SHALL CEASE IF WIND SPEEDS EXCEED 25 MPH. 14. NO WATER SHALL BE OBTAINED FROM ANY CITY FIRE HYDRANT WITHOUT THE USE OF AN AUTHORIZED HYDRANT METER. 15. SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE. ANY DISTURBED OR COVERED MONUMENTS SHALL BE RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, AND A CORNER RECORD CERTIFICATE FILED WITH THE COUNTY SURVEYOR ' S OFFICE. COPIES OF SAID CERTIFICATES SHALL ALSO BE PROVIDED TO THE CITY ENGINEER 'S OFFICE PRIOR TO RELEASE OF BONDS. 16. NEW AND EXISTING MANHOLES AND VALVE CANS SHALL BE ADJUSTED TO GRADE. 17. TRENCH BACKFILL SHALL BE DONE IN ACCORDANCE WITH CITY STANDARD DRAWING NO. W-2. 18. THE THICKNESS OF BASE MATERIAL SHALL BE DETERMINED BY SOILS TESTS AND RECOMMENDATIONS FROM THE SOILS ENGINEER. UPON COMPLETION OF ROUGH GRADING, R-VALUES, AND SAND EQUIVALENTS, THE STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 19. THE CONTRACTOR SHALL REMOVE AND REPLACE, IN KIND PLUS ONE (1 ') INCH, A MINIMUM OF ONE FOOT IN WIDTH OF EXISTING ASPHALT CONCRETE AND AGGREGATE BASE ADJACENT TO NEWLY CONSTRUCTED CURB AND GUTTER. FULL DEPTH AC PAVEMENT MAY BE USED IN LIEU OF AGGREGATE BASE. 20. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE (1-1/2" MIN.) SHALL NOT BE PLACED UNTIL ALL ONSITE IMPROVEMENTS, INCLUDING GRADING HAVE BEEN COMPLETED AND ALL UNACCEPTABLE WORK HAS BEEN CORRECTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. 21. THE CONTRACTOR SHALL REMOVE AND INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE PUBLIC WORKS INSPECTOR IN THE FIELD. THIS REQUIREMENT SHALL INCLUDE THE PAVEMENT MARKERS DESCRIBED IN THE HYDRANT SPECIFICATIONS. 22. "AS -BUILT RECORD DRAWINGS SHALL BE FURNISHED TO THE CITY UPON COMPLETION OF THE PROJECT. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS SHALL NOT RELIEVE THE CONTRACTOR OR THE APPLICANT OF THE RESPONSIBILITY FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 24. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK, 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY U.S.A. UTILITY MARKINGS BY WET SANDBLASTING PRIOR TO ACCEPTANCE OF WORK. GENERAL EXCAVATION NOTES 1. NO GUARANTEE IS INTENDED THAT UNDERGROUND OBSTRUCTIONS, NOT SHOWN ON THESE PLANS, MAY BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR 1S CAUTIONED THAT THE OWNER, THE ENGINEERS, AND THE CITY OF CHINO HILLS ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES WORKING WITHIN THE LIMITS OF THE PROJECT. 2. CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UTILITIES HAVE BEEN MARKED IN THE FIELD BY THE APPLICABLE ENTITY RESPONSIBLE FOR THAT PARTICULAR UTILITY. THE CONTRACTOR SHALL NOTIFY EACH APPLICABLE ENTITY T LEAST 48 HOURS BEFORE STARTING WORKING. 3. UNDERGROUND SERVICE ALERT CALL TOLL FREE (800) 227-260C AT LEAST 48 HOURS PRIOR TO EXCAVATION. 4. CONTRACTOR SHALL UNCOVER EXISTING BURIED UTILITIES WITH UTILITY OWNER TO VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES. BURIED UTILITIES INCLUDE BUT ARE NOT LIMITED TO WATER MAINS AND LATERALS, SEWER LINES AND LATERALS, STORM DRAINS, GAS MAINS AND LATERALS, ELECTRICAL DISTRIBUTION LINES, CAN AND TELEPHONE LINES. ALL UTILITIES CONFLICTING WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED PRIOR TO THE START OF CONSTRUCTION. 5. DISTANCES AND INVERTS ARE TO AND AT THE CENTER OF THE MANHOLES, CLEANOUTS, DROP INLETS, CATCH BASINS, AND YARD DRAINS OR AS MARKED ON THE DRAWINGS. 6. ALL UNDERGROUND IMPROVEMENTS SHALL BE INSTALLED AND APPROVED PRIOR TO PAVING. 7, THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY PERTAINING TO "CONFINED SPACES". ANY MANHOLE, 8. CULVER, DROP INLET OR TRENCH, (WHICH COULD CONTAIN AIR) THAT IS NOT READILY VENTILATED, MAY BE CONSIDERED A "CONFINED SPACE". ALL TRENCH BACKFILL SHALL CONFORM TO THE CITY OF CHINO HILLS STANDARD DRAWING NO. W-2. JlJ/J/L IJlJ/Lr-;- LEGEND DENOTES CENTERLINE OF STREET DENOTES EXISTING EDGE OF PAVEMENT DENOTES PROPOSED CURB AND GUTTER DENOTES EXISTING CURB AND GUTTER DENOTES STREET RIGHT OF WAY DENOTES EXISTING WATERLINE DENOTES EXISTING SEWER LINE W/ MANHOLE DENOTES PROPOSED RETAINING WALL DENOTES EXISTING RETAINING/BLOCK WALL DENOTES EXISTING CHAIN LINK/WIRE FENCE DENOTES EXISTING WROUGHT IRON/STEEL FENCE DENOTES REMOVAL AREA FOR FULL DEPTH ASPHALT, CONCRETE, ETC. DENOTES AREA OF 1-1/2" ASPHALT GRIND AND VARIABLE THICKNESS AC PAVEMENT OVERLAY. DENOTES EXISTING/PROPOSED CONCRETE AREA DENOTES ADA RAMP AREA - PAY AREA SHOWN DENOTES EXISITNG STREET LIGHT DENOTES PROPOSED STREET LIGHT DENOTES EXISTING TREE DENOTES EXISTING FIRE HYDRANT DENOTES EXISTING WATER METER DENOTES EXISTING WATER VALVE DENOTES EXISTING GAS METER DENOTES EXISTING MAIL BOX DENOTES EXISTING STREET SIGN DENOTES EXISTING POWER POLE DENOTES PROPOSED MEYERS PANEL LOCATION PLANS PREPARED BY: CITY OF CHIIVC] HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX BENCH MARK: 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (NAD83), ZONE 5 DATUM, BASED LOCALLY ON A LINE BETWEEN NGS CONTROL POINTS EV3794 AND EV 3841, BEING N84'35'29"W, 1991.35 EPOCH. �I + WINO H LL NCORPORATED 199 MARK REVISIONS APPR DATE i DESIGNED BY SUBMI E ,BY CITY OF CHINO HILLS ENGINEERING DIVISION ICHECKED BY APPROVED BY ( 1(e. ___ E o. ‘40/0? JOE DYER, �� Y /�NADEEM MAJAJ, DIR. JP6B/ WORKS DATE l RCE 44552, EXP. 3/31 /20 4kSST. CITY WEER RCE 311626 DA E STREET IMPROVEMENTS TITLE SHEET W.O. No. CIP No. PROJECT No. S19005 SHT. 1 OF 11 45/328 70' 700 7 co cG7 L=22.02' (IC 10+00 10+22.84 ECR PIPELINEAVENLJE II 1, II I I I II III I I 1 1 1 I I I 1 I I 1 I 1 11 I II I II I II 1 11 1 co II = I_ CV 25' ; ;I, 25' III CURB CURVE DATA I I1 L �I A=87'00'01 PIPELINE AVENUE R==211 °� 25' II 1,12 I I1 11 I 11 I II I1 II 11 I I' I I 1 II ,11 1 11 Tr- wr_ roar la Is -pailwe, a PLANS PREPARED BY: R-0 91%- R=0.5f1 4107 CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX 11+00 CONSTRUCTION NOTES =0.61 R=0.64% EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NC. 109. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND CUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109 MODIFIED FOR SLOPING GUTTER PER DETAIL ON SHEET 5. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF CHINO HILLS STD. DWG. 116, MODIFIED FROM BACK OF CURB TO PROPERTY LINE PER TYPICAL SECTIONS AND DETAILS ON PLANS SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONST. 4" THK. CONCRETE SIDEWALK PER CITY OF CHINO HILLS STD. PLAN 107. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT CONC. ACCESS RAMPS PER CALTRANS DRAWING RSP A88A. GRIND EXISTING AC PAVEMENT 1-1/2". CONST. VARIABLE HEIGHT RETAINING WALL PER DETAIL ON SHEET 5. 1+LJJ4YLJJLYL J/t—�KLJJL�J F r El 4116 4122 ir- nr - �JI - t-=+7rr-ram L -_ 12+00 4132 . LC) . • { ( n l.—Yi.JJLIJLJJLdJ1.JJL�JI.ILJJLJJL.'ILJJLJ.�LJJ��iLJJ4—�'LJJLJII, -- --7—•c'�a<r`JG.G� e11�1i='�'1.7J s'l.� cT w�' • - CV DO VJ B PROFILE CO N• 13+00 cri + R=0.36% C• n + Ln CONSTRUCT 3" AC PAVEMENT. CONST. VARIABLE THICKNESS AC OVERLAY SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL TO A DEPTH REQUIRED FOR FULL STRUCTURAL SECTION PER PLAN AND INSTALL 4" AGGREGATE BASE. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" PCC PAVEMENT FROM END OF NEW DRIVEWAY TO JOIN EXISTING DRIVEWAY ON PROPERTY. REMOVE, SALVAGE AND REINSTALL SIGN. REMOVE AND REPLACE EXISTING MAILBOX. RELOCATE FIRE HYDRANT PER CITY OF CHINO HILLS STD. DWG. NO. W-9. ADJUST EXISTING WATER METER BOX TO FINAL GRADE. ADJUST EXISTING SEWER MANHOLE TO FINAL GRADE ADJUST EXISTING WATER VALVE TO FINAL GRADE. RESTORE AND RE -PAINT STOP LEGEND AND LIMIT LINE. 4115 BENCH MARK: 00 4121 74-3-2 ELEV. 713.706 FT, BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 F 4131 BASIS OF BEARINGS: JOIN(TYR) 4137 4138 4146 ----"-17'-�+L� uT�;31r`err.—✓L..iJL�J�...ii�l7—ale1'�.�!_JJe—.Yl..r! '1 I }C w P GIR D AVENUE B THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. 4145 re. bop NO INCORPORATED 3 CCI X 0 MARK L •r F 'y 74' .II 4151 • 4154 .r, • REVISIONS i .94 + •41- 14+00 4160 4153 ARRR DATE 0 co CV DISPOSITION NOTES B. D. H 4162 EXIST. BLOCK WALL / W.I. FENCE EXIST. CHAIN LINK / WOOD FENCE PROTECT IN PLACE RELOCATE SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS REMOVE 4168 orn CND 4167 + N- 15+00 111 4176 15 C. 4184 fp A— CIO 4.4 5' 10' 20' 40' DEL NORTE AVENUE • L FOr 25' 16+00.02 INTER 4 EA I II I II I II I II I II 15502 ii[I 5' 25 il-: 16' DO_ NO' RTE Al'i,rijilE , UE CITY OF CHINO HILLS ENGINEERING DIVISION %I/7 f it oil, JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE 50' W.O. No. STREET IMPROVEMENTS C1P GIRD AVENUE PROJECT No. 46/328 035 G04 683 S L=21.0' OC 10+00 L[ J N L=Z2.iT DO PIPELINE A\/ENULI I 1 11 I 1 Jl I II I I 11 11 11 11 11 IL ll I I 1 1 1 1 I I 1 I I I 1 11 II I1II II Il V 11 l III 11 1 11 11 I 11 I 11 I -I 1 II 1 1 11 I 11 I VII 22' F• co • r- 1 r�l • -I. II ?5^ • tr PIPELINE VENUE N O • ow co e + O 4116 .i� CURB CURVE DATA A=86'59' 14" R=15.00' L=22.77' 4107 —EX. F.S. PROFILE AT CENTERLINE 8 LO CV N TOPC3F.'LY CURB PP1OFILE 11+00 G04 CONSTRUCTION NOTES 1- z_ 0 tL a( 0z 0 �FS O co N 12+00 EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109 MODIFIED FOR SLOPING GUTTER PER DETAIL ON SHEET 5. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF CHINO HILLS STD. DWG. 116, MODIFIED FROM BACK OF CURB TO PROPERTY LINE PER TYPICAL SECTIONS AND DETAILS ON PLANS EXCAVATE AND CONSTRUCT RETAINING CURB 16" MAXIMUM HEIGHT AT BACK OF WALK PER DETAIL ON SHEET 5. INSTALL BROOKS BOX NO. 2424 OR EQUAL; MODIFY EXISTING ROCK GUTTER TO CREATE INLET BASIN. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONST. 4" THK, CONCRETE SIDEWALK PER CITY OF CHINO HILLS STD. PLAN 107. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT CONC. ACCESS RAMPS PER CALTRANS DRAWING RSP A88A. GRIND EXISTING AC PAVEMENT 1-1/2". CONSTRUCT 3" AC PAVEMENT. 4116 7 ;l 0 Lam/ 'T l - •11-�.'L� r 0 Ir') gW. • SWING CATE 4115 1'+ 0® i 1 _/\ 4122 l-.1r li- II:�L_JLJL�'1Jl, I �y, roIn• 4121 �'. N86'22'30"E i L JI_:11 J1L A SWING GATE C 4130 • 12 JOIN(T'P) &ti .n• • ' • -14 /.-llrt1l�.lL 4131 EX. F.a. PROFILE AT CENTERLINE TOP OF SLY CURB PROFILE O O• 13+00 CONST. VARIABLE THICKNESS AC PAVEMENT OVERLAY. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL TO A DEPTH REQUIRED FOR FULL STRUCTURAL SECTION PER PLAN AND INSTALL 4" AGGREGATE BASE. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" PCC PAVEMENT FROM END OF NEW DRIVEWAY TO J0IN EXISTING DRIVEWAY ON PROPERTY. ADJUST EXISTING GAS VALVE/VAULT TO FINISHED GRADE. INSTALL 3" PVC SCH. 40 UNDER SIDEWALK DRAIN TYPE A THRU CURB PER CITY OF CHINO HILLS STD. DWG. 206. REMOVE AND REPLACE EXISTING MAILBOX. RELOCATE FIRE HYDRANT PER CITY OF CHINO HILLS STD. DWG. NO. W-9. ADJUST EXISTING WATER METER BOX TO FINAL GRADE. ADJUST EXISTING SEWER MANHOLE TO FINAL GRADE. RESTORE AND RE -PAINT STOP LEGEND AND LIMIT LINE. 4138 4 4146 �: �'�+r-n-�Ir'n7r+lr"7r-r�r Rjr`1Jr-rr;rrrrr ll.'I/r^'l�r'�/r—rl '.�I LJ: LJi�s'LJI-; IL_.y`LJI=; fL Ji�J!!—nip • 1c1 4137 • 13 a, J011\0Y,,P): • T LC' 4143 4 / LUGO AVENUE • 4153 4158 i N • LAI co 14+00 • 682 CO co Cc' CI co DISPOSITION NOTES 4157 0 4163 A. DI EXIST. BLOCK WALL / W.I. FENCE EXIST. CHAIN LINK / WOOD FENCE PROTECT IN PLACE RELOCATE SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS REMOVE 4164 7-79 LLJ 4169 A. B. 0 a_ TOP OF PLY CUFfB PROFILE 4172 • 15+00 4175 Levi 4180 —AT CENTERLINE T. 4183 4186 CURB CURVE DATA A=92'59'26" L=24.34' C CURVE DATA R=367.74' r. INATURAL CO 50 682 4194 15+99.99 INTER 40' DEL NORTE AVENUE PLANS PREPARED BY: CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX BENCH MARK: 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. wf • CITY OF CHINO HILL INCORPORATED 190 REVISIONS CITY OF CHINO HILLS ENGINEERING DIVISION I CHECKED BY DESIGNED BY SUBMITTE BY ise JOE DYER, ASST. CIlY ENGINEER RCE 31626 DATE STREET IMPROVEMENTS LUGO AVENUE CIP No. PROJECT No MARK APPR DATE 47/328 s-7') 670 672 670 ••tip cl� tir ✓ U��qr A 4 1 4 Qa Lin 0 CO LZ 2 4.35' S' • 1 '}+4n.5n FV[: FA ' VC, PV1=674 09 cl'o 's?'r / r + U ,-TAN.f 0.367 R-1.07% o ▪ r Cn CNt rn 10+00 PIPELINE AVENUE,' 11, �11 11 !, 1 11, 111 11, 11 !1 11 111 11 1 lr 11 , 1 1 11 1 /1 1 1, 1, II / It 1 11 1 II 1 1, 1 1, 1 1 111 1,l 1 11 (670) ! 1 11 17 1 1 1f ! 1111 1 I 11 11, if' 1 111 / 1 1 11 1!I 10+00.00 CI_ INTER - 1 1 1 1 171 PIPELINE AVENUE PLANS PREPARED BY: c l CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX .114.1011111.111 Nc CURB CURVE DATA A=76.34' 14" R=15.00' L=20.05' 4110 11111.111. -w I �r 1 ....!,' 7 13-,.........i....., i. _....... iiL •..., . r. , • I� , . 1. 4109 1 1 1 "I I 4111 gII� 11+00 TOP OF SLY CURB PROFILE LA CO r CV T.0 Lf7 Li) N p + N COCV 12+40 50 Evc 30' V.C. >f F'UI=670.53 12+00 CONSTRUCTION NOTES LO EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109 MODIFIED FOR SLOPING GUTTER PER DETAIL ON SHEET 5, SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF CHINO HILLS STD. DWG. 116, MODIFIED FROM BACK OF CURB TO PROPERTY LINE PER TYPICAL SECTIONS AND DETAILS ON PLANS SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONST. 4" THK. CONCRETE SIDEWALK PER CITY OF CHINO HILLS STD. PLAN 107. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT CONC. ACCESS RAMPS PER CALTRANS DRAWING RSP A88A. GRIND EXISTING AC PAVEMENT 1-1/2". CONST. VARIABLE HEIGHT RETAINING WALL PER DETAIL ON SHEET 5. CONSTRUCT 3" AC PAVEMENT. CONST. VARIABLE THICKNESS AC OVERLAY rnl�r�r�r+ TELE UH LC7 9 N ]1'Or'prTjr�F�Tr•-��r 1N col o66 BENCH MARK: 4120 4125 4130 1 - EX. F.S. PROFILE AT CENTERLINE o m • 4154 0 13+00 0 COCO + CO 0 0 JG 14+00 SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL TO A DEPTH REQUIRED FOR FULL STRUCTURAL SECTION PER PLAN AND INSTALL 4" AGGREGATE BASE. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" PCC PAVEMENT FROM END OF NEW DRIVEWAY TO JOIN EXISTING DRIVEWAY ON PROPERTY. ADJUST EXISTING GAS VALVE/VAULT TO FINISHED GRADE. INSTALL 3" PVC SCH. 40 UNDER SIDEWALK DRAIN TYPE A THRU CURB PER CITY OF CHINO HILLS STD. DWG. 206. ADJUST EXISTING WATER METER BOX TO FINAL GRADE. ADJUST EXISTING SEWER MANHOLE TO FINAL GRADE. ADJUST EXISTING WATER VALVE TO FINAL GRADE RESTORE AND RE -PAINT STOP LEGEND AND LIMIT LINE. 1 . l le M r°-r/r-err-rs- rrr, 1y?-7- 12 N75`57'30"E r; Ir-Af=Ad=s1=W=IL3r- ram- C 11: �'rr,.`t-71r an'r. 1la.-�..��.�...rL.,rl�,tiu4..Jre� ... r[ �.r[ r_ "7:11,..41i_.JrLJIL_d1..,rt_d1,L1lLA,L.en_..rlL, ` 1 4+,--i1 d X JJ f 4158 4162 - EX. F.S. PROFILE AT CENTERLINE TOP OF SLY CURB PROFILE R=0.63% N + iN rCAD R= 3.28% Ln CID 6 DISPOSITION NOTES A. u D. E. 4170 EXIST. BLOCK WALL / W.I. FENCE EXIST. CHAIN LINK / WOOD FENCE PROTECT IN PLACE RELOCATE SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL 4174 - 111 ,fir �p � "14 4135 EL MOLI\IOAVENUE 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: THE BEARING OF NORTH 0.21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. ITY 4 HIN INCORPORATED HILLS 1991 MARK I JOIN(TYP) 1 a 4157 -'L REVISIONS LLJ APPR DATE gri SLIDING 2 GATE 4165 LLJ 15+00 0.-770 4169 CITY OF CHINO HILLS ENGINEERING DIVISION ICHECKED BY JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE Lu reED 15 4180 4181 662 STREET IMPROVEMENTS EL MOLINO AVENUE 40' CIP No. PROJECT No S14009 48/328 -664 -660 "/.92t o � -60 15+00 DISPOSITION NOTES FA] EXIST. BLOCK WALL / W.I. FENCE P. SLIDING GATE 4169 B. C. EXIST. CHAIN LINK / WOOD FENCE PROTECT IN PLACE RELOCATE SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL JOIN(TYP) j of Tr L5 Z WSJ 4174 = I 2 CO '- WI CORM p1,r - EX. F.S. PROFILE AT CENTERLINE TOP OF SLY CURB PROFILE 4180 l^�lr'ilr 1-77r �lr- 17,-, !- "71!"1lT'T/ 7�y'-17r-V 11r-v "7r'? t 7t 4171 Q SLIDING GATE 4181 —W, -� 1 16+00 4192 5' 10' 20' SCALE: 1 "=20' 121 -_ gin1r'.,1r''7r'",ll• 11-IILJlL�ii 18 SWING GATE 4189 0 16' — (6405'57'30"E—� — — 1 1 1 EL \4OLI'JO AVENUE 1l 15400 csi 40' \,, L=22.34' OC 17+00 664 L 660 MONTECITO AVENUE 25' 501 25' I I 4198 CCU t 2 7 1 z ,r lr-+fr-fir-1` L.J/✓/LJILJILI� c 6b�1/42 4214 17 ►Y^ I -- N8`2'30'E —� . CURB CURVE DATA A=85'20'35" R=15' L=22.34' 1 1 25' 25' MONTECITO AVENUE • 15401 664 660 CD #4 © 12" O/C NOTE: SEE PIPE ENTRY STEEL DETAIL HEREON co Q c, FINISH GRADE OVER PIPE I I —III —I I =1 I I —I ! I—III—III=1 I I=1 11= =1.I II 1 II —II II II II 11-I 11-I 11-I 1-I 11-1 11-111-1 ! 1-1 1= — — . 30"HDH_ . 655.50 INV. (S=0.0050) #4 © 12" 0/C 3'-0" NO SCALE PROFILE SECTION • DENOTES 1#4 BAR CONTINUOUS FOR CONSTRUCTION NOTES, SEE SHEET 6. CONSTRUCTION NOTES EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" CONC. CURB AND GUTTER PER CITY OF CHINO HILLS STD. DWG. NO. 109 MODIFIED FOR SLOPING GUTTER PER DETAIL ON SHEET 5. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF CHINO HILLS STD. DWG. 116, MODIFIED FROM BACK OF CURB TO PROPERTY LINE PER TYPICAL SECTIONS AND DETAILS ON PLANS SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONST. 4" THK. CONCRETE SIDEWALK PER CITY OF CHINO HILLS STD. PLAN 107. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT CONC. ACCESS RAMPS PER CALTRANS DRAWING RSP A88A. GRIND EXISTING AC PAVEMENT 1-1/2". CONSTRUCT 3" AC PAVEMENT. CONST. VARIABLE THICKNESS AC PAVEMENT OVERLAY. SAWCUT, EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL TO A DEPTH REQUIRED FOR FULL STRUCTURAL SECTION PER PLAN AND INSTALL 4" AGGREGATE BASE. EXCAVATE AND REMOVE UNCLASSIFIED MATERIAL AND CONSTRUCT 6" PCC PAVEMENT FROM END OF NEW DRIVEWAY TO JOIN EXISTING DRIVEWAY ON PROPERTY. ADJUST EXISTING GAS VALVE/VAULT TO FINISHED GRADE. INSTALL 3" PVC SCH. 40 UNDER SIDEWALK DRAIN TYPE A THRU CURB PER CITY OF CHINO HILLS STD. DWG. 206. ADJUST EXISTING WATER METER BOX TO FINAL GRADE. ADJUST EXISTING WATER VALVE TO FINAL GRADE 1—#4 BAR AT 16" 0/C FIN.GRADE FIN,GRADE 1 24" 1 NC SCALE RETAINING WALL DETAIL . DENOTES 1—#4 BAR CONTINUOUS SIDEWALK WIDTH PER PLAN 1-4BAR CONTINUOUS III -III -III -III -III -III -III -III -III III -III I 1I— I— I —I I— !— I— 1 I— I— 1— L— l I—r— I 8" NO SCALE ' TOP OF HEADWALL 3"OVERLAP\ (TYPjZ ..\. ,i4M1 / N v NO SCALE PLAN VIEW A •-III III III III III III III ill III III III III 1-111-111-1—111-111=11-1 I —1—11-11=11-11-11 Ti1 11 11 1 1 1 k 1, 11 1T 711 111 1 -11 t, 1T11 1� 1 HIT 1T; 71 1, NOTE: ALL STEEL REINFORCEMENT SHALL BE 1—#4 BAR, GR. 60. NO SCALSTE PIPE ENTRY EEL DETAIL a r� �12" THK. CONC. HEADWALL z " 16 1—#4 BAR / CONTINUOUS e I { -I A a . - A - 4 - A cO 16" RETAINING CURB 18" 1 112\ 251/2" 6" 6" CURB W/ SLOPING GUTTER PLANS PREPARED BY: CITY OF CHINO F—i I LLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX BENCH MARK: 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. HIN INCORPORATED HI 1 MARK REVISIONS CITY OF CHINO HILLS ENGINEERING DIVISION DESIGNED BY 1 D N BY I CHECKED BY RAAB 2 t SUBMI B R E o. APPR DATE JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE STREET IMPROVEMENTS EL MOL1NO AVENUE W.O. No. CIP No. PROTECT No. S14009 SHT. 5 OF 11 49/328 PLANS PREPARED BY: / / / 1 GIRD AVENUE 667 665 663 1I I I I EX. 24' RN' I I -1 I I 10+00 veNve agoA / / CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX EX.W.V. EX.W.V. Ex.W.v. 1 1 L w BENCH MARK: 04. A- - ROIX. F.G. AT TRAIL LIMITS OF CONSTRUCTION C. C. IL LIMITS OF CONSTRUCTION 1 4354 EX. BLOCK WALL 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 11+00 4358 4360 NATURL GROUND AT FLOWLINE RE -GRADED EX. CHAIN LINK FENCE U2,12-2 VERDE BASIS OF BEARINGS: LLJ C]L1 12+00 —.— .. ' �. .. w 0 1 1 EL Ci- w RUCTION NOTS 4" D.G. WALKING PATH SITE GRADING INSTALL RIP RAP FOR SLOPE PROTECTION (RIP —RAP TO BE PROVIDED BY CITY) 4417 VACANT THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. DAYLIGHT EX. CHAIN LINK FENCE LLJ 4423 F. 13+00 DISPOSITION NOTES T. MARK D. F. F. EXIST. BLOCK WALL / W.I. FENCE EXIST. CHAIN LINK / WOOD FENCE PROTECT IN PLACE RELOCATE SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS REMOVE REVISIONS eci LLJ 141-00.0 CHANNEL FL PROFIL NATURAL GROUND A FLOWLIN RE -GRADED ClIANNEL BOTTOM PRO 14+00 ..k/GC) pieWs APPR DATE VACANT 4346 ILE LID Li. • -\\:\-- EX. CHAIN LINK FENCE CITY OF CHINO HILLS ENGINEERING DYSON DESIGNED BY D WN BY I CHECKED BY SUBMITT OERIP-67— JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE 15+00 VACANT 15+03.45 MATCHLINE 111N PLASTER WALL 12* \ C. 4465 VAL VERDE WALKING PATH 667 665 art- CIP No. PROJECT No. S19005 40' 50/328 I I I 2W 2 U} 15+00 VACANT 15+03.45 MATCHLINE 1 4346 PLANS PREPARED BY: APPRO . F.G. AT TRAIL. rHc,iriL fN,TURAL GR(d1ND AT E N� EX.24'CMP FLOWLINE E-GRADED M rc1 EX. CHAIN UNK FENCE (LEANING) CITY OF CH1N0 HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX 16+00 VACANT ICJ rl EX.W00D AND BLOCK PILASTER WALL 4465 BENCH MARK: Prg 17+00 LOS SERRANOS BLVD. 80' 1 40' EXIST. POLE FENCING C. J en • nCNI C. 40' q r 40' I 40' LOS SERRANOS BLVD. 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: FLOWLIN RE-G C -IAEE RAKED NATURAL ROUND AT L EX.FH 1 THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. C. 4464 4466 18+00 i:HINIJ INCGRPORATCLi NIA: cie-fkoe F CZ: Cn EXIST. POWER ce REVISIONS PPRO : F.G. AT TRAIL PROFILE 19+00 ..,j 659 — 33 15582 --n • COIWRY CLUB DRIVE , LL. LJ — — r 2.0144J LJ CONSTRUCTION NOTES CONST. 4 D.G. WALKING PATH SITE GRADING JOIN EXISTING 30" HDPE AND EXTEND SAME FOR 15' ADDITIONAL. INSTALL RIP RAP FOR SLOPE PROTECTION (RIP -RAP TO BE PROVIDED BY CITY) CONST. 12” THICK CONCRETE HEADWALL PER DETAIL SHEET 5 LIMITS OF CONSTRUCTION 15600 20+00 ----- 661 659 657 C UNTRY ?LUB DRI 5' I� 25' 1.—...., 25'I. 0 I I EXIST. 301HDPE I LIMITS OF CONSTRUCTION i EX.YN ENV EX.e1 �-I 25 7"� 25 ~k I COUNTRY yLUB DRIVE 1 :1 CITY OF CHINO HILLS ENGINEERING DIVISION DESIGNED BY DR I CHECKED BY M. SUBMI EBYRCE No. JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE 5Q' W 21+00 10' WALKING PATH LEVEL R I r 11 r!T—EX.6'BLOCK WALL fl PIN.GRADE LI LJ LJ I cNAT. GROUND 1 LI 40' OVER -EXCAVATION AND RECOMPACTION TO 90% REL.DENSITY NO SCALE SECTION A -A LEGEND ----I658 ---- VAL VERDE WALKING PATH CENTERLINE OF RIGHT OF WAY PROPERTY LINE / RIGHT OF WAY LINE DAYLIGHT LINE / GRADING LIMITS EXISTING CONTOUR IJNE PROPOSED CONTOUR LINE EDGE OF EXISTING PAVEMENT EXIST. FLOW PATTERN W.O. No. CIP No. PROJECT No. S19005 SHT. 7 OF 11 MARK APPR DATE 51/328 PIPELINEAVENUE 1 . 11 II I I I 11 I. II I II 1 II II 1 1 1 I li I 11 1 II I 111II 11 I II I II I I , I I 1 1 I I I I I I kl 1 ,I 11 1 II I 11 1 11 1 II I II I 11 I II I II I I, 1 II I 11 I II I II 1 ,j II ,11 I II - 25' 11 I I 1,I I 11 { t1 10+00.00 CE INTER I I II I II 1 1 I II I II 1 I II 1 I u i PIPELINE AVENUE Ft- -�/r— _ II Ifr- eli 7Nr Tr =rr W Y� 71r...rr- L - 1. — 1.r ..... L,�.. fir— — —�> �� —ram --ram=7=__ PLANS PREPARED BY: CV I— Q1.7 I r ®o CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX dull ululr�fufulrJlL_//e_ 11ulr�lu/r rlulululufr— ,lulufulu/u/ I/t_ _ �-ra ?yT;.-- {iL ` J J '1 BENCH MARK: 7--1/7,1771,—L DISPOSITION NOTES A. EXIST. BLOCK WALL / W.I. FENCE EXIST. CHAIN LiNK / WOOD FENCE n PROTECT IN PLACE RELOCATE D. — • -. r1r 7/,-t� -. N A di //r _„lu/u/u/L..J/L JIU uIr ,lulr I - �` o� r I - ,9i'lt r >e 74-3-2 ELEV. 713.706 FT, BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 N rr BASIS OF BEARINGS: � l lulululuh d1_411 dL .11_0 • A 30. i SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS REMOVE 1/u/ J11 11L rIL r/L rlr_.JluluLuleL( a1 "I GIRD AVE'JUE THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. CONSTRUCTION NOTES INSTALL NEW LED STREET LIGHT POLE AND FOUNDATION PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407, 409 AND 410. INSTALL 1 1/2" PVC (SCHEDULE 40) CONDUIT W/ 3 - 118 WIRE CONDUCTORS, 18" COVER IN PARKWAYS, 24" COVER IN PAVING. INSTALL MEYERS PANEL AND FOUNDATION (UNMETERED SERVICE PEDESTAL) PER CITY OF CHINO HILLS STD. 410 INCLUDING 3" PVC (SCHEDULE 40) FROM MEYERS PANEL TO S.C.EDISON SERVICE FEED POINT PER APPROVED EDISON WORK ORDER DRAWINGS. INSTALL BROOKS NO. 28 PULLBOX STAMPED "CHINO HILLS STREET LIGHTING" PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407. ® i-t 77Jr11r r,, N r m13-* _ 1 lull�/�rlulL REVISIONS J W C/1 30. 1oali MARK 247 N e /n1r�/,—ryr/ram/r—�lr- �/nlr�/r�1�r/r�/r�fra/r-r/r-yr-rJr—r/n/ram/r�1r-,/r`�/ter/�+lr� "urL J1 _I/ .7• APPR DATE i r/L '11- r/,7 1.6_ 1/L 11u 1fL-1. DESIGNED BY ., SU:MI p BY Y 15 1- —,/ru/uJ<J!L_rlu-rIL 11.0 ,11-ah- JII. J1i.---jIL.'I+_.-�\ Iy ; �, J LY / /-4/r—.,�/ /,_41 /l,.,li,,iw ..1\ C4 A ,r,. ,e ,r 1 1l a ri y - 32 ▪ / - - - 3 i J :1 .y 4' e CITY OF CHINO HILLS ENGINEERING DIVISION BY RAAB ICHECKED BY JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE F. — I.— . 33. 10+00 MEYER'S PANEL EX. TREE (4) CUT STUMPS FLUSH EX.TREE S.C.EDISION SERVICE FEED PONT 4 i D' 10' 20' SCALE: 1 "=20' 40' DEL NORTE AVENUE a�1r-Ilr-rl 1�/n1n1r1 16+00.02 INTER I 11 I II II I 1I 111 1 f II 111 I II I II II 11 I II 111 II Iq 1,I 111 11 I I 111 111 1 I I 111 11 I I I I II 11 IE 1J III II 111 111 111 1 111 I .Ill III 111 III 111 111 111 ➢1 1 II I 25'I' II Ih 111 DL NCRtE A\E$.'UE II 11 STREET LIGHTING PLAN GIRD AVENUE W.O. No. CIP No. PROJECTNo. �14 0 09 SHT. 8 OF 11 NCORPORAT D 52/328 PIPELINE it^tVENUL. 22' S.C.EDISION SERVICE FEED PONT 22' ml, I 25' P1PELINE 4VENUE PLANS PREPARED BY: C7 W 30. CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX A T CONSTRUCTION NOTES INSTALL NEW LED STREET LIGHT POLE AND FOUNDATION PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407, 409 AND 410. INSTALL 1 1/2" PVC (SCHEDULE 40) CONDUIT W/ 3 — #8 WIRE CONDUCTORS, 18" COVER IN PARKWAYS, 24" COVER IN PAVING. INSTALL MEYERS PANEL AND FOUNDATION (UNMETERED SERVICE PEDESTAL) PER CITY OF CHINO HILLS STD. 410 INCLUDING 3" PVC (SCHEDULE 40) FROM MEYERS PANEL TO S.C.EDISON SERVICE FEED POINT PER APPROVED EDISON WORK ORDER DRAWINGS. INSTALL BROOKS NO. 28 PULLBOX STAMPED "CHINO HILLS STREET LIGHTING" PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407. I I I I I 1 A u) BENCH MARK: 11 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 I 12 BASIS OF BEARINGS: C' J L1 W DISPOSITION NOTES A. B. C. D. I`•! i A A EXIST. BLOCK WALL / W.I. FENCE EXIST. CHAIN LINK / WOOD FENCE PROTECT IN PLACE RELOCATE SAWCUT, REMOVE AND DISPOSE EXISTING AC PAVEMENT, CONCRETE, DECORATIVE PAVING & BRICK PAVERS REMOVE 13 LUGO AVENUE THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. OF CHINO LL INCORPORATED 199 MARK REVISIONS APPR DATE 14 CITY OF CHINO HILLS ENGINEERING DIVISION DESIGNED BY D AWp Y %-} MB SUBMITT fa BY ICHECKED BY 41967— JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE 15 v1 C' 5' 10' 20' SCALE: 1 "=2C' L m 15+99.99 Q INTER 40' I I 25' I 25' 50' DEL NORTE AVENUE STREET LIGHTING PLAN LUGO AVENUE W.O. No. OP No. PROJECT No. S14009 SHT. 9 OF 11 53/328 PIPELINE AVENUE,' / / 33' / / PIPELINE AVENUE PLANS PREPARED BY: CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHINO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX 30. BENCH MARK: 11 CV CV CONSTRUCTION NOTES 30, INSTALL NEW LED STREET LIGHT POLE AND FOUNDATION PER CITY OF CHINO HILLS STANDARD DRAWING NO, 407, 409 AND 410. INSTALL 1 1/2" PVC (SCHEDULE 40) CONDUIT W/ 3 - #8 WIRE CONDUCTORS, 18" COVER IN PARKWAYS, 24" COVER IN PAVING. INSTALL BROOKS NO. 28 PULLBOX STAMPED "CHINO HILLS STREET LIGHTING" PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407. 12 0 © I 30. EL MOLI'JO AVENUE 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOCK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. MIN INCORPORATED HILL 199 13 REVISIONS 0 00 i 0 14 ir A CITY OF CHINO HILLS ENGINEERING DIVISION ICHECKED BY R E a. JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE 15 J 10' 20' SCALE: 1"=20' STREET LIGHTING PLAN EL MOLINO AVENUE 40' W.O. No. GYP No. PROJECT No. S14009 SHT. 10 OF 11 MARK APPR DATE 54/328 -4 SEE SHEET 9 15 MATCHLINE I I Cr) 16 EL MOLINO AVENUE A 12+43=16+68 ST.STA. MONTECIO AVENUE i I 25 MONTECITO AVENUE 25' 501 I�- 25' I l I I I i CONTRACTOR TO ADD CIRCUIT FOR NEW ST. LIGHTS 10+00.0 EX MEYERS PANEL EX.POWER POLE EXIST. S.C.EDISION SERVICE FEED PONT 11+39 PULL BOX c\1 10' 20' SCALE: 1 "=20' 40' CONSTRUCTION NOTES INSTALL NEW LED STREET LIGHT POLE AND FOUNDATION PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407, 409 AND 410. INSTALL 1 1/2" PVC (SCHEDULE 40) CONDUIT W/ 3 — #8 WIRE CONDUCTORS, 18" COVER IN PARKWAYS, 24" COVER IN PAVING. INSTALL BROOKS NO. 28 PULLBOX STAMPED "CHINO HILLS STREET LIGHTING" PER CITY OF CHINO HILLS STANDARD DRAWING NO. 407. PLANS PREPARED BY: CITY OF CHINO HILLS ENGINEERING DIVISION 14000 CITY CENTER DRIVE CHNO HILLS, CA 91709-4868 (909) 364-2770 (909) 364-2791 FAX BENCH MARK: 74-3-2 ELEV. 713.706 FT. BRASS DISK ON TOP OF CURB MARKED 74-3-2, 1980, LOCATED AT THE SOUTHWEST CORNER OF PIPELINE AVENUE AND VALLE VISTA DRIVE, IN THE SOUTHERLY CURB RETURN. NAVD 88 BASIS OF BEARINGS: THE BEARING OF NORTH 0'21'22" WEST FOR THE CENTERLINE OF PIPELINE AVENUE, AS SHOWN ON PARCEL MAP NO. 1566, RECORDED IN BOOK 14 PAGE 19 OF PARCEL MAPS, RECORDSW OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. I1Y OF CHINO HI INCORPORATED 10fl REVISIONS CITY OF CHINO HILLS ENGINEERING DIVISION ICHECKED BY RE o. JOE DYER, ASST. CITY ENGINEER RCE 31626 DATE STREET LIGHTING PLAN EL MOLINO AVENUE W.O. No. CIP No. PROJECT No. S 14009 SHT. 11 OF 11 MARK APPR DATE 55/328 CITY OF CHINO HILLS NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND SPECIAL PROVISIONS FOR CONSTRUCTION OF THE LOS SERRANOS INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 IN THE CITY OF CHINO HILLS, CALIFORNIA CITY OF CHINO HILLS INCORCORATRD (City Council Meeting /PS&E Approval Date) June 25, 2019 Prepared By: City of Chino Hills Department of Public Works Engineering Division 56/328 CITY OF CHINO HILLS The Special Provisions contained herein have been prepared by, or under the direct supervision of, the following Engineer: Engineer: Mark L. Raab Title: Senior Civil Engineer Name of Firm: City of Chino Hills Registered Civil Engineer: C29616 Approved By: (SEAL) Nadeem Majaj, Drfect6r of Public Works/ City Engineer RCE 44552, exp. 03/31/20 ii 57/328 CITY OF CHINO HILLS NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND SPECIAL PROVISIONS Project No. S19005 TABLE OF CONTENTS PART I -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS 1.1 Notice Inviting Bids 1.2 Instructions to Bidders 1.3 Bid Documents 1.3.1 Bid (Proposal) 1.3.2 Bid Schedule 1.3.3 List of Subcontractors 1.3.4 Anti -Trust Claim 1.3.5 Non -collusion Affidavit 1.3.6 Bid Bond (Bid Security Form) 1.3.7 Bidder's General Information 1.3.8 Federal Requirements (CDBG) 1.4 Agreement and Bonds 1.4.1 Agreement Form 1.4.2 Worker's Compensation Certificate 1.4.3 Performance Bond 1.4.4 Payment Bond 1.4.5 Certificates of Insurance and Endorsement 1.4.6 Other Documents PART I1-- SPECIAL PROVISIONS 2.1 Section 1 - Terms, Definitions, Abbreviations, Symbols 2.2 Section 2 - Scope and Control of Work 2.3 Section 3 - Changes in Work 2.4 Section 4 - Control of Materials 2.5 Section 5 - Utilities 2.6 Section 6 - Prosecution, Progress, Acceptance of work 2.7 Section 7 - Responsibilities of the Contractor 2.8 Section 8 - Measurement and Payment 2.9 Section 9 - Construction Details PART III -- APPENDICES APPENDIX A — Standard Plans and Drawings APPENDIX B — Federal Provisions APPENDIX C — Federal Wage Determination APPENDIX D — Federal Forms APPENDIX E — Federal Posters APPENDIX F — CDBG Required Documents APPENDIX G — Construction and Demolition Recycling Requirements 58/328 CITY OF CHINO HILLS LOS SERRANOS INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 PART I - BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS 1.1 Notice Inviting Bids 1.2 Instructions to Bidders 1.3 Bid Documents 1.3.1 Bid (Proposal) 1.3.2 Bid Schedule 1.3.3 List of Subcontractors 1.3.4 Anti -Trust Claim 1.3.5 Non -Collusion Affidavit 1.3.6 Bid Bond (Bid Security Form) 1.3.7 Bidder's General Information 1.3.8 Federal Requirements 1.4 Agreement and Bonds 1.4.1 Agreement Form 1.4.2 Worker's Compensation Certificate 1.4.3 Performance Bond 1.4.4 Payment Bond 1.4.5 Certificates of Insurance & Endorsement 1.4.6 Other Documents **************** 59/328 CITY OF CHINO HILLS 1.1 NOTICE INVITING BIDS For construction of the LOS SERRANSO INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 1.1.1 NOTICE IS HEREBY GIVEN that sealed bids for the above entitled project will be received at the City Clerk's Office of the City of Chino Hills, 14000 City Center Drive, Chino Hills, California 91709 until 2:00 p.m. Pacific Time on Thursday, July 25, 2019, at which time they will be opened and read aloud. 1.1.2 DESCRIPTION OF THE WORK: The Work comprises, but is not limited to: mobilization; traffic control; clearing and grubbing, earthwork, excavation and grading; removal and disposal of unclassified material, sod, trees, vegetation, existing ac, concrete pavement, curb & gutter, brick, block or wood pilaster, block wall, chain link and wood fences; relocation of traffic sign/posts and mail boxes, water meters, fire hydrants; adjustment of utility vault/boxes, manhole frames and covers; construction of PCC sidewalks, PCC driveway aprons, PCC curb and gutter, curb drains, retaining walls, PCC curb ramps, PCC cross -gutters; site grading, rock embankment and slope toe protection, and decomposed granite (DG) paths; AC pavement overlay; restore landscaping and irrigation, signing and striping; installation of street light fixtures, conduits, service meter pedestals, pull boxes, and all other relative work. Said Work shall be diligently prosecuted to completion before the expiration of sixty (60) working days, from the date specified in the written Notice to Proceed to be issued by the City after award of contract. Per Section VI of City of Chino Hills Agreement, the City and Contractor agree that the sum of One Thousand Fifteen Hundred Dollars ($1,500.00) per calendar day is a reasonable sum to assess as damages to City by reason of the failure of Contractor to complete the Work within the time specified. 1.1.3 AWARD OF CONTRACT: (a) The City of Chino Hills reserves the right after opening bids to reject any or all bids, to waive any informality (non -responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder, as it may best serve the interest of the City of Chino Hills. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds, insurance, and Caltrans required documents. 60/328 1.1.4 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of ten (10) percent of the total bid price, payable to the City of Chino Hills. 1.1.5 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A or Class C8 Contractor's license at the time of submitting bids. 1.1.6 WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is available from the State of California Department of Industrial Relations web site: http://www.dir.ca.gov/OPRL/PWD/Southern.html. Furthermore, minimum wage rates as predetermined by the Department of Labor (Federal) at https://www.wdol.gov/dba.aspx apply to this project as well. If there is a difference between the minimum wage rates predetermined by the State of California or the Federal Department of Labor for similar classifications of labor, the Contractor and his subcontractors shall pay not less than the higher wage rate. THIS CONTRACT IS SUBJECT TO COMPLIANCE WITH DAVIS-BACON AND RELATED ACT REQUIREMENTS. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. 1.1.7 FUNDING AND REQUIREMENTS: This project is federally financed by the U.S. Department of Housing and Urban Development (24 CFR, Part 57), and subject to certain requirements including payment of Federal prevailing wages, compliance with "Section 3" Affirmative Action Requirements, "Buy America" provisions of the Surface Transportation Efficiency Act of 1991, state contract nondiscrimination and compliance requirements pursuant to Government Code Section 12990, Executive Order #11246 and others. Prospective bidders are required to make a "good faith effort" to meet "Section 3" goals. The "good faith effort" shall be documented on the forms titled, "City of Chino Hills - Section 3 Business Certification" which are found in the Section 1.3.8.6 — "Good Faith Effort" Forms of the project Specification. The form shall be submitted to the Citv along with the bid proposal. Contractor shall refer to Project Specification Section 1.2.19, Section1.3.8, and Appendices for additional information related to DBE and "Section 3" requirements. 1.1.8 AFFIRMATIVE ACTION: The City of Chino Hills hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority owned and women owned business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of sex, race, color, or national origin in consideration of award. 61/328 The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT - assisted contracts. 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 the recipient deems appropriate. 1.1.9 PUBLIC WORKS CONTRACTOR REGISTRATION REQUIREMENTS: Note that the Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§1725.5 and 1771.4, to be nonresponsive. 1.1.10 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. 1.1.11 MANDATORY PRE -BID MEETING: Prospective bidders are required to attend a pre -bid meeting which will be conducted by the City in the City Council Chambers on June 18, 2019 at 10:00 a.m. Failure to participate in the pre -bid meeting will render a bidder non -responsive. 1.1.12 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) Contract Documents may be inspected without charge at the Engineering Department, 14000 City Center Drive, Chino Hills, California 91709. (b) Complete sets of said Contract Documents may be purchased for thirty-five dollars ($35.00) per set and are obtainable from the Engineering Department, 14000 City Center Drive, Chino Hills, California 91709. No refund will be made of any charges for sets of Contract Documents. 1.1.13 ADDRESS AND MARKING OF BIDS: Bids may be mailed or delivered. The envelope enclosing the Bid shall be sealed and addressed to: City of Chino Hills Attention: City Clerk 14000 City Center Drive Chino Hills, California 91709 The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For...." followed by the title of the Project and the date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. 62/328 BY ORDER OF THE CITY COUNCIL, CITY OF CHINO HILLS, CALIFORNIA CHERYL BALZ, CITY CLERK Date: City of Chino Hills 63/328 CITY OF CHINO HILLS 1.2 INSTRUCTIONS TO BIDDERS 1.2.1 DEFINED TERMS: Terms used in these Instructions to Bidders and the Notice Inviting Bids and not defined herein shall have the meanings assigned to them in the General and Special Provisions. The term "Bidder" shall mean one who submits a Bid directly to the City of Chino Hills as distinct from a sub -bidder, who submits a Bid to a Bidder. The term "Engineer" shall be as defined in the Special Provisions. 1.2.2 COMPETENCY OF BIDDERS: In selecting the lowest responsive, responsible Bidder, consideration will be given not only to the financial standing of the Bidder, but also to the general competency of the Bidder for the performance of the Work covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "Bidder's General Information," bound herein. Except as otherwise provided under Public Contract Code §20103.5, no Bid for the Work will be accepted from a contractor who does not hold a valid contractor's license in the State of California for the classifications named in the Notice Inviting Bids at the time of opening Bids. 1.2.3 DISQUALIFICATION OF BIDDERS: More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If the City believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If the City believes that collusion exists among the Bidders, all Bids will be rejected. 1.2.4 BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE: (a) It is the responsibility of each Bidder before submitting a Bid to examine the Contract Documents thoroughly; visit the site to become familiar with local conditions that may affect cost, progress, or performance of the Work; consider federal, state, and local laws and regulations that may affect cost, progress, or performance of the Work; study and carefully correlate the Bidder's observations with the Contract Documents; and notify the Engineer of all conflicts, errors, or discrepancies noted in the Contract Documents. (b) Reference is made to the Special Provisions for identification of those reports of explorations and tests of subsurface conditions at the site which may have been utilized by the Engineer in the preparation of the Contract Documents. However, such reports are NOT a part of the Contract Documents. The interpretation of such technical data, including any interpolation or extrapolation thereof, together with non -technical data, interpretations, and opinions contained therein or the completeness thereof is the responsibility of the Bidder. (c) Copies of such reports and drawings will be made available for inspection by the City to any Bidder upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Special Provisions. (d) Subject to the provisions of Section 4215 of the California Government Code, information and data reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based upon information and data furnished to the 64/328 City and the Engineer by the owners of such underground utilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions. (e) Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground utilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in the Standard Specifications and Special Provisions. (f) Before submitting a Bid, each Bidder must, at Bidder's own expense, make or obtain any additional examinations and investigations which pertain to the physical conditions (surface, subsurface, and underground utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents. (g) Where feasible, upon request in advance, the City will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder shall fill all exploration and test holes made by the Bidder and shall repair damage, clean up, and restore the site to its former condition upon completion of such exploration. (h) The lands upon which the Work is to be performed, the rights -of -way and easements for access thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easement for permanent structures or permanent changes in existing structures will be obtained and paid for by the City unless otherwise provided in the Contract Documents. (i) The submittal of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Article; that without exception the Bid is premised upon performing the Work required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents; and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all the terms and conditions for performance of the Work. 1.2.5 INTERPRETATIONS: All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be resolved by the issuance of Addenda mailed or delivered to all parties recorded by the Engineer or the City as having received the Contract Documents. Questions received less than 7 days prior to the date of opening Bids may not be answered. Only questions that have been resolved by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal or contractual effect. 1.2.6 BID SECURITY, BONDS, AND INSURANCE: Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the City of Chino Hills and 65/328 shall be given as a guarantee that the Bidder, if awarded the Work, will enter into an Agreement with the City and will furnish the necessary insurance certificates, Payment Bond, and Performance Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the Standard Specifications or Special Provisions. In case of refusal or failure of the successful Bidder to enter into said Agreement, the check or Bid Bond, as the case may be, shall be forfeited to the City. If the Bidder elects to furnish a Bid Bond as its security, the Bidder shall use the Bid Bond form bound herein, or one conforming substantially to it in form. 1.2.7 RETURN OF BID SECURITY: Within 14 days after award of the Contract, the City will return all bid securities accompanying such of the Bids that are not considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompany. 1.2.8 BID FORM: The Bid shall be made on the Bid Schedule sheets bound herein. Unless otherwise provided in the Notice Inviting Bids, in the event there is more than one Bid Schedule, the Bidder may Bid on any individual schedule or on any combination of schedules. All bid items shall be properly filled out. Where so indicated in the Bid Documents, Bid price shall be shown in words and figures, and any conflict between the words and figures, the words shall govern. The envelope enclosing the sealed bids shall be plainly marked in the upper left-hand corner with the name and address of the Bidder and shall bear the words "BID FOR," followed by the title of the Contract Documents for the Work, the name of the "City of Chino Hills, Attention: City Clerk", the address where the bids are to be delivered or mailed to, and the date and hour of opening of bids. The Bid Security shall be enclosed in the same envelope with the Bid. 1.2.9 SUBMITTAL OF BIDS: The Bids shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time. Bids will not be accepted after the appointed time for opening of bids, no matter what the reason. 1.2.10 NON -RESPONSIVE BIDS: A non -responsive bid will be cause for rejection of the bid. A bid shall be considered non -responsive for the reasons including, but not limited to, the following: (a) The amount indicated for a unit price bid item does not equal the product of the unit price and the quantity listed. (b) If there are individual items in a bid schedule and the total bid does not equal the sum of the prices bid on the individual items. (c) The Contractor fails to list the percentage of work to be performed by subcontractors. (d) The percentage of work to be performed by subcontractors exceeds 30% of the total contract amount. (e) Other reasons as provided by applicable law. 1.2.11 QUANTITIES OF WORK: (a) The quantities of work or material stated in unit price items of the Bid are supplied only to give an indication of the general scope of the 66/328 Work; the City does not expressly or by implication agree that the actual amount of work or material will correspond therewith. (b) In the event of an increase or decrease in a bid item quantity of a unit price contract, the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit prices established for such work under the Contract Documents; provided, that on unit price contracts, increases of more than 25 percent, decreases of more than 25 percent, and eliminated items shall be adjusted as provided in Section 3 of the Standard Specifications and Special Provisions. 1.2.12 WITHDRAWAL OF BID: The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids. 1.2.13 MODIFICATIONS: Unauthorized modifications, conditions, limitations, or provisos attached to the Bid will render it informal and non -responsive and may cause its rejection. The completed Bid forms shall be without interlineation, alterations, or erasures. Oral, FAX, telegraphic, or telephone Bids or modifications will not be considered. 1.2.14 LIQUIDATED DAMAGES: Provisions for liquidated damages, if any, shall be as set forth in the Agreement and the provisions of the Special Provisions. 1.2.15 SUBSTITUTE OR "OR -EQUAL" ITEMS: The Work, if awarded, will be on the basis of materials and equipment described in the Drawings or specified in the Special Provisions without consideration of possible substitute or "or -equal" items. Whenever it is indicated in the Drawings or specified in the Special Provisions that a substitute or "or -equal" item of material or equipment may be furnished or used by the Contractor if acceptable to the Engineer, data substantiating a request for a substitution of "an equal" will not be considered by the Engineer until after the Effective Date of the Agreement. The procedure for submittal of any such application by the Contractor and consideration by the Engineer is set forth in Section 4 of the Standard Specifications and Special Provisions. 1.2.16 DIFFERING SITE CONDITIONS: The Contractor shall notify the Engineer of the following Work site conditions *hereinafter called "changed conditions"), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented the Contract Documents which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class II disposal site in accordance with the provisions of existing law. 67/328 The Engineer will investigate conditions which appear to be changed conditions. If the Engineer determines that the conditions are changed conditions and will material affect costs, a Change Order will be issued adjusting the compensation for such portion of the Work in accordance with 3-2.2. (Green Book) If the Engineer determines that the conditions are changed conditions and will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time in accordance with 6-6. (Green Book) If the Engineer determines that the conditions do not justify and adjustment in compensation, the Contractor will be so notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. If the Contractor disagrees with the decision, it may submit a written notice of potential claim to the Engineer before commencing the disputed work. In the event of such a dispute, the Contractor shall not be excused from any scheduled completion date provided by the Contract and shall proceed with all work to be performed under the Contract. However, the Contractor shall retain any and all rights provided by either the Contract or by law which pertain to the resolution of disputes and protests between the contracting parties. The Contractor shall proceed in accordance with 3-5. (Green Book) The Contractor's failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. 1.2.16 AWARD OF CONTRACT: Award of Contract, if it is awarded, will be based primarily on the lowest overall cost to the City, and will be made to a responsive, responsible Bidder whose Bid complies with all the requirements prescribed. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open, unless extended by mutual agreement of the bidders. Unless otherwise indicated, a single award will not be made for less than all the Bid Items of an individual Bid Schedule. In the event the Work is contained in more than one Bid Schedule, the City may award schedules individually or in combination. In the case of 2 or more Bid Schedules which are alternative to each other, only one of such alternative schedules will be awarded. 1.2.17 EXECUTION OF AGREEMENT: The Bidder to whom the proposed award is to be made shall execute a written Agreement with the City on the form of agreement provided within 10 calendar days after receipt of the Agreement form from the City. Once the award is made, the successful Bidder shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 10 calendar days after receipt of the notice of award from the City. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible bidder refuses or fails to execute the Agreement, the City may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the City may award the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest 68/328 Bidder to execute the Agreement, each such bidder's Bid Securities shall be likewise forfeited to the City. 1.2.18 WORKER'S COMPENSATION REQUIREMENT: The Bidder should be aware that in accordance with laws of the State of California, the Bidder will, if awarded the Contract, be required to secure the payment of compensation to its employees and execute the Worker's Compensation Certification. - END OF INSTRUCTIONS TO BIDDERS - 69/328 1.3 BID DOCUMENTS The following listed documents, identified in the lower right corner as "Bid Document", bound herein and reproduced on colored paper, shall be fully executed and submitted with the Bid prior to the time of the opening of Bids. 1.3.1 Bid (Proposal) 1.3.2 Bid Schedule(s) 1.3.3 List of Subcontractors 1.3.4 Anti -Trust Claim 1.3.5 Non -collusion Affidavit 1.3.6 Bid Bond (Bid Security Form) 1.3.7 Bidder's General Information 1.3.8 Federal Requirements Failure of a Bidder to fully execute and submit all of the listed documents with the Bid will render a Bid as non -responsive and subject to rejection. 70/328 1.3.1 B I D (PROPOSAL) BID TO: CITY OF CHINO HILLS, CALIFORNIA The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the City in the form included in the Contract Documents to perform the Work as specified or indicated in said Contract Documents entitled: LOS SERRANSO INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents, including the following Addenda (receipt of which is hereby acknowledged): Number 1 Date Number 2 Date Number 3 Date Number 4 Date Number 5 Date Number 6 Date Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, the site, the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress, or performance of the Work, and has made such independent investigations as Bidder deems necessary. 71/328 1.3.1 B I D (PROPOSAL) (Continued) In conformance with the current statutory requirements of California Labor Code Section 1860, et seq., the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non - collusion Affidavit, Bidder's General Information, and Bid Bond contained in these Bid Documents, said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s). Dated: Bidder: By: (Signature) Title: 72/328 LOS SERRANSO INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 BASE ITEMS Item Description Al MOBILIZATION A2 Provide TRAFFIC CONTROL No. Unit Unit Proposed Cost Cost 1 LS $ $ 1 LS $ $ Excavate and remove unclassified material and construct 6" CONCRETE 1A CURB AND GUTTER per City of Chino 504 LF $ $ Hills Std. Dwg. No. 109. Excavate and remove unclassified material and construct 6" CONCRETE 1B CURB AND GUTTER per City of Chino 1397 LF $ $ Hills Std. Dwg. No. 109, modified for sloping gutter Const. 4" Thk. Decomposed Granite Walking Path Sawcut, excavate and remove unclassified material and construct RESIDENTIAL DRIVEWAY per City of Chino Hills Std. Dwg. 116, modified from back of curb to property line per typical sections and details on plans. Excavate and construct RETAINING 4 CURB 16" maximum height at back of 42 LF $ $ walk. 2 3 120 CY $ $ 3441 SF $ $ Install Brooks Box No. 2424 or equal; 5 modify existing rock gutter to create basin 2 EA $ $ inlet 6 Sawcut, excavate and remove unclassified material and construct 4" THK. CONCRETE SIDEWALK per City of Chino Hills Std. Plan 107. 5500 SF $ $ 73/328 Sawcut, excavate, remove unclassified 7 material and construct ACCESS RAMPS 440 SF $ $ per Caltrans RSP A88A 8 Grind existing AC pavement 1-1/2". 9 Construct variable height RETAINING WALL 10 Construct 3" AC PAVEMENT 42,900 SF 442 SF 300 TON $ $ Construct variable thickness ac pavement 10A overlay 425 TON $ $ Sawcut, excavate and remove 11 unclassified material to a depth required $ $ for full structural section per plan and 395 TON install 4" AGGREGATE BASE. Excavate, remove unclassified material 12 and construct 6" PCC PAVEMENT from 5098 SF $ end of new driveway to join existing driveway on property. 13 Adjust existing Gas Valve / Vault to 2 EA $ $ finished grade Install 3" PVC SCH. 40 UNDER 14 SIDEWALK DRAIN Type A thru curb per 12 EA $ $ City of Chino Hills Std. Dwg. 206. 15 Remove, Salvage and Reinstall SIGN. 1 EA $ $ 16 Remove and replace existing MAILBOX 18 EA $ $ 17 Relocate FIRE HYDRANT per City of 2 EA $ $ Chino Hills Std. Dwg. No. W-9. 74/328 18 Adjust existing WATER METER BOX to final grade 19 Adjust existing SEWER MANHOLE to final grade 20 21 22 23 24 25 30 Adjust existing WATER VALVE to final grade. Restore and Re -paint Stop Legend and Limit Line Perform Site Grading as indicated on approved plans to achieve final grading contours noted thereon Join existing 30" HDPE pipe and extend same for 15' additional length Install rip -rap for slope protection (rip -rap to be provided by City) Const. 12" thk. Concrete headwall per detail on Sheet 5. Install new LED Street Light Pole and Foundation per City of Chino Hills Std. Drawing No. 407 and 409. 23 EA $ $ 6 EA $ $ 13 EA $ $ 3 EA $ $ 1 LS $ $ 30 LF $ $ 1 LS $ $ 1 LS $ $ 13 EA $ $ TOTAL OF BASE BID ITEMS (Al thru A2, 1-25, 30) OF THE BID SCHEDULE: $ (Price in figures) (Price in words) 75/328 1.3.2 UNIT PRICE BID SCHEDULE SCHEDULE OF PRICES FOR THE CONSTRUCTION OF THE: LOS SERRANSO INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 QUANTITIES OF WORK: The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right, after award, to increase or decrease the quantity of any unit price bid item, by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. Name of Bidder or Firm 76/328 1.3.3 LIST OF SUBCONTRACTORS INFORMATION REQUIRED OF BIDDER As required under Section 4100, et seq., of the Public Contract Code, the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words "and/or" will not be permitted. The Contractor shall perform, with its own organization, Contract work amounting to at least 30 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract. The amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. The City will identify any "Specialty Items" in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract unit price. This will be determined from information submitted by the Contractor and subject to approval by the Engineer. 1. Work to be Performed: Subcontractor's Name: Address: License No. % of Total Contract: Is the Subcontractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes ❑ No ❑ Subcontractor's DIR Registration No. Exp. Date: 2. Work to be Performed: % of Total Contract: Subcontractor's Name: Address: 77/328 1.3.3 LIST OF SUBCONTRACTORS INFORMATION REQUIRED OF BIDDER (Continued) License No. Is the Subcontractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes ❑ Subcontractor's DIR Registration No. 3. Work to be Performed: Subcontractor's Name: Address: License No. No ❑ Exp. Date: of Total Contract: Is the Subcontractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes ❑ Subcontractor's DIR Registration No. 4. Work to be Performed: Subcontractor's Name: Address: License No. No ❑ Exp. Date: of Total Contract: Is the Subcontractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes ❑ No ❑ Subcontractor's DIR Registration No. Exp. Date: 78/328 1.3.3 LIST OF SUBCONTRACTORS INFORMATION REQUIRED OF BIDDER (Continued) 5. Work to be Performed: Subcontractor's Name: Address: License No. % of Total Contract: Is the Subcontractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes ❑ Subcontractor's DIR Registration No. 6. Work to be Performed: Subcontractor's Name: Address: License No. No ❑ Exp. Date: % of Total Contract: Is the Subcontractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes ❑ No ❑ Subcontractor's DIR Registration No. Exp. Date: 79/328 1.3.4 ANTI-TRUST CLAIM In submitting a Bid to a public purchasing body, the Bidder offers and agrees that if the Bid is accepted, it will assign to the purchasing body 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. Section 15) or under the Cartwright Act (Chapter 2 of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, materials, or services by the Bidder for sale to the purchasing body pursuant to the Bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the Bidder. RESPECTFULLY SUBMITTED: Signature Address City, State, Zip Telephone (with area code) Title Date Contractor's License No. Type of License Federal I.D. No. (SEAL --if Bid is by a corporation) ATTEST 80/328 1.3.5 NON -COLLUSION AFFIDAVIT (Public Contract Code Section 7106) In accordance with Public Contract Code 7106, the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non -collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non - collusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 81/328 1.3.6 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety are hereby held and firmly bound unto the City of Chino Hills, a California General Law Municipal Corporation, as Owner in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this day of , 20. The Condition of the above obligation is such that whereas the Principal has submitted to the a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing for the NOW, THEREFORE, a. If said Bid shall be rejected, or b. If said Bid shall be accepted and the Principal shall execute and deliver, within ten (10) days after acceptance, a contract in the form attached hereto (properly completed in accordance with said Bid) and shall furnish a Bond for his/her faithful performance of said Contract and for the payment of all persons performing labor or furnishing materials in connection therewith, the required Insurance Certificates, 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 obligation of said Surety and its Bond shall be in no way impaired or affected by any extension of the time within which the City may accept such Bid; and said Surety does hereby waive notice of any such extension. In the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in such suit, including a reasonable attorney's fee to be fixed by the court. 82/328 1.3.6 BID BOND (page 2 of 3) 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 set forth above. Two Witnesses (If Individual): ATTEST (If Corporation): By Title (Corporate Seal) ATTEST: By Title (Corporate Seal) PRINCIPAL: By Title SURETY: By Title IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal grant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. 83/328 1.3.6 BID BOND (page 3 of 3) Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent or Representative in California if different from above) (Telephone Number of Surety and Agent or Representative in California) 84/328 1.3.7 BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non -responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street Address: 2. CONTRACTOR'S Telephone Number: Facsimile Number: 3. CONTRACTOR'S License: Primary Classification State License Number(s) Supplemental License Classifications 4. Is the Bidder/Contractor registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject Contractor's bid as nonresponsive]? Yes 0 No 0 Subcontractor's DIR Registration No. Exp. Date: 5. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety: Address: Surety Company Agent: Telephone Numbers: Agent Surety 6. Type of Firm (Individual, Partnership or Corporation): 85/328 1.3.7 BIDDER'S GENERAL INFORMATION (Continued) 7. Corporation organized under the laws of the State of: 8. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: 9. No. of years' experience as contractor in this specific type construction work: 10. List at least three related projects completed to date: a. Owner Address Contact Phone Project Class of Work Contract Amount Date Completed b. Owner Address Contact Phone Project Class of Work Contract Amount Date Completed 86/328 1.3.7 BIDDER'S GENERAL INFORMATION (Continued) c. Owner Address Contact Phone Project Class of Work Contract Amount Date Completed 11. List the name and title of the person who will supervise full-time the proposed work for your firm: 12. Is full-time supervisor an employee OR contract services ? 13. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. 87/328 1.3.8 Federal Requirements FEDERAL REQUIREMENTS AND RESTRICTIONS 1.3.8 Federal Requirements 1.3.8.1 Debarment and Suspension Certification 1.3.8.2 Non -Lobbying Certification for Federal -Aid Contracts 1.3.8.3 Disclosure of Lobbying Activities 1.3.8.4 Equal Employment Opportunity Certification 1.3.8.5 Section 3 Clause (24 CRF, Part 135, Economic Opportunities for Low- and Very Low-income persons) 1.3.8.6 Section 3 Business Certification Form 88/328 1.3.8 FEDERAL REQUIREMENTS 1. In submitting the Bid, the Bidder offers and agrees that if the Bid is accepted, notwithstanding any state or local laws and regulations, all Federal laws and regulations shall be adhered to. In case of conflict between Federal, state, or local laws or regulations, the strictest shall be adhered to. 2. In submitting the bid, the bidder is aware that this is a public works project requiring payments of prevailing wage rates, Certified Payrolls are required to be submitted weekly by the Contractor, subcontractor(s), and owner operator. Contract payments will be withheld for delinquent or inadequate Certified Payrolls (LC 1771.5). 3. In submitting the Bid, the Bidder offers and agrees that if the Bid is accepted, the Bidder and the subcontractor(s) shall perform all work in accordance with the project Plans and Specifications, including all stipulations designed to meet diversified Federal Environmental, Architectural and related laws and regulations. 4. In submitting the Bid, the Bidder offers and agrees that if the bid is accepted, the Bidder and the subcontractor(s) shall allow the comptroller general of the United States, all authorized Federal, state, county, and/or City officials access to the work area, fiscal, payroll, materials, and other relevant Contract records. All relevant records shall be retained for at least three years. 5. The Contractor and the subcontractor(s) shall comply with the Lead Based Paint Poisoning Prevention Act and the Implementation Regulations (24 CFR 35) issued pursuant thereto, and any amendments thereof. 6. The Contractor and the subcontractor(s) shall comply with Section 503 of the Rehabilitation Act of 1973 (P.L. 93-112), and the Implementation Regulations (41 CFR 60-741) issued pursuant thereto and any amendments thereof. 7. The Contractor and the subcontractor(s) shall comply with Section 402, Vietnam Era Veterans Adjustment Assistance Act of 1974, and the Implementation Regulations (41 CFR 60-250) issued pursuant thereto. 8. The Contractor and the subcontractor(s) shall comply with Title IV of the Civil Rights Act of 1964, and Title VIII of the Civil Rights Act of 1968, and any amendments thereof. 9. The Contractor and the subcontractor(s) shall comply with all applicable standards, orders, or requirements issued under section 306 of the Clean Air Act (42 U.S.0 1857h), section 508 of the Clean Water Act (33 U.S.C. 1368), Executive Order 11738, Environmental Protection Agency regulations (40 CFR Part 15), the Federal Water Pollution Act (P.L. 92- 500) as amended, and all applicable standards or regulations (40 CFR Part 15 and 61) issued pursuant to the said acts. 10. The Contractor and the subcontractor(s) shall comply with the Davis -Bacon Fair Labor Standards Act (40 USC 276 a to a-7), and the implementation regulations issued pursuant thereto (29 CFR Section 1, 5), any amendments thereof and the California Labor Code. Pursuant to the said regulations, entitled "Federal Labor Standards Provisions," "Federal Prevailing Wage Decision," and "State of California Prevailing Wage Rates" respectively. 89/328 The Contractor shall post the "Federal Prevailing Wage Decision" and "State of California Prevailing Wage Rates." 11. The Contractor and the subcontractor(s) shall comply with the Copeland Anti -Kickback Act (18 USC 874), and the Implementation Regulations (29 CFR 3) issued pursuant thereto, and any amendments thereof. 12. The Contractor and the subcontractor(s) shall comply with the Contract work hours, the Safety Standards Act (40 USC 327-332), and the Implementation Regulations (29 CFR 5) issued pursuant thereto, and any amendments thereof. 13. The Contractor shall display the Project Sign, post the "Notice to all Employees Working on Federal or Federally Financed Construction Projects," and the "Equal Employment Opportunity is...THE LAW..." posters, federal and state wage rates, and other required material, in a visible location at the job site. The signs and posters shall be mounted in an acceptable manner and constructed as specified (see appendix for posters). 14. The Contractor shall comply with all laws, ordinances, and regulations applicable to the work. If the Contractor ascertains at any time that any of the requirements of the Contract are at variance with applicable law, ordinances, regulations, or building code requirements, he or she shall promptly notify the City of Chino Hills, Engineering Department, and shall not proceed with the work in question, except at his or her own risk, until the Engineer has had an opportunity to determine the extent of the responsibility for the variance and the appropriate corrective actions to be undertaken. 15. Wherever applicable, the Contractor and the subcontractor(s) shall comply with Federal Management Circular No. 74-4, and the Office of Management and Budget Circular No. 102, and any amendments thereof. 16. The Contractor and the subcontractor(s) shall comply with the Executive Order 11246 and the Implementation Regulations (24 CFR 130 and 41 CFR Chapter 60) issued pursuant to the regulations. The Contractor and the subcontractor(s) agree to complete, execute, and submit the "Equal Employment Opportunity Certification" (HUD-92010) with the Agreement if awarded the Bid. 17. The Contractor and the subcontractor(s) shall comply with Section 3 of the Housing and Community Development Act of 1968 and the regulations (24 CFR 135) issued pursuant thereto, and amendments thereof. 18. The Contractor and the subcontractor(s) shall comply with the Affirmative Action reporting requirements, entitled "Combined Work Force Profile." 19. Wherever applicable, the Contractor and the subcontractor(s) shall comply with Section 109 of the Housing and Community Development Act of 1974, and the Implementation Regulations (24 CFR 570.601) issued pursuant thereto, and any amendments thereof. 20. Federal Employee Benefit Clause: "No member of, or delegate to, the Congress of the United States, and no Resident Commissioner shall be admitted to any share or part of the Agreement to the said project or to any benefit to arise from the same." 90/328 21. The undersigned as Bidder swears under penalty of perjury that no more than one final, unappealable finding of contempt of court, by a federal court, has been issued against the Bidder (Contractor) within the immediately preceding two-year period because of the Bidder's (Contractor's) failure to comply with an order of a federal court, which orders the Contractor to comply with an order of the National Labor Relations Board. A finding of contempt does not include any finding which has been vacated, dismissed, or otherwise removed by the court because the Bidder (Contractor) has complied with the order which was the basis for the finding (PCC 10232). 22. The list of subcontractors, material suppliers and questionnaire regarding Bidder, are considered part of the Federal Contracting Requirements, and are included in the Bid Proposal. They are required to be completed by the Bidder. 23. The Bidder shall submit the "Non - Collusion Affidavit" with the Bid (PCC 7106). 24. The proposed Contractor and the subcontractor(s) shall complete the "Race and Ethnic Data Reporting Form, HUD-27061," and submit with the agreement. 25. The proposed Contractor and the subcontractor(s) shall complete and execute the "Certification Regarding Debarment and Suspension, (Title 49, Code of Federal Regulations, Part 29) HUD-2992 and submit with the Bid. 26. The Contractor shall complete and execute the "Certification of Nonsegregated Facilities," and submit it with the Bid. 27. The Bidder shall complete, execute, and submit the "Disclosure of Lobbying Activities, Form LLL," with the Bid. 28. Along with the Bid, the Contractor shall submit the "Contractors Certification on Federal Contract Requirements" to certify complete understanding of the diversified Federal requirements imposed on the Contractor(s) of HUD -funded construction projects. 29. The Bidder is a (Contractors Name) (individual, partnership, or corporation) If a corporation, incorporated under the laws of the State of If an individual, state individual's name. If a partnership, state names of all individuals, co- partners, composing the firm. If a corporation, state names of president, secretary, treasurer and chief executive officer thereof. 30. Questionnaire Regarding Bidder 91/328 Because this project is federally funded, it is necessary to obtain information concerning type of ownership participation for statistical purposes, for the U.S. Department of Housing and Urban Development (HUD). (a) [ ] Female (b) [ ] Male Number of years engaged in the contracting business under present business name 31. In submitting this Bid, the undersigned as Bidder agrees to perform, with its own organization, work amounting to at least fifty percent (50%) of the bid amount except that any designated "specialty items" may be performed by subcontract and may be deducted from the bid amount before computing the amount of work required to be performed by the Bidder. If the Bidder, after computing the amount of work required, fails to meet at least fifty percent (50%) of the amount of work required with its own forces, the Bid will be considered non -responsive and will be rejected with no further consideration. 32. The Bidder understands that if he or she fails to specify a subcontractor or if a bidder specifies more than one subcontractor for the same portion of work to be performed under the contract in excess of one half of one percent (0.5%) of the bidder's total bid, the bidder shall be deemed to have agreed to perform such portion himself or herself, and that he or she shall not be permitted to sublet or subcontract that portion of the work except as may be duly consented to by the City pursuant to the provisions of Section 4107, of the Public Contract Code (PCC 4106). 33. The Bidder understands that circumvention by a general contractor who bids as a prime contractor of the requirement under Section 4104 for him or her to list his or her subcontractors, by the device of listing another contractor who will in turn sublet portions constituting the majority of the work covered by the prime contract, shall be considered a violation of Chapter 4 "Subletting and Subcontracting" starting with Section 4100 of the Public Contract Code and shall subject that prime contractor to the penalties set forth in Section 4110 and 4111 of the Public Contract Code (PCC 4105). 34. In compliance with the provisions of the Public Contract Code, Section 4104, the undersigned Bidder herewith sets forth the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime Contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime Contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half of one percent (0.5%) of the prime Contractor's total bid, or in the case of Bids for the construction of streets, highways, including bridges, in excess of one-half of one percent (0.5%) of the prime Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, and the portion of the work which will be done by each subcontractor. The Bidder shall not list more than one subcontractor for the same portion of work. All additional information required by the City regarding any subcontractor who the Bidder is required to list under the Provisions of Sections 4104 and 4107 of the Public Contract Code, other than the subcontractor's name and location of business, may be submitted by the Bidder up to 24 hours after the deadline time and date for receipt of 92/328 Bids. Failure to timely provide all required subcontractor information shall result in the Bid being determined nonresponsive. REQUIRED SUBCONTRACTORS' INFORMATION NAME TELEPHONE ADDRESS CITY, ZIP NAME TELEPHONE ADDRESS CITY, ZIP LICENSE NO. AND CLASSIFICATION OWNERSHIP (CIRCLE APPLICABLE): SECTION 3 BUSINESS / RESIDENT, NOT APPLICABLE BID AMOUNT % OF ITEM TOTAL NOS. BID LICENSE NO. AND CLASSIFICATION OWNERSHIP (CIRCLE APPLICABLE): SECTION 3 BUSINESS / RESIDENT, NOT APPLICABLE BID AMOUNT % OF ITEM TOTAL NOS. BID 93/328 REQUIRED SUBCONTRACTORS' INFORMATION NAME TELEPHONE ADDRESS CITY, ZIP NAME TELEPHONE ADDRESS CITY, ZIP LICENSE NO. AND CLASSIFICATION OWNERSHIP (CIRCLE APPLICABLE): SECTION 3 BUSINESS / RESIDENT, NOT APPLICABLE BID AMOUNT % OF ITEM TOTAL NOS. BID LICENSE NO. AND CLASSIFICATION OWNERSHIP (CIRCLE APPLICABLE): SECTION 3 BUSINESS / RESIDENT, NOT APPLICABLE BID AMOUNT % OF ITEM TOTAL NOS. BID 94/328 REQUIRED SUBCONTRACTORS' INFORMATION NAME TELEPHONE ADDRESS CITY, ZIP NAME TELEPHONE ADDRESS CITY, ZIP LICENSE NO. AND CLASSIFICATION OWNERSHIP (CIRCLE APPLICABLE): SECTION 3 BUSINESS / RESIDENT, NOT APPLICABLE BID AMOUNT % OF ITEM TOTAL NOS. BID LICENSE NO. AND CLASSIFICATION OWNERSHIP (CIRCLE APPLICABLE): SECTION 3 BUSINESS / RESIDENT, NOT APPLICABLE BID AMOUNT % OF ITEM TOTAL NOS. BID Duplicate this form as necessary to report bidder and all subcontractor(s) (DBEs and non - DBEs) information. 35. This project is federally funded, and the Bidder is requested to state if the supplier is a DBE, minority, women, or Section 3 business concern owned firm. 95/328 LIST OF MATERIAL SUPPLIERS NAME MATERIAL(S) SUPPLIED ADDRESS CITY, ZIP NAME ADDRESS CITY, ZIP NAME ADDRESS CITY, ZIP NAME ADDRESS CITY, ZIP OWNERSHIP (CIRCLE APPLICABLE) SECTION 3 BUSINESS SECTION 3 RESIDENT NOT APPLICABLE TELEPHONE MATERIAL(S) SUPPLIED OWNERSHIP (CIRCLE APPLICABLE) SECTION 3 BUSINESS SECTION 3 RESIDENT NOT APPLICABLE TELEPHONE MATERIAL(S) SUPPLIED OWNERSHIP (CIRCLE APPLICABLE) SECTION 3 BUSINESS SECTION 3 RESIDENT NOT APPLICABLE TELEPHONE MATERIAL(S) SUPPLIED OWNERSHIP (CIRCLE APPLICABLE) SECTION 3 BUSINESS SECTION 3 RESIDENT NOT APPLICABLE TELEPHONE 96/328 1.3.8.1 DEBARMENT AND SUSPENSION CERTIFICATION DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager: • is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency; • has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years; • does not have a proposed debarment pending; and • has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. 97/328 1.3.8.2 NON -LOBBYING CERTIFICATION FOR FEDERAL -AID CONTRACTS NON -LOBBYING CERTIFICATION FOR FEDERAL -AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. 98/328 1.3.8.3 DISCLOSURE OF LOBBYING ACTIVITIES DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: n a. contract = a. bid/offer/application = a. initial b. grant b. initial award b. material change c. cooperative agreement c. post -award d. loan For Material Change Only: e. loan guarantee year quarter f. loan insurance date of last report 4. Name and Address of Reporting Entity El Prime ❑ Subawardee Tier Congressional District, if known 6. Federal Department/Agency: 8. Federal Action Number, if known: , if known 10. a. Name and Address of Lobby Entity (If individual, last name, first name, MI) 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime: Congressional District, if known 7. Federal Program Name/Description: CFDA Number, if applicable 9. Award Amount, if known: b. Individuals Performing Services (including address if different from No. l0a) (last name, first name, MI) (attach Continuation Sheet(s) if necessary) 11. Amount of Payment (check all that apply) 13. Type of Payment (check all that apply) $ actual planned 12. Form of Payment (check all that apply): El a. cash b. in -kind; specify: nature value a. retainer b. one-time fee c. commission d. contingent fee e deferred f. other, specify 14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11: (attach Continuation Sheet(s) if necessary) 15. Continuation Sheet(s) attached: Yes El 16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Federal Use Only: No ❑ Signature: Print Name: Title: Telephone No.: Standard Form LLL Rev. 09-12-97 Date: Authorized for Local Reproduction Standard Form - LLL 99/328 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action. 2. Identify the status of the covered Federal action. 3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action. 4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5. If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known. 6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments. 8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001." 9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. 10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action. 100/328 (b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (M1). 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made. 12. Check the appropriate box. Check all boxes that apply. If payment is made through an in -kind contribution, specify the nature and value of the in -kind payment. 13. Check the appropriate box. Check all boxes that apply. If other, specify nature. 14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted. 15. Check whether or not a continuation sheet(s) is attached. 16. The certifying official shall sign and date the form, print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90aENDIFN 101/328 1.3.8.4 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder proposed subcontractor , hereby certifies that he has , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. 102/328 1.3.8.6 SECTION 3 CLAUSE 24 CRF, PART 135 ECONOMIC OPPORTUNITIES FOR LOW- AND VERY LOW-INCOME PERSONS Section 135.38 Section 3 Clause. All section 3 covered contracts shall include the following clause (referred to as the section 3 clause): A. The work to be performed under this contract is subject to the requirements of section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD -assisted projects covered by section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. B. The parties to this contract agree to comply with HUD's regulations in 24 CFR part 135, which implement section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations. C. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin. D. The contractor agrees to include this section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR 103/328 part 135. E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR part 135. F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. G. With respect to work performed in connection with section 3 covered Indian housing assistance, section 7(b) of the Indian Self - Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian -owned Economic Enterprises. Parties to this contract that are subject to the provisions of section 3 and section 7(b) agree to comply with section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b). I certify that I have read the Section 3 Clause and agree to comply with the provisions contained therein. Signature Company Name Company Address Date 104/328 CITY OF CHINO HILLS SECTION 3 BUSINESS CERTIFICATION PROOF AND COMMITMENT FORM Name of Business Address of Business Contact Person Telephone Title E-Mail Address The bidder certifies that is a Section 3 Business Concern based on: (Please check applicable item(s)): Status as a Section 3 resident -owned enterprise (at least 51 % owned by Section 3 residents): • Provide copy of resident lease, evidence of participation in public assistance program, or signed certification of Section 3 resident • Provide documentation of business ownership, such a copy of articles of incorporation, partnership agreement, list of owners/stockholders and percentage ownership of each, organization chart with names and titles At least 30% of permanent, full-time employees are currently Section 3 Residents or were Section3 residents within the past 3 years: • Provide complete list of all permanent, full-time employees • Provide list of employees claiming Section 3 status • Provide documentation of Section 3 status for all applicable employees such as PHA residential lease or signed certification of Section 3 resident Commitment to subcontract 25% of the dollar awarded to qualified Section 3 business (only applicable to prime contractors): • Provide list of subcontracted Section 3 business(es) and subcontract amount • Provide documentation of Section 3 status for applicable businesses Commitment to give preference for training and employment opportunities to Section 3 residents or business(es) "to the greatest extent feasible" : • Provide "good faith efforts" proof of publication(s) and/or documentation • Provide list of written notices, solicitation, and follow up methods to facilitate participation of Section 3 residents or business(es) — include list of names/firms, addresses, and phone numbers. Note: The successful bidder shall submit adequate documentations checked above to fulfill the requirements to the Section 3 Business Certification Proof and Commitment Form with the executed contract agreement and contract bonds. I hereby certify that the information provided here is true and correct and understand that any falsification of any information provided could subject me to disqualification and punishment under the law. Contractor -- Authorized Name and Signature City of Chino Hills —Project Manager's Signature Date Date 105/328 1.4.1 CITY OF CHINO HILLS AGREEMENT CITY OF CHINO HILLS AGREEMENT LOS SERRANOS INFRASTRUCTURE - SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 This Agreement is made and entered into this day of , 2019 by and between the CITY OF CHINO HILLS, a general law city and municipal corporation ("CITY") and , ("CONTRACTOR"). City and Contractor do hereby agree as follows: The complete contract includes all of the Contract Documents, to wit: Notice Inviting Bids, Dated June 25, 2019 Instructions to Bidders Addenda Contractor's Bid (Bid Documents), Dated Bid Bond Payment Bond Contract Performance Bond Certificates of Insurance and Endorsements Agreement Certified Copy of the record of action of the City Council of City of Chino Hills, Chino Hills, California Notice of Award Notice to Proceed The Plans (Contract Drawings) Document entitled, "Notice to Bidders, Proposal, Contract, and Special Provisions", including appendices. Standard Specifications for Public Works Construction. Standard Plans Reference documents Change Orders or Work Change Directives Public Improvement Warranty Each of such documents in their entirety are incorporated herein by this reference as if set forth in full. The Contractor agrees to perform certain work set forth and particularly described in the aforementioned documents, incorporated herein by reference in consideration of: 106/328 TOTAL BASE BID: $ Contractor shall furnish a labor and material bond in an amount equal to one hundred percent (100%) of the contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the contract price, said bonds to be secured from a surety company admitted and authorized to do business in California as such and satisfactory to the City Council. Upon filing of the Notice of Completion, Contractor shall be required to maintain a labor and material bond for a period of seven (7) months and shall furnish a warranty bond in the amount of 15% of the contract amount for a period of twelve (12) months. IV. The Contractor agrees to indemnify, protect, defend and hold harmless the City, and their authorized agents, officers, volunteers, the engineer and employees against any and all claims arising from Contractor's acts or omissions and for any costs or expenses incurred by the City, or their authorized agents, officers, volunteers and employees, on account of any claim therefore. In order to accomplish the indemnification herein provided for, but without limiting the indemnification, the Contractor shall secure and maintain throughout the term of the contract the following types of insurance with limits as shown: Workers' Compensation - A program of Workers' Compensation Insurance or a State -approved Self Insurance Program in an amount and form to meet all applicable requirements of the Labor Code of the State of California, including Employer's Liability with One Million Dollars ($1,000,000.00) limits, covering all persons providing services on behalf of the Contractor and all risks to such persons under this Agreement. General Liability - Such general liability insurance shall be written with a limit of liability of not less than Two Million Dollars ($2,000,000.00) combined single limits for damages arising out of bodily iniurv, including sickness and death, injury to or destruction of property of others, arising directly or indirectly out of or in connection with the performance of the Work under the Contract Documents including explosion, collapse and underground exposure. Vehicle Liability - Such vehicle liability insurance shall be written with a limit of liability of not less than One Million Dollars ($1,000,000.00) combined single limits for all bodily injury, including sickness and death or injury to or destruction of property of others, arising directly or indirectly out of or in connection with the performance of the Work under the Contract Documents including explosion, collapse and underground exposure. If the City determines to require the Contractor to procure such insurance, such insurance shall cover as insureds under all policies excepting workers compensation the City, its officers, employees, and agents, City's Representative, the Engineer and his/her consultants, and each of their officers, employees, and agents. The policy or policies for such insurance may provide 107/328 for a deductible amount not to exceed five percent (5%) of the Contract Price. As provided in Section 7105 of the California Public Contract Code, the Contractor is responsible for the cost of repairing or restoring work up to five (5%) percent of the contract amount. All insurance required herein shall be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise approved and accepted by the City Manager or his/her designee in writing, and which insurers are admitted and authorized to do business in California as insurance carriers. Contractor shall, within ten (10) calendar days after receipt of the notice of award from the City, furnish certificates of insurance and endorsements to the City evidencing the insurance coverage above required prior to the commencement of performance of services hereunder, which certificates shall provide that such insurance shall not be terminated or expire without thirty (30) days written notice to the City, and shall maintain such insurance from the time Contractor commences performances of services hereunder until the completion of such services All policies, with respect to the insurance coverage above required, except for the Workers' Compensation Insurance coverage and professional liability coverage, if applicable, shall obtain additional endorsements covering the City and its employees, agents, volunteers and officers as insureds with respect to liabilities arising out of the performance of services hereunder. The Contractor shall require the carriers of the above required coverages to waive all rights of subrogation against the City, its officers, volunteers, employees, contractors, agents and subcontractors. All policies required above are to be primary and non-contributing with any insurance or self-insurance programs carried or administered by the City. V. The City agrees to pay, and the Contractor agrees to accept in full payment for the work outlined in the Contract Documents, the total sum of subject to additions and deductions, if any, in accordance with said documents. Payment shall not be made more often than once each thirty (30) days, nor shall amount paid be in excess of ninety percent (95%) of the contract at time of completion. Final payment to be made forty-five (45) days acceptance of the project as complete by the City Council. Contractor may, upon Contractor's written request, and approved by the City Council, at Contractor's expense, deposit substitute securities, as stated in Government Code Section 16430, and as authorized by Public Contract Code, Section 22300, in lieu of retention monies withheld to insure performance. VI. The Contractor shall commence the work required by this Contract within ten (10) days of the date specified in the Notice to Proceed from the City to proceed with the work and shall complete base bid items within sixty (60) working days_ City and Contractor have discussed the provisions of Government Code, Section 53069.85 and the 108/328 damages that may be incurred by City if the Work is not completed within the time specified in this Agreement. The City and Contractor hereby represent that at the time of signing this Agreement, it is impracticable and extremely difficult to fix the actual damage which will be incurred by City if the Work is not completed within the number of working days allowed. Accordingly, City and Contractor agree that the sum of one thousand fifteen hundred dollars ($1,500.00) per calendar day is a reasonable sum to assess as damages to City by reason of the failure of Contractor to complete the Work within the time specified. VII. The Contractor hereby agrees to comply with the State Labor Code and acknowledges that, in accordance with Section 3700 of the State Labor Code, he/she will be required to secure the payment of compensation to his/her employees. VIII. The Contractor acknowledges that, in accordance with Section 1777.5 of the State Labor Code, he/she will be held responsible for compliance with the provisions of this Section for all apprenticeable occupations. IX. The Contractor hereby agrees to reimburse the City for costs incurred by the awarding authority in the substitution of subcontractors. Where a hearing held pursuant to the provisions of Chapter 2, Division 5, Title 1, of the Government Code (commencing with Section 4100) by the awarding authority or a duly appointed hearing officer, the Clerk of the City of Chino Hills shall prepare and certify a statement of all costs incurred by the City for investigation and conduct of the hearing, including the costs of any hearing officer and shorthand reporter appointed. The statement shall then be sent to the general contractor, who shall reimburse the City for such costs. If not paid separately, such reimbursement may be deducted from any money due and owning to the general contractor prior to acceptance of the project. X. Contractor acknowledges and agrees that Contractor must have all appropriate contractor's licenses. Contractor further warrants and represents that he/she/they has/have the appropriate contractor's license to pursue the work hereunder. Contractor's failure to have or maintain all appropriate licenses during the entire term of this contract, or any period thereof, shall be cause for the immediate and summary termination of this contract by City. Contractor shall be liable for all City's costs to complete the work and this contract. XI. The person or persons executing this Agreement on behalf of contractor warrants and represents he/she/they has/have the authority to execute this Agreement on behalf of 109/328 his/her/their corporation, partnership, or business entity and warrant and represents that he/she/they has/have the authority to bind contractor to the performance of its obligations hereunder. XII. NOTICES. Notices shall be given pursuant to this Agreement by personal services on the party to be notified, or by written notice upon such party deposited in the custody of the United States Postal Services addressed as Follows: City. City of Chino Hills Attention: City Clerk 14000 City Center Drive Chino Hills, California 91709 Email: cityclerk@chinohills.org Contractor: Attention: The notices shall be deemed to have been given as of the date of personal service, or three (3) days after the date of deposit of the same in the custody of the United States Postal Service. XIII. This Agreement contains the completely final, entire, and exclusive agreement between the parties with respect to the subject matter hereof, and no waiver, alteration, or modification of any of the provisions hereof or rights to act hereunder shall be binding unless in writing. Any attempted modification, amendment, or alteration in violation hereof shall be void. 110/328 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on the day and year first written above. CITY OF CHINO HILLS Cynthia Moran Mayor ATTEST: Cheryl Balz City Clerk (Date) APPROVED AS TO FORM: Mark D. Hensley City Attorney (INSERT COMPANY NAME HERE) (Signature) (Printed name/Title) (Date) (Signature) (Printed Name/Title) (Date) 111/328 1.4.2 WORKER'S COMPENSATION CERTIFICATE (AS REQUIRED BY SECTION 1861 OF THE CALIFORNIA LABOR CODE) I am aware of the provisions of Section 3700 of the California Labor Code, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions of said Code, and I will comply with such provisions before commencing the performance of the Work of this Contract. Contractor By Title 112/328 1.4.3 CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORKS! KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the (sometimes referred to hereinafter as "Obligee") has awarded to , (hereinafter designated as the "Contractor"), a contract for the work described as follows: LOS SERRANSO INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 (hereinafter referred to as the "Public Works"); and WHEREAS, the work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Works dated , (hereinafter referred to as the "Public Works Contract"), which Public Works Contract is incorporated herein by this reference; and WHEREAS, the Contractor is required by said Public Works Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof. NOW, THEREFORE, we, the undersigned Contractor, as Principal, and a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the in the sum of Dollars ($ ), said sum being not less than 100 percent of the total amount payable by the said Obligee under the terms of the said Public Works Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the bounden Principal, his/her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Public Works Contract and any alteration thereof made as therein provided, on his/her or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill the one-year guarantee of all materials and workmanship; and indemnify and save harmless the Obligee, its officers and agents, as stipulated in said Public Works Contract, then this obligation shall become null and void; otherwise it shall 113/328 CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORKSI be and remain in full force and effect. In case suit is brought upon this bond, the said Surety will pay to Obligee a reasonable attorney's fee to be fixed by the Court. The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Public Works Contract or to the work to be performed thereunder or the Specifications accompanying the same; shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. No final settlement between the Obligee and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 PRINCIPAL: By SURETY: By Attorney -in -Fact The rate of premium on this bond is per thousand. The total amount of premium charged, $ . (The above must be filled in by corporate surety.) IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal grant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. 114/328 CONTRACT PERFORMANCE BOND (CALIFORNIA PUBLIC WORKS! STATE OF CALIFORNIA ) ss. COUNTY OF A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. On before me, (Date) personally appeared Place Notary Seal Above (Insert Name and Title of Officer) Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) 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. Signature Signature of Notary Public NOTE: A copy of the power of attorney to local representatives of the bonding company must be attached hereto. CERTIFICATE AS TO CORPORATE PRINCIPAL , certify that I am the Secretary of the corporation named as Principal to the within bond; that who signed the said bond on behalf of the principal was then of said corporation; that I know his/her signature, and his/her signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said Corporation by authority of its governing board. (CORPORATE SEAL) 115/328 1.4.4 CONTRACT PAYMENT BOND (CALIFORNIA PUBLIC WORKS) KNOW ALL MEN BY THESE PRESENTS: THAT WHEREAS, the referred to hereinafter as "Obligee") has awarded to (hereinafter designated as the "Contractor"), a contract dated for work described as follows: LOS SERRANSO INFRASTRUCTURE IMPROVEMENTS SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 (hereinafter referred to as the "Public Works Contract"); and WHEREAS, said Contractor is required to furnish a bond in connection with said Public Works Contract, and pursuant to Section 3247 of the California Civil Code. NOW, THEREFORE, we, „ the undersigned Contractor, as Principal, and , a corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the and to any and all persons, companies or corporations entitled to file stop notices under Section 3181 of the California Civil Code in the sum of Dollars ($ ), said sum being not less than 100 percent of the total amount payable by the said Obligee under the terms of the said Public Works Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if said Contractor, his/her or its heirs, executors, administrators, successors or assigns, or subcontractors, shall fail to pay for any materials, provisions, provender or other supplies or teams, implements or machinery used in, upon, for or about the performance of the Public Works contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of said Contractor and his/her Subcontractors pursuant to Section 18806 of the Revenue and Taxation Code with respect to such work and labor as required by the provisions of Section 3247 through 3252 of the Civil Code, the Surety or Sureties hereon will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. 116/328 CONTRACT PAYMENT BOND (CALIFORNIA PUBLIC WORKS1 In case suit is brought upon this bond, the said Surety or Sureties will pay to Obligee a reasonable attorney's fee to be fixed by the Court. In addition to the provisions hereinabove, it is agreed that this bond will inure to the benefit of any and all persons, companies and corporations entitled to serve stop notices under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Public Works Contract or to the work to be performed thereunder or the Specifications accompanying the same; shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. No final settlement between the Obligee and the Contractor hereunder shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 PRINCIPAL: By SURETY: By Attorney -in -Fact IMPORTANT: Surety companies executing Bonds must possess a certificate of authority from the California Insurance Commissioner authorizing them to write surety insurance defined in Section 105 of the California Insurance Code, and if the work or project is financed, in whole or in part, with federal grant or loan funds, must also appear on the Treasury Department's most current list (Circular 570 as amended). THIS IS A REQUIRED FORM. 117/328 CONTRACT PAYMENT BOND (CALIFORNIA PUBLIC WORKS! STATE OF CALIFORNIA ) ss. COUNTY OF A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document On before me, (Date) personally appeared Place Notary Seal Above (Insert Name and Title of Officer) Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) 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. Signature Signature of Notary Public NOTE: A copy of the power of attorney to local representatives of the bonding company must be attached hereto. CERTIFICATE AS TO CORPORATE PRINCIPAL , certify that I am the Secretary of the corporation named as Principal to the within bond; that who signed the said bond on behalf of the principal was then of said corporation; that I know his/her signature, and his/her signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said Corporation by authority of its governing board. (CORPORATE SEAL) 118/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT The Contractor shall not commence any work under the Contract Documents until he/she obtains, at his/her own and sole cost and expense, all required insurance as stipulated by the City. The required insurance shall be provided by the Contractor in conformance with the requirements of Section 2.7.2 of the Special Provisions and may include the following: ❖ Workers' Compensation Insurance ❖ Comprehensive General and Vehicle Liability Insurance ❖ All Risk ❖ Flood The insurance company or companies utilized by the Contractor shall be authorized and admitted to transact business in the State of California and to issue policies in the amounts required in said Section 2.7.2 of the Special Provisions. No substitutions or revisions to the certificates and endorsements which follow will be accepted. If the insurance called for is provided by more than one company, a separate certificate, using the format presented, shall be provided for each company. 119/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) CITY: City of Chino Hills DESCRIPTION OF CONTRACT: LOS SERRANOS INFRASTRUCTURE IMPROVEMENTS — SAFE ROUTES TO SCHOOL (WEST) — PROJECT NO. S19005 TYPE OF INSURANCE: WORKERS' COMPENSATION INSURANCE THIS IS TO CERTIFY that the policies of insurance listed below have been issued by the company named below in conformance with the requirements set forth in the City's Contract Documents, and that said policies are now in force. Said company will give at least 30 days' advance written notice by registered mail to the City and Engineer prior to any material change or cancellation of said policies. This certificate or verification of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by policies listed herein. Notwithstanding any requirement, term or condition of any Contract or other document with respect to which this certificate or verification of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. Policy Number Effective Date Expiration Date The insurance provided by said policies complies in all respects as to coverage and limits of liability with the requirements of the Workers' Compensation Insurance Laws of the State of California. 120/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) EFFECTIVE: Named Insured Street Number City and State Insurance Company Agent for service of process in California By (Name) (Street Number) , California (City) (Telephone Number) Insurance Company Street Number City and State (Authorized Representative) (Attach Acknowledgment) (Company) (Street Number) (City and State) (Telephone Number) NOTICE: No substitution or revision to this certificate will be accepted. If the insurance called for is provided by more than one company, a separate certificate, using this format, shall be provided for each company. 121/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) STATE OF CALIFORNIA ) ss. COUNTY OF A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. On before me, (Date) personally appeared Place Notary Seal Above (Insert Name and Title of Officer) Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) 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. Signature Signature of Notary Public 122/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) CITY: City of Chino Hills DESCRIPTION OF CONTRACT: The Work comprises, but is not limited to: mobilization; traffic control; clearing and grubbing, earthwork, excavation and grading; removal and disposal of unclassified material, sod, trees, vegetation, existing ac, concrete pavement, curb & gutter, brick, block or wood pilaster, block wall, chain link and wood fences; relocation of traffic sign/posts and mail boxes, water meter, fire hydrants; adjustment of utility vault/boxes, manhole frames and covers; construction of PCC sidewalks, PCC driveway aprons, PCC curb and gutter, curb drains, retaining walls, PCC curb ramps, PCC cross -gutters and decomposed granite (DG) paths; AC pavement overlay; restore landscaping and irrigation, signing and striping; installation of street light fixtures, conduits, service meter pedestals, pull boxes, and all other relative work. Project No. S19005 TYPE OF INSURANCE: COMPREHENSIVE GENERAL AND VEHICLE LIABILITY INSURANCE THIS IS TO CERTIFY that the policies of insurance listed below have been issued by the company named below in conformance with the requirements set forth in the City's Contract Documents, and that said policies are now in force. Said company will give at least 30 days' advance written notice by registered mail to the City and Engineer prior to any material change or cancellation of said policies. This certificate or verification of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by policies listed herein. Notwithstanding any requirement, term or condition of any Contract or other document with respect to which this certificate of verification of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. 123/328 Policy Effective Expiration Limits of Liability Number Date Date Bodily Iniury Property Damage 124/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) The following types of coverage are included in this policy (indicated by "X" in space): Manufacturers' and Contractors' Yes No Cities' and Contractors' Protective Yes No Blanket Contractual Yes No Completed Operations Yes No Owned Automobiles Yes No Hired Automobiles Yes No Non -Owned Automobiles Yes No Broad Form Property Damage Yes No "XCU" Exposure Yes No ENDORSEMENT: The City, the City's Representative, the Engineer and his/her consultants, and each of their officers, agents, and employees are included as insureds under these policies but only while acting in their capacity as such and only as respects operations of the original named insured, his/her subcontractors, agents, and employees in the performance of the above -referenced contract. This endorsement shall not operate to increase the Company's total limits of liability under the above -listed policies. The insurance company hereby waives its rights of subrogation against the insureds covered hereby. 125/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) EFFECTIVE: Named Insured Street Number City and State Insurance Company Agent for service of process in California By (Name) (Street Number) , California (City) (Telephone Number) Insurance Company Street Number City and State (Authorized Representative) (Attach Acknowledgment) (Company) (Street Number) (City and State) (Telephone Number) NOTICE: No substitution or revision to this certificate and endorsement will be accepted. If the insurance called for is provided by more than one company, a separate certificate, using this format, shall be provided for each company. 126/328 1.4.5 CERTIFICATES OF INSURANCE AND ENDORSEMENT (Continued) STATE OF CALIFORNIA ) ss. COUNTY OF A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document On (Date) personally appeared before me, Place Notary Seal Above (Insert Name and Title of Officer) Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) 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. Signature Signature of Notary Public 127/328 1.4.6 Other Documents NOTE: ATTACH THE FOLLOWING HUD FORMS: HUD-92010 HUD-27061 SECTION 3 - HUD Act of 1968 (Workforce Profile) SECTION 3 SUMMARY REPORT 128/328 CITY OF CHINO HILLS PART II - SPECIAL PROVISIONS LOS SERRANOS INFRASTRUCTURE SAFE ROUTES TO SCHOOL (WEST) PROJECT NO. S19005 2.1 Section 1 - Terms, Definitions, Abbreviations, and Symbols 2.2 Section 2 - Scope and Control of Work 2.3 Section 3 - Changes in Work 2.4 Section 4 - Control of Materials 2.5 Section 5 - Utilities 2.6 Section 2.7 Section 2.8 Section 2.9 Section 6 - Prosecution, Progress, and Acceptance of the Work 7 - Responsibilities of the Contractor 8 - Facilities for Agency Personnel 9 - Measurement and Payment 2.10 Section 10 - Construction Details 129/328 2.1 SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 2.1.1 GENERAL 2.1.1.1 Standard Specifications. - The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction ("Green Book"), latest edition, including all current supplements, addenda, and revisions thereof, these Special Provisions, and the Standard Plans identified in the Appendix, insofar as the same may apply to, and be in accordance with, the following Special Provisions: In case of conflict between the Standard Specifications for Public Works Construction ("Green Book") and these Special Provisions, the Special Provisions shall take precedence over, and be used in lieu of, such conflicting portions. 2.1.1.2 Supplementary Reference Specifications. — Insofar as references may be made in these Special Provisions to the Caltrans Standard Specifications, such work shall conform to the referenced portions of the technical provisions Caltrans Standard Specifications, 2015 Edition, only of said reference specifications, provided, that wherever the term "Standard Specifications" is used without the prefix "Caltrans", it shall mean the Standard Specifications for Public Works Construction ("GreenBook"), 2015 Edition, as previously specified in the above paragraph. 2.1.2 LEGAL ADDRESS 2.1.2.1 Legal Address of the Owner. - The official address of the Owner shall be the City of Chino Hills, 14000 City Center Drive, Chino Hills, California 91709, or such other address as the City may subsequently designate in written notice to the Contractor. 2.1.2.2 Legal Address of the Engineer.- The official address of the Engineer shall be 14000 City Center Drive, Chino Hills, California 91709, or such other address as the Engineer may subsequently designate in writing to the Contractor. 2.1.2.3 Legal Address of the Owner's Project Representative. — The name and address of the Owner's designated Project Representative shall be the Project Manager, 14000 City Center Drive, Chino Hills, California 91709, or such address as the Project Representative may subsequently designate in writing to the Contractor. 2.1.3 DEFINITIONS AND TERMS 2.1.3.1 Definitions and Terms. - Wherever in the Standard Specifications the following terms are used, the definitions shall be amended to read: Agency - The City of Chino Hills, a legal entity organized and existing in the County of San Bernardino, State of California. 130/328 Engineer - The City Engineer of the City of Chino Hills or other persons designated by the City Engineer. Liquidated Damages - The amount prescribed in the Special Provisions, pursuant to the authority of Government Code Section 53069.85, to be paid to the City or to be deducted from any payments due, or to become due, the Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Special Provisions. Standard Plans - The Standard Drawings and the Special Drawings of the City of Chino Hills. Owner - The Owner shall be the Agency, as defined above. - END OF SECTION - 131/328 2.2 SECTION 2 -- SCOPE AND CONTROL OF WORK 2.2.1 SCOPE OF THE WORK The Work comprises, but is not limited to: mobilization; traffic control; clearing and grubbing, earthwork, excavation and grading; removal and disposal of unclassified material, sod, trees, vegetation, existing ac, concrete pavement, curb & gutter, brick, block or wood pilaster, block wall, chain link and wood fences; relocation of traffic sign/posts and mail boxes, water meter, fire hydrants; adjustment of utility vault/boxes, manhole frames and covers; construction of PCC sidewalks, PCC driveway aprons, PCC curb and gutter, curb drains, retaining walls, PCC curb ramps, PCC cross -gutters; site grading, rock embankment and slope toe protection, and decomposed granite (DG) paths; AC pavement overlay; restore landscaping and irrigation, signing and striping; installation of street light fixtures, conduits, service meter pedestals, pull boxes, and all other relative work. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. "Specialty Items" will be identified by the City in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on its estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. 2.2.2 BONDING COMPANY WAIVER OF RIGHT OF NOTIFICATION The following shall be added at the end of Section 2-4 of the Standard Specifications: "The Contractor shall ensure that its Bonding Company is familiar with all of the terms and conditions of the Contract Documents, and shall obtain a written acknowledgement by the Bonding Company that said Bonding Company thereby waives the right of special notification of any changes or modifications of the Contract, or of extensions of time, or of decreased or increased Work, or of cancellation of the Contract, or of any other act or acts by the City of Chino Hills or any of its authorized representatives." 132/328 2.2.3 PRECEDENCE OF CONTRACT DOCUMENTS The provisions of Section 2-5.2 of the Standard Specifications shall be revised to read as follows: In resolving disputes resulting from conflicts, errors, or discrepancies in any of the Contract Documents, the document highest in precedence shall control. The order of precedence shall be as listed below: 1. Change Orders or Work Change Directives 2. Agreement 3. Addenda 4. Contractor's Bid (Bid Documents) 5. Special Provisions 6. General Provisions of the Standard Specifications 7. Notice Inviting Bids 8. Instructions to Bidders 9. Plans (Contract Drawings) 10. Standard Specifications 11. Standard Plans 12. Reference Documents With reference to the Drawings, the order of precedence shall be as follows: 1. Figures govern over scaled dimensions 2. Detail drawings govern over general drawings 3. Addenda or Change Order drawings govern over Contract Drawings 4. Contract Drawings govern over Standard Drawings 5. Contract Drawings govern over Shop Drawings 2.2.4 SUBSURFACE DATA Section 2-7 of the Standard Specifications shall be revised to read as follows: "Limited Reliance by Contractor. - Soils reports and other reports of subsurface conditions may be made available for inspection by the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE NOT CONTRACT DOCUMENTS. The Contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings only where such "technical data" are specifically identified in the Special Provisions. Except for such reliance on such "technical data," the Contractor may not rely upon or make any claim against the City, the Engineer, nor any of the Engineer's Consultants with respect to any of the following: 133/328 Completeness. - The completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto, or Other Information. - Any other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings, or Interpretation. - Any interpretation by the Contractor of such "technical data," or any conclusion drawn from any "technical data" or any such data, interpretations, opinions or information." 2.2.5 TEMPORARY ACCESS OR CONSTRUCTION RIGHTS -OF -WAY All temporary access or construction rights -of -way, other than those shown on the Plans, which the Contractor may find it requires during progress of the Work, shall be arranged by and paid for entirely by the Contractor, at its own expense. 2.2.6 PROTECTION OF SURVEY MONUMENTS It shall be the Contractor's responsibility to protect all the existing survey monuments, bench marks, survey marks and stakes. Removal of such monuments and tie points, or displacement thereof, shall require their resetting per City of Chino Hills requirements, including corner record filing, for the existing type of monument in question at the Contractor's expense with the County of San Bernardino County Surveyor's office. Any existing monument shall not be disturbed if at all possible. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a California Licensed Land Surveyor to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced , with a monument of similar character as determined by the City Engineer, by a California Licensed Land Surveyor no later than thirty (30) days after construction is completed at the site of the replacement. The California Licensed Land Surveyor shall file corner record(s) as required by Sections 8772 and 8773, et. seq., of the California Business and Professions Code. Payment for the replacement of disturbed monuments and the filing of corner records shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made therefor, unless otherwise a bid item is included in the Special Provisions, 2.9 Section 9 — Measurement & Payment, of this project specifications. 134/328 2.2.7 SURVEYING The Contractor shall hire and pay for the services of a California Licensed Land Surveyor to perform all work necessary for establishing control, construction staking, records research, and all other surveying work necessary to construct the work; and to provide surveying services as required herein by the Land Surveyors Act. The California Licensed Land Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work with corresponding cut -sheets prior to the start of construction. Payment for work performed to satisfy the requirements of surveying shall be included in the actual bid items requiring the survey work and no additional payment will be made therefor. 2.2.8 AUTHORITY OF THE ENGINEER The Engineer will decide all conflicts which may arise as to: (1) the quality or acceptability of the materials or equipment furnished, (2) the performance of the Work, (3) the manner of performance and rate of progress of the Work, (4) the interpretation of the Plans, Specifications, and Special Provisions, (5) the acceptable fulfillment of the Contract on the part of the Contractor, and (6) compensation of the Contractor. The Engineer's decision shall be final, and he shall have the authority to enforce and make effective such decisions and orders which the Contractor may fail to carry out promptly. 2.2.9 INSPECTION The Engineer shall have complete and safe access to the Work at all times during construction, and shall be furnished with every reasonable facility for ascertaining that the materials and the workmanship are in accordance with the Specifications, the Special Provisions, and the Plans. All labor, materials, and equipment furnished shall be subject to the Engineer's inspection. If the Contractor is allowed by the Engineer to work outside the hours of operations specified in Section 6 of these Special Provisions, on weekends, or on days designated as holidays by the City, and if the Engineer decides that inspection services are required, the costs for those services shall be borne by the Contractor. When the Work is substantially completed, a representative of the Engineer will make the final inspection. 2.2.10 TESTING The Agency shall provide, at its own and sole cost and expense, any testing indicated by the Contract Documents. The testing shall be performed by a company chosen by the Engineer. 135/328 The Contractor, at his sole expense, shall excavate any holes necessary for compaction tests, backfill the holes, compact the backfill placed in the holes, and pave the surface, if required, after the test. Failed test results will require remedial action be taken by the Contractor to correct the deficiency, and subsequent re-test(s) performed by the Agency's testing consultant. The cost of all re -tests, including any travel expenses born by the testing consultant, shall be the responsibility of the Contractor until such time as the test results are positive and pass minimum requirements for test results. 2.2.11 SITE EXAMINATION The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and local conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating either the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents. 2.2.12 FLOW AND ACCEPTANCE OF WATER Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that he has investigated the risk arising from such waters, and has prepared his Bid accordingly with an assumption of all risks relative to water damage to his work zone and work products prior to, during and after construction. Payment for work performed to protect his work zone from storm, surface, nuisance, or other waters shall be included in the actual bid items requiring the work zone protection and no additional payment will be made therefor. 2.2.13 SUBMITTALS The following provisions shall be added at the end of Paragraph 2-5.3.3 of the Standard Specifications: On lump sum contracts, the Contractor shall submit, for approval by the Engineer, a Schedule of Values, or lump sum price breakdown, which will serve as the basis for progress payments and shall be incorporated into a form of Application for Payment acceptable to the Engineer. 136/328 Such Schedule of Values shall be submitted for approval at the Pre - construction Conference and must meet the approval of the Engineer before any payments can be made to the Contractor. - END OF SECTION - 137/328 2.3 SECTION 3 -- CHANGES IN WORK 2.3.1 EXTRA WORK The provisions of Section 3-3 of the Standard Specifications shall apply; provided, that the provisions for markup percentages of for overhead and profit of for extra work referenced in subparagraph 3-3.2.3 of the 2015 Edition shall be deleted in its entirety and the following substituted therefor: 2.3.2 PAYMENT 2.3.2.1 Markup: The provisions of Subsection 3-3.2.3 Markup, Paragraph (a) Work by Contractor, shall be amended to read as follows: (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profit. 1) Labor 15 percent 2) Materials 15 percent 3) Equipment rental 15 percent 4) Other items & expenditures 15 percent 5) Subcontracts (1st tier only) 5 percent 6) lower tier subcontractors none To the sum of costs and markups provided for in this subsection, one percent shall be added as compensation for bonding. 2.3.2.2 Contract Unit Prices: The provisions of Subsection 3-2.2.1 of the Standard Specifications shall be revised to read as follows: 3-2.2.1(a) Allowable Quantity Variations on Unit Price Contracts: In the event of an increase or decrease in a bid item quantity of a unit price contract, the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit price established for such work under the Contract Documents, wherever such unit price has been established; provided, that an adjustment in the Contract Unit Price may be made for changes which result in an increase or decrease in the quantity of any unit price bid item of the Work in excess of 25 percent, or for eliminated items of work. 3-2.2.1(b) Increases of More Than 25 Percent on Unit Price Contracts: On a unit price contract, should the total quantity of any item of work required under the Contract exceed the Engineer's Estimate therefor by more than 25 percent, the work in excess of 125 percent of such estimate and not covered by an executed contract Change Order specifying the compensation to be paid therefor will be paid for by adjusting the Contract Unit Price, as hereinafter provided, or at the 138/328 option of the City, payment for the work involved in such excess will be made as provided in Paragraph 3-3.2, as amended in these Special Provisions. Such adjustment of the Contract Unit Price will be the difference between the Contract Unit Price and the actual unit cost, which will be determined as hereinafter provided, of the total pay quantity of the item. If the costs applicable to such item of work include fixed costs, such fixed costs shall be deemed to have been recovered by the Contractor by the payments made for 125 percent of the Engineer's Estimate of the quantity for such item, and in computing the actual unit cost, such fixed costs will be excluded. Subject to the above provisions, such actual unit cost will be determined by the Engineer in the same manner as if the work were to be paid for as extra work as provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City. 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 $5,000 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. 3-2.2.1(c) Decreases of More Than 25 Percent on Unit Price Contracts: On unit price contracts, 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, an adjustment in compensation pursuant to this Section will not be made unless the Contractor so requests in writing. If the Contractor so requests, the quantity of said item performed, unless covered by an executed contract change order specifying the compensation payable therefor, will be paid for by adjusting the Contract Unit Price as hereinafter provided, or at the option of the Engineer, payment for the quantity of the work of such item performed will be made as if the work were to paid for as extra work as provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City; provided however, that in no case shall the payment for such work be less than that which would be made at the Contract Unit Price. Such adjustment of the contract unit price will be the difference between the contract unit price and the actual unit cost, which will be determined as hereinafter provided, of the total pay quantity of the item, including fixed costs. Such actual unit cost will be determined by the Engineer in the same manner as if the work were to be paid for as if the work were to paid for as extra work as provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City. The payment for 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 for such item at the original Contract Unit Price. 139/328 3-2.2.1(d) Eliminated Items on Unit Price Contracts: On unit price contracts, should any contract item of the Work be eliminated in its entirety, in the absence of an executed contract Change Order covering such elimination, payment will be made to the Contractor for actual costs incurred in connection with such eliminated contract item if incurred prior to the date of notification in writing by the Engineer of such elimination. If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the Engineer, and if orders for such material cannot be canceled, it will be paid for at the actual cost to the Contractor. In such case, the material paid for shall become the property of the City and the actual cost of any further handling will be paid for by the City. If the material is returnable to the vendor and if the Engineer so directs the Contractor, the material shall be returned and the Contractor will be paid for the actual cost of charges made by the vendor for returning the material. The actual cost of handling returned material will be paid for. The actual costs or charges to be paid by the City to the Contractor as provided in this Section 3-2 will be computed in the same manner as if the work were to be paid for as extra work as provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City. - END OF SECTION - 140/328 2.4 SECTION 4 -- CONTROL OF MATERIALS 2.4.1 TRADE NAMES OR EQUALS 2.4.1.1 Substitutions. - Subparagraph 2 of Section 4-1.6 of the Standard Specifications shall be amended to read as follows: Whenever any particular material, process, or equipment is indicated by a patent, proprietary, or brand name, or by the name of the manufacturer, such product shall be followed by the words "or equal." A Bidder may offer any material, process, or equipment considered as equivalent to that indicated, unless a sole source is specified. Failure of the Bidder to submit requests for substitution with the Bid shall be deemed to signify that the Bidder, if awarded the contract, intends to furnish one of the brands named in the Special Provisions and the Bidder does thereby waive all rights to offer or use substitute materials, products, or equipment for that which was originally specified. Data substantiating a request for substitution of an "or equal" item shall be submitted with the Bid and will not be considered until after the effective date of the agreement. If a substitute offered by the successful Bidder (Contractor) is not found to be equal to the specified material, the Contractor shall furnish the specified material. 2.4.1.2 Submittals for Approval of "Or Equals." - Should the Contractor request approval for "or equal" products, it shall submit data substantiating such request to the Engineer as per Subsection 2.4.1.1, above. Data for approval of "or equal" products shall include complete calculations, technical specifications, samples, or published documents relating to the performance and physical characteristics of the proposed substitute. The appearance of manufacturer and product names or trademarks, details of materials or services, or product descriptions in either the Plans or the Specifications are for reference only and do not constitute an endorsement of same by the Engineer or the City. 2.4.2 MATERIALS 2.4.2.1 Quantities. - The Contractor shall submit with each of its billing invoices, a corrected list of quantities, verified by the Engineer, for unit price items listed in the Bid Schedule. 2.4.2.2 Placing Orders. - The Contractor shall place the order(s) for all long -lead supplies, materials, and equipment, for any traffic signing, striping, legends, and traffic control facilities within 3 working days after the award of Contract by the City. The Contractor shall furnish the Engineer with a statement from the vendor(s) that the order(s) for said supplies, materials, and equipment has been received and accepted by said vendor(s) within 15 working days from the date of said award of Contract. - END OF SECTION - 141/328 2.5 SECTION 5 -- UTILITIES 2.5.1 REMOVAL, RELOCATION, OR PROTECTION OF EXISTING UTILITIES The following full text of Government Code Section 4215 shall replace the provisions of Section 5-5, subparagraph 4, of the Standard Specifications: "In accordance with the provisions of Section 4215 of the California Government Code, any contract to which a public agency as defined in Section 4401 is a party, the public agency shall assume the responsibility, between the parties to the contract, for the timely removal, relocation, or protection of existing main or trunkline utility facilities located on the site of any construction project that is a subject of the contract, if such utilities are not identified by the public agency in the plans and specifications made a part of the invitation for bids. The agency will compensate the Contractor for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy, and for equipment on the project necessarily idled during such work. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the public agency or the owner of the utility to provide for removal or relocation of such utility facilities. Nothing herein shall be deemed to require the public agency to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve the public agency from identifying main or trunk lines in the plans and specifications. Nothing herein shall preclude the public agency from pursuing any appropriate remedy against the utility for delays which are the responsibility of the utility. Nothing herein shall be construed to relieve the utility from any obligation as required either by law or by contract to pay the cost of removal or relocation of existing utility facilities. If the Contractor while performing the contract discovers utility facilities not identified by the public agency in the contract plans or specifications, he or she shall immediately notify the public agency and utility in writing. 142/328 The public utility, where they are the owner, shall have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation work at a reasonable price." 2.5.2 TEMPORARY SUPPORT OF UTILITIES The Plans identify the approximate locations of existing utilities that parallel or cross the Work. These locations are based on the best information available to the City. The Contractor shall verify these locations. During construction of the Work, some of the existing utilities may fall within the prism of trenches. If the existing utility does fall within the Contractor's trenches, the utility involved shall be supported properly by the Contractor to the satisfaction of the utility owner. The method of support of the utility, precautions to be taken during trench backfill and compaction, etc., shall be per the utility owner's requirements. The Contractor shall contact the utility owner should it anticipate such exposure of any of the existing utilities. 2.5.3 UTILITY LOCATION AND PROTECTION Locations of existing utilities shown on the Plans are approximate and may not be complete. Therefore, the Contractor shall notify Underground Service Alert at 1-800-422- 4133 a minimum of 2 working days prior to any excavation in the vicinity of any potentially existing underground facilities in order to verify the location of all utilities prior to the commencement of the Work. The Contractor shall be responsible for coordinating its work with all utility companies during the construction of the Work. All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to grade by the Contractor and as stipulated on the approved plans. The Contractor shall notify each utility owner a minimum of 2 working days before commencing the Work. 2.5.4 EXCAVATING NEAR SUBSURFACE INSTALLATION (a) The excavator shall determine the exact location of subsurface installations in conflict with the excavation by excavating with hand tools within the area of the approximate location of subsurface installations as determined by the field marking, provided in accordance with Government Code Section 4216.3, before using any power -operated or power -driven excavating or boring equipment within the approximate location of the subsurface installation, except that power -operated or power -driven excavating or boring equipment may be used for the removal of any existing pavement if there are no subsurface installations contained in the pavement. If mutually agreeable with the operator and excavator, the excavator 143/328 may utilize power -operated or power -driven excavating or boring equipment within the approximate location of a subsurface installation and to any depth. (b) If the exact location of the subsurface installation cannot be determined by hand excavating in accordance with paragraph (a), the excavator shall request the operator to provide additional information to the excavator, to the extent that information is available to the operator, to enable the excavator to determine the exact location of the installation. (c) Under no conditions should a contractor proceed with excavation if the contractor has been unable to locate a marked utility line through hand excavation. In the event the contractor has been unable to locate the marked utility line by hand excavation, then the contractor is required to immediately stop work and notify the property owner and utility owner and request further information and instructions before proceeding with excavation. - END OF SECTION — 144/328 2.6 SECTION 6 -- PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 2.6.1 GENERAL Particular attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work", Section 6-4, "Default by Contractor", Section 6-7, "Time of Completion", and Section 6-9, "Liquidated Damages" of the Standard Specifications as amended by these Special Provisions. 2.6.2 TIME TO COMPLETE After the Contract has been approved by the City, and a written Notice to Proceed has been issued to the Contractor, the Contractor shall start the Work within 10 working days after the date specified in said Notice to Proceed. Said Work shall be diligently prosecuted to completion before the expiration of: SIXTY (60) WORKING DAYS from the date specified in a written Notice to Proceed from the City. 2.6.3 DEFAULT BY CONTRACTOR The Contract may be cancelled by the City Council without liability for damage, when in the City Council's opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the City Council's consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on unit prices or lump sums bid and the quantity of work completed at the time of cancellation. Damages caused to the City by acts of the Contractor will be subtracted from this amount. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the City declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within 5 days, assume control and perform the work as successor to the Contractor. If the Contractor fails to: begin delivery of material and equipment; commence work within time specified; maintain the rate of delivery of material; execute the work in the manner and at such locations as specified; maintain a work program which will ensure the City's interest; or carry out the intent of the Contract, the Engineer's written notice may be served upon the Contractor and the Surety on its faithful performance bond demanding satisfactory compliance with the Contract. If the Contractor or its Surety does not comply with such notice within 5 days after receiving it, or fails to continue after starting to comply, the City may exclude it from the premises and take possession of all material and equipment. The City may complete the Work by its own forces, or by letting the unfinished work to another Contractor, or by a 145/328 combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient, the Contractor or Surety shall pay to the City within 5 days after the completion all costs in excess of the sums due. If the Surety assumes any part of the Work, it shall take the Contractor's place in all respects for that part and shall be paid by the City for all work performed by it in accordance with the contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the work progresses, subject to the terms of the Contract. The provisions of this section shall be in addition to all other rights and remedies available to the City under law. 2.6.4 DAYS DESIGNATED AS HOLIDAYS BY THE CITY OF CHINO HILLS In accordance with Section 6-7.2(3) of the Standard Specifications, the Days Designated as Holidays by the City are: New Year's Day Martin Luther King's Birthday Presidents' Day Memorial Day Independence Day Labor Day Veterans' Day Thanksgiving Day Day after Thanksgiving Christmas Eve Christmas Day New Year's Eve Note: Winter Closure — The City offices are closed during the week from Christmas Eve and New Year's Day. Contractor(s) will not allowed to work during the City Hall Winter Closure. 2.6.5 LIQUIDATED DAMAGES 2.6.5.1 Amount. - The amount of liquidated damages as specified in Section 6-9 of the Standard Specifications shall not apply, but the amount shall be as specified in the Agreement. "Accordingly, City and Contractor agree that the sum of one -thousand fifteen hundred dollars ($1,500.00) per calendar day is a reasonable sum to assess as damages to City by reason of the failure of Contractor to complete the Work within the time specified." 2.6.6 TIMES OF OPERATION 2.6.6.1 Hours of Operation. - No construction activities shall take place and no person shall operate, permit, use, or cause to operate any of the following, other than between 146/328 the hours of 7:00 a.m. to 3:30 p.m., Monday through Friday, with no work allowed on City - observed holidays, unless otherwise approved by the Engineer: 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools 2.6.7 NOTIFICATION The Contractor shall notify the City of Chino Hills and the owners of all utilities and substructures not less than forty-eight (48) hours prior to starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct: Time Warner Cable (909) 975-3408 Caltrans District 8 (909) 383-7561 Chino Hills Disposal (866) 238-2444 Chino Hills Police Department (909) 364-2000 Chino Valley Unified School District (909) 628-1201 Chino Valley Independent Fire District (909) 902-5260 City of Chino Hills (909) 364-2600 and Public Works (909) 364-2800 Omnitrans (909) 889-0811 San Bernardino County Transportation/Flood Control (909) 387-2738 Southern California Edison (909) 930-8412 Southern California Gas (909) 335-7871 U.S. Postal Service (909) 548-0936 Underground Service Alert 811orwww.call811.com Verizon (909) 469-2250 The Contractor shall notify the U.S. Postal Service and trash collection company of all work areas affecting service five (5) working days prior to construction and shall coordinate the work so that services are not interrupted. 2.6.8 CONSTRUCTION SCHEDULE 2.6.8.1 Schedule of Work. - A schedule of work as required under Section 6-1 of the Standard Specification shall be provided by the Contractor at the pre -construction meeting. 2.6.8.2 Schedule Monitoring. - At no less than bi-weekly intervals, and when specifically requested by the Engineer, the Contractor shall update his schedule. 147/328 - END OF SECTION - 148/328 2.7 SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR 2.7.01 PUBLIC CONVENIENCE AND SAFETY 2.7.01.1 Traffic and Access — The Contractor shall have prepared by a California Registered Traffic Engineer any traffic control or detour plans that may be required as directed by the Engineer. The Contractor shall include in its Bid all costs for this requirement and no additional compensation will be allowed therefor. 2.7.1 LAWS TO BE OBSERVED 2.7.1.1 General. - The provisions of Section 7-13 of the Standard Specifications shall be revised to read as follows: "The Contractor shall keep itself fully informed of all existing and future State and Federal laws, and county and municipal ordinances and regulations, which in any manner affect those engaged or employed in the Work, or the materials used in the Work, or which in any way affect the conduct of the Work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. He or she shall at all times observe and comply with all such existing and future laws, ordinances, regulations, orders, and decrees of bodies or tribunals having any or all authority over the Work, and shall indemnify the City and all officers and employees thereof connected with the Work, including, but not limited to, the Director of Public Works and the City Engineer, against any claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, order, or decree, whether by itself or its employees. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Special Provisions, or Contract for the Work in relation to any such law, ordinance, regulation, order, or decree, the Contractor shall forthwith report the same to the Engineer in writing." 2.7.1.2 Antitrust Claims. - The Public Contract Code citation in the first sentence of Section 7-14 of the Standard Specifications shall be corrected to read as follows: "Section 7103.5 of the Public Contract Code provides:". 2.7.1.3 Hours of Labor. - The Contractor shall comply with all provisions of Section 1810 to 1815, inclusive, of the California Labor Code relating to working hours. The Contractor shall, as a penalty to the City forfeit $25 for each worker employed in the execution of the Contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week, unless such worker receives compensation for all hours worked in excess of 8 hours at not less than 1-1/2 times the basic rate of pay. 2.7.1.4 Prevailing Wage. - As required by Sections 1770 and following, of the California Labor Code, the Contractor shall pay not less than the prevailing rate of per diem wages 149/328 as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are on file at the office of the Engineer, which copies shall be made available to any interested party on request. The Contractor shall post a copy of such determination at each job site. The Contractor shall, as a penalty to the City/County, forfeit $50.00 for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director for such work or craft in which such worker is employed for any public work done under the Contract by it or by any subcontractor under it. 2.7.1.5 Travel and Subsistence Payments. - As required by Section 1773.8 of the California Labor Code, the Contractor shall pay travel and subsistence payments to each worker needed to execute the Work, as travel and subsistence payments are defined in the applicable collective bargaining agreement filed in accordance with this Article. To establish such travel and subsistence payments, the representative of any craft, classification, or type of worker needed to execute the Contract shall file with the Department of Industrial Relations fully executed copies of collective bargaining agreements for the particular craft, classification, or type of work. Such agreements shall be filed within 10 days after their execution and thereafter shall establish travel and subsistence payments whenever filed 30 days prior to the call for Bids. 2.7.1.6 Apprentices on Public Works. - The Contractor shall comply with all applicable provisions of Sections 1777.5 and 1777.6 of the California Labor Code relating to employment of apprentices on public works. 2.7.1.7 Unpaid Claims. - If, at any time prior to the expiration of the period for service of a Stop Notice, there is served upon the City a Stop Notice, as provided in Sections 3179 through 3210 of the Civil Code of the State of California, the City shall, until the discharge thereof, withhold from the moneys under its control so much of said moneys due or to become due the Contractor under this Contract, as shall be sufficient to answer the claim stated in such Stop Notice, and to provide for the reasonable cost of any litigation thereunder, provided, that if the Engineer shall, in its discretion, permit the Contractor to file with the City the bond referred to in Section 3196 of the Civil Code of the State of California, said moneys shall not thereafter be withheld on account of such Stop Notice. 2.7.1.8 Retainage From Monthly Payments. - Pursuant to Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any money withheld by the City to ensure performance under the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City or with a state or federally chartered bank as the escrow agent, who shall return such securities to the Contractor upon satisfactory completion of the Contract. Deposit of securities with an escrow agent shall be subject to a written agreement for in -lieu construction payment retention, provided by the City between the escrow agent and the City, which provides that no portion of the securities shall be paid to the Contractor until the City has certified to the escrow agent, in writing, that the Contract has been satisfactorily completed. The City will not certify that the Contract has been satisfactorily completed until at least thirty-five (35) days after acceptance of the Work by the City 150/328 Council. Securities eligible for investment under Public Contract Code Section 22300 shall be limited to those listed in Section 16430 of the Government Code, and to bank or savings and loan certificates of deposit. 2.7.1.9 Contracts for Trenches or Excavations; Notice on Discovery of Hazardous Waste or Other Unusual Conditions; Investigations; Change Orders; Effect on Contract. - As required under Section 7104 of the Public Contract Code, in any Public Works contract of a local public entity, which involves the digging of trenches or other excavations that extend deeper than 4 feet (1.2 meters) below the surface, shall be subject to the following conditions: the Contractor shall promptly, before the conditions are disturbed, notify the public entity in writing of such conditions. 2.7.1.10 Resolution of Construction Claims (AB 626). Claims made by a Contractor for one or more of the following are subject to the claim resolution process set forth in Public Contract Code section 9204: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the city under a contract for a public works project. (B) Payment by the city of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the city. Full Text of Public Contract Code section 9204: "(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) 'Claim' means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. 151/328 (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) 'Contractor' means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) 'Public entity' means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) 'Public entity' shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High -Speed Rail Authority. (4) 'Public works project' means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) 'Subcontractor' means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. 152/328 (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity's written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. 153/328 (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties' dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date." 154/328 2.7.1.11 Concrete Forms, Falsework, and Shoring. - The Contractor shall comply fully with the requirements of Section 1717 of the Construction Safety Orders, State of California, Department of Industrial Relations, regarding the design of concrete forms, falsework, and shoring, and the inspection of same prior to the placement of concrete. Where the said Section 1717 requires the services of a civil engineer registered in the State of California to approve design calculations and working drawings of the falsework or shoring system, or to inspect such system prior to the placement of concrete, the Contractor shall employ a registered civil engineer for these purposes, and all costs therefore shall be included in the Bid item price named in the Contract for completion of the Work as set forth in the Contract Documents. 2.7.1.12 Payroll Records; Retention; Inspection; Noncompliance Penalties; Rules and Regulations. -Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time, and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records, enumerated under paragraph one of this Section 7-1.12, shall be certified and shall be made 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 herein, shall be made available for inspection, or furnished upon request, to a representative of the body awarding the Contract, or Division of Labor Standards Enforcement, or Division of Apprenticeship Standards of California Department of Industrial Relations. 3. A certified copy of all payroll records, enumerated herein, shall be made available upon request to the public for inspection, or request by the public shall be made through either the body awarding the Contract, or the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to Section 7- 1.12, paragraph 2, herein, 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. The Contractor and each subcontractor shall file a certified copy of the records, enumerated in paragraph one of this Section 7-1.12, herein, with the entity that requested the records within 10 days after receipt of a written request. 155/328 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 in such a manner as 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. The Contractor shall inform the body awarding the Contract of the location of the records enumerated under said Section 7-1.12, paragraph one, herein, including the street address, city and county, and shall, within 5 working days, provide a notice of any change of location and address. In the event of noncompliance with the requirements of this Section, the Contractor shall have 10 days in which to comply subsequent to receipt of a written notice specifying in what respects the Contractor must comply with this Section. Should noncompliance still be evident after the 10-day period, the Contractor shall, as a penalty to the State or political subdivision on whose behalf the Contract is made or awarded, forfeit 25 dollars 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 copy of all payrolls shall be submitted weekly to the Engineer. Payrolls shall contain the full name, address and social security number of each employee, his or her correct classification, rate of pay, daily and weekly number of hours worked, itemized deductions made, and actual wages paid. They shall also indicate all apprentices and ratio of apprentices to journeymen. The employee's address and social security number need only appear on the first payroll on which his or her name appears. The payroll shall be accompanied by a "Statement of Compliance," signed by the employer or its agent, indicating that the payrolls are correct and complete, and that the wage rates contained therein are not less than those required by the Contract. The "Statement of Compliance" shall be on forms furnished by the City, or on any form with identical wording. The Contractor shall be responsible for the submission of copies of payrolls from all subcontractors. If, by the 15th of the month, the Contractor has not submitted satisfactory payrolls for all work performed during the monthly period ending on or before the 1st of that month, the City will retain an amount equal to 10 percent of the estimated value of the work performed during the month from the next monthly estimate, except that such retention shall not exceed $10,000, nor be less than $1,000. Retention for failure to submit satisfactory payrolls shall be in addition to all other retention provided for in the Contract. The retention for failure to submit payrolls for any monthly period will be released for payment on the monthly estimate for partial payments next following the date that all the satisfactory payrolls for which the retention was made are submitted. 156/328 2.7.2 INSURANCE AMOUNTS The limits of liability for insurance, as required by Section 7-3 and 7-4 of the Standard Specifications, shall provide coverage for not less that the following amounts, or greater where required by laws and regulations: 1. Workers' Compensation: a) State: Statutory Amount OR Minimum $1,000,000 b) Employer's Liability: $1,000,000 2. Comprehensive General Liability: $ 2,000,000 $ 4,000,000 Each Occurrence Annual Aggregate 3. Comprehensive Automobile Liability: $ 1,000,000 Combined Single Limits 2.7.3 PERMITS The provisions of Section 7-5 of the Standard Specifications shall be revised to read as follows: The Contractor shall apply for, process, secure, and pay for all permits and/or licenses required to perform the work. 1. The Contractor and all Subcontractor(s) shall pay all business taxes or license fees that are required for the work. The Contractor shall obtain the following City of Chino Hills permits (City fees for these items will not be assessed to the Contractor): 2. Temporary Use Permit for stockpile, storage, and staging sites. Such sites shall be located in areas away from homes, apartments, schools, and businesses to the satisfaction of the Engineer. - END OF SECTION - 157/328 2.8 SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL (NOT REQUIRED) - END OF SECTION - 158/328 2.9 SECTION 9 - MEASUREMENT AND PAYMENT 2.9.1 GENERAL 2.9.1.1 Payment. - Payment for the various items of the Bid Sheet(s), as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of work, all in accordance with the provisions for Measurement and Payment in the Standard Specifications and these Special Provision, and as shown on the Drawings, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including the Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Sheet(s), and all costs therefor shall be included in the prices named in the Bid Sheet(s) for the various appurtenant items of work. 2.9.1.2 Partial and Final Payments. - Acceptance of any progress payment accompanying any estimate without written protest shall be an acknowledgment by the Contractor that the number of accumulated contract days shown on the associated statement of working days is correct. Progress payments made by the City to the Contractor after the completion date of the Contract shall not constitute a waiver of liquidated damages. Subject to the provisions of Section 22300 of the Public Contract Code, a 5 percent retention will be withheld from each payment. All invoices and detailed pay requests shall be approved by the Engineer before submittal to the City for payment. All billings shall be directed to the Engineer. The Contractor shall submit with its invoice the Contractor's conditional waiver of lien for the entire amount covered by such invoice; valid unconditional waivers of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices; Waivers of lien shall be in forms prescribed by California Civil Code Section 3262. Prior to final payment by City, Contractor shall submit a final waiver of lien for Contractor's work, together with releases of lien from any subcontractor or materialmen. 2.9.1.3 Release of Retention - The last subparagraph of Standard Specifications Section 9-3.1 shall be DELETED and the following substituted therefor: At the expiration of forty-five (45) days after acceptance of the Work by the City of Chino Hills City Council, or as prescribed by law, the amount deducted from the final estimate and retained by the City will be processed for payment to the Contractor, except for such amounts as are required by 159/328 law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 2.9.1.4 Federal Requirements for Prompt Progress Payment to Subcontractors - A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanctions and other remedies of that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work and pay retainage to the prime contractor based on these acceptances. The prime contractor or subcontractor shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49 CFR 26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor, in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance or noncompliance by a subcontractor. 2.9.2 SCHEDULING, MEASUREMENTS AND PAYMENTS 2.9.2.1 Initial Mobilization Measurement for payment of Mobilization will be based upon completion of such work as a lump sum, non-proratable pay item, and shall require completion of all listed items during the first 10 days following the Notice to Proceed. Mobilization shall include but not be limited to the following principal items: 1. Obtaining and paying for all bonds, insurance, and permits; 2. Moving onto the site all Contractor's plant and equipment required for the first 10 days' operations; 160/328 3. Installing temporary construction power, wiring and lighting facilities, if any; 4. Establishing a fire protection system, if any; 5. Developing and installing a construction water supply per Section 7-8.5 of the Standard Specifications; 6. Providing on -site sanitary facilities and potable water facilities as specified per Cal - OSHA; 7. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer's specified storage requirements and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer and all security measures; 8. Arranging for erection of Contractor's work and storage yard; 9. Posting all OSHA required notices and establishment of safety programs per Cal - OSHA and as required by Section 7-10.4 of the Standard Specifications; 10. Having the Contractor's superintendent at the job site full time as required under Section 7-6 of the Standard Specifications; 11. Submittal of required Construction Schedule as specified in Section 6-1 of the Standard Specifications. 12. Provide Traffic Control Plans that may be required by the Engineer. Traffic Control Plans shall be prepared by a licensed Civil of Traffic Engineer. 13. Compliance with NPDES requirements and providing a SWPPP for the duration of the project and requirements per Section 2.10.14 14. Paying all fees and associate costs shall include but not limited to design, inspection, permits, construction and any other costs associated with the project In addition to the requirements specified above, all submittals shall conform to the applicable requirements of the Standard Specifications. No payment for any of the listed mobilization work items will be made until all of the listed items have been complete to the satisfaction of the Engineer. The aforementioned amount will be withheld by the City as the agreed, estimated value of completing all of the mobilization items listed. Any such withholding of money for failure to complete all such mobilization items as a lump sum shall be in addition to the retention of any payments pursuant to the provisions of the Public Contract Code. 161/328 2.9.2.2 Traffic Control and Safety Traffic control, including but not limited to vehicular and pedestrian traffic controls, maintenance of vehicular and pedestrian access, temporary traffic control flaggers, detours and street closures, shall be in accordance with the latest edition of the California Manual on Uniform Traffic Control Devices (California MUTCD) for Streets and Highways, including all of the latest subsequent amendments to the California MUTCD, and shall be to the satisfaction of the City Engineer. The Traffic Control Plan shall outline the control of traffic while working on each respective section of infrastructure installation, and shall clearly demonstrate how the traffic will be diverted around the work area. The Plan shall show the layout of all of traffic control devices to be used (i.e., signage, cones, delineators, barricades, message signs, etc.) as needed. Three (3) sets shall be submitted to the City Engineer for review and approval at least one (1) week prior to the start of construction. No construction work shall commence until the Contractor's traffic control plan for all stages has been approved by the City Engineer. Copies of the Traffic Control Plan shall be maintained on the Project site at all times. Access to all local driveways shall be maintained at all times. Advanced notification shall be provided to residents and business when working directly in front of the driveway(s). Flashing arrow board signs shall be used. (Battery or solar -powered only.) Payment for preparation of traffic control plans shall be part of the lump sum bid for "Mobilization". Said payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and also for doing all work involved in providing traffic control, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made. Parking within the area of improvement may be restricted during construction operations. Temporary "No Parking" signs shall be provided and posted by the Contractor two (2) working days prior to the start of construction. The "No Parking" signs shall clearly state the date and hours during which the restriction is effective. The Contractor shall notify the City inspector when the signs are placed so that the "No Parking" can be enforced. Payment for traffic control associated with the project will be made at a percent basis concurrent with the project work completed named in the Bid Sheets under the Item. "Provide Traffic Control", which price shall constitute full compensation for completion of all such work as required hereunder. 162/328 2.9.2.4 Pay Line Items Base Bid Items; (All Streets) Al. Mobilization A2. Provide Traffic Control 1A 6" concrete curb and gutter 1 B 6"concrete curb and gutter w/ sloping gutter 2 Construct 4" thk. decomposed granite walking path 3 Residential Driveway 4 16" retaining curb 5 Brooks Box No. 2424 or equal; modify rock gutter 6 4" concrete sidewalk 7 Concrete access ramps 8 Grind existing ac pavement 9 Variable height retaining wall 10 3" ac pavement 10A Variable thickness ac pavement overlay 11 4" thick Aggregate base 12 6" PCC driveway pavement 13 Adjust existing gas valve/vault to grade 14 Install 3" pvc (sch. 40) drain line through curb 15 Remove, salvage and reinstall street sign. 16 Remove and replace existing mailbox 17 Relocate fire hydrant 18 Adjust existing water meter box to grade 19 Adjust existing sewer manhole to grade 20 Adjust existing water valve to grade 21 Restore and repaint stop legend and limit line 22 Perform site grading as indicated on approved plan to achieve final grading contours noted thereon. 23 Join existing 30" HDPE pipe and extend same for 15' additional length. 24 Install rip -rap for slope protection (riprap to be provided by City). 25 Const. 12" thk. Concrete headwall per detail Sheet 5 of plans. 30 Install new LED Street Light Pole and Foundation per City of Chino Hills Std. Drawing No. 407 and 409. - END OF SECTION - 2.10 SECTION 10 - CONSTRUCTION DETAILS 2.10.1 GENERAL 163/328 2.10.1.1 Description. - Section 10, "Construction Details", includes only technical provisions that add, delete, or revise that which is already covered in the Standard Specifications, or exercises a choice that is offered in the Standard Specifications, or adds subjects not covered in the Standard Specifications. 2.10.2 EARTHWORK 2.10.2.1 General The Contractor shall furnish all labor, materials, tools, equipment, transportation, watering, compacting and all incidental work and services required for satisfactory completion of earthwork and grading. Earthwork and grading shall conform to Section 300 "Earthwork" of the Standard Specifications for Public Works Construction (SSPWC), except as modified herein. The work shall consist of performing all operations necessary to excavate roadways, slopes, re -grading area with minimum slopes, benches, ditches, channels or other items shown on the Plan and to backfill depressions or ditches caused by removal of obstructions, construct embankments at the locations and to the elevations and form shown on the Plan and to shape and compact all subgrade in accordance with these Specifications. No surplus excavated material may be disposed of within the right-of-way. The Contractor shall make all arrangements for disposal of material at offsite locations and shall, upon request, file with the Engineer the written consent of the owner of the property upon which it intends to dispose of such material. The Contractor shall satisfy itself that there is sufficient material available for the completion of the fills before disposing of any indicated surplus material. Any shortage of material caused by the premature disposal of material by the Contractor shall be replaced by same with no compensation allowed for said replacement. Payment for all earthwork required with completion of streets, asphalt, concrete curbs, sidewalks, driveways, drive approaches, street lights, retaining curb, retaining walls, retaining wall backfill, landscaped area preservation, etc. will be considered to be included in the various items requiring said earthwork, and no separate and/or additional compensation will be allowed. This specifically applies to those improvements shown on Sheets 2, 3, 4 and 5. Payment for all earthwork required with completion of the walking path as shown on Sheets 6 and 7 of the approved plans and completion of all drainage easement grading, including weed removal, material removal and/or re -compaction, site shaping, positive flow establishment, new grade -line establishment, import of additional fill material, compaction of said import, the protection in place of various items as indicated on Sheets 6 and 7, etc. are assumed to be included in the lump sum unit price -Bid Item "Site Grading" and no additional compensation will be allowed therefore. 164/328 2.10.2.2 Preservation of Property Existing improvements or facilities and trees and shrubs that are not to be removed, shall be protected from injury or damage resulting from operations of the Contractor, and the Contractor shall be responsible for such damage. Only trees and shrubs specifically designated or marked for removal by the Engineer shall be removed. The Contractor shall provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by his operations. Failure to control such dust shall be cause for the Engineer to stop the work until said dust is controlled, and the Contractor shall have no recourse to collect from the City for any loss of time or expense sustained by him due to such suspension of work. 2.10.2.3 Clearing and Grubbing Clearing and Grubbing shall be performed in conformance with the provisions of Section 300-1 of the Standard Specifications and these Special Provisions, and is modified to include the following: Except as otherwise specified, buried logs, vegetation and shrubs, fencing, buried junk piles, crib -lock walls, heavy growth of grass and weeds and all other objectionable material shall be removed from the site of the work. None of the above materials shall be permitted to remain in or under embankment fill areas or other work areas. The cost for operations outlined in this section and those items of work listed below shall be part of the Lump Sum unit price — Bid Item, "Site Grading" and no additional compensation will be allowed therefor. 1. Clearing and removal of trash and debris, brush and vegetation. 2. Remove existing sod and excess dirt as required. 3. Modify and/or repair existing lawn landscaping and irrigation sprinkler system in project area that are damaged due to the Contractor's operation and implementation of plan improvements. 4. Removal and disposal of miscellaneous pipes, conduits, drains, and underground connections, 5. Removal of any other miscellaneous items that may impede construction including, but not limited to, railroad ties, steel and/or wood posts, bricks, pavers, and concrete slurry. 165/328 6. Removal and disposal of concrete and/or asphalt ADA ramps, including curbing, detectable warning surfaces, miscellaneous concrete, etc. 7. Removal and disposal of delineators and raised pavement markers. 8. Removal and disposal of all chain link and/or wire fencing that is not re -used on this project. 9. Including, but not limited to removal of all deleterious material on the Southerly sides of Gird Avenue between Pipeline Avenue and Del Norte Avenue, Lugo Avenue between Pipeline Avenue and Montecito Avenue, El Molino Avenue between Pipeline Avenue and Montecito Avenue and the existing walking path between Gird Avenue and Country Club Drive, including recompaction with suitable fill materials to 90% relative compaction. 2.10.2.4 Removal and Disposal of Material Material removed during clearing and grubbing, including any excess excavation, shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations of governmental agencies having jurisdiction. Burning of materials on the site will not be permitted. 2.10.2.5 Excavation Excavation shall conform to the lines, grades and cross -sections shown on the Plan and no payment will be made for quantities in excess of those shown or hereinafter specified. When solid rock, scale, hardpan or like materials are encountered in the excavation, it shall be excavated to not less than 6-inches below subgrade and replaced with select material approved by the Engineer. Said select material shall be compacted to not less than 90 percent maximum density. Whenever reference is made to maximum density, it refers to the maximum density as determined by ASTM. All soft or unsuitable material that will not readily compact to the density specified shall be removed to the depths shown on the Plan or ordered by the Engineer and disposed of as directed by the Engineer. Excavation in areas not shown on the Plan or authorized by the Engineer will not be paid for and the Contractor shall, at his own expense, backfill and compact unauthorized excavation areas to the original ground elevation and to the density specified. All rocks or lumps larger than 2-1/2 inches in size in the upper 6-inches of the subgrade which will not break up under the operation of grading equipment shall be removed and 166/328 the resulting space refilled and compacted with selected material approved by the Engineer. 2.10.2.6 Embankment The area where an embankment is to be constructed shall be cleared of all vegetation, roots and foreign material. The surface shall be moistened, scarified to a depth of six inches and rolled or mechanically compacted to 95 percent of maximum density. Embankment shall be placed in horizontal layers not to exceed eight inches in thickness measured prior to compaction, where compaction is by sheepsfoot rollers. The thickness shall be limited to six inches if compaction is by means of power driven tampers. Each layer shall be moistened or dried as required and thoroughly compacted to the following densities: a. The density of each layer placed within 2.5 feet of the finished surface shall be not less than 95 percent of maximum density if under asphaltic concrete with no base material and 90 percent if under asphaltic concrete on base material. b. The density of layers greater than 2.5 feet below finished surface shall be not less than 90 percent of maximum density. 2.10.2.7 Subgrade Preparation Subgrade preparation shall conform to Section 301-1 of the standard specification and these special provisions. Subgrade preparation shall consist of (1) preparing basement soil or original ground to receive embankment, aggregate base or pavement; (2) preparing basement soil in roadway excavation areas to receive aggregate base or pavement; or (3) of preparing embankment to receive aggregate base or pavement. The area shall be graded to the approximate elevation and cross- section shown. All rocks and lumps of earth over 2-1/2 inches in size and other unsuitable material shall be removed and disposed of from the upper 6-inches of the roadbed. The subgrade then shall be watered, shaped to the required grade and cross-section and thoroughly compacted prior to application of an approved weed killer across all earth materials. The surface of the finished subgrade shall be true and uniform and shall not vary more than 0.1 foot below and not more than 0.05 foot above the theoretical cross-section at any point thereon. Any subgrade that does not conform to these requirements immediately prior to placing subsequent material thereon, shall be reworked, watered and re -compacted. 2.10.2.8 Finishing Slopes and Surfaces 167/328 The surface of all areas of earth and other materials shall be finished to a reasonably smooth and compact surface substantially in accordance with the surface lines and cross -sections shown and to the elevations indicated on the Plan or as directed. The degree of finish for graded slopes shall be that ordinarily obtainable from either blade - grader, scraper or hand shovel operations. 2.10.2.9 Subgrade and Embankment Protection During construction and until final acceptance of the work, excavations, embankments and subgrades shall be kept shaped and effectively drained at all times. Where ruts develop in the subgrade, the subgrade shall be brought to grade, reshaped if required, and recompacted prior to the placing of any paving material. Storage or stockpiling of materials on the subgrade will not be permitted. No base course shall be placed until the subgrade has been approved by the Engineer. Base material shall not be placed on muddy or otherwise unsuitable subgrade. 2.10.2.10 Watering Tap water shall be used for compacting original ground, embankments, structure and trench backfill, subgrade, base and for laying dust caused by grading or traffic. 2.10.2.11 Payment Payment for earthwork and grading, clearing and grubbing shall be part of the Lump Sum unit price — Bid Item, "Site Grading" Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and also for doing all work involved in the earthwork, grading, clearing and grubbing, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.3 REMOVALS, RELOCATIONS, AND REPLACEMENT 2.10.3.1 General. The work to be performed under the removal items consists of all areas to be improved, certain relocations, reconstructions, restorations, and abandonments. Materials to be removed including, but not limited to, AC dike/curb/berm, AC pavement, concrete curb and gutter, cobble, bollard/ guard posts, wood, tubular steel, wrought iron or decorative iron fencing, block walls, and trees shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations of governmental agencies having jurisdiction. 2.10.3.2 Removal of AC Pavement and AC Dike/Curb/Berm 168/328 Bituminous pavement shall be removed to clean, straight lines. Contractor shall sawcut edges to be joined. Where bituminous pavement adjoins a trench, edges adjacent to the trench shall be trimmed to neat, straight lines before resurfacing to ensure all areas to be resurfaced are accessible to rollers used to compact the subgrade or paving materials. 2.10.3.3 Removal of Concrete Pavement, Concrete Curb, and Concrete Curb & Gutter Concrete pavement shall be removed to neatly sawed edges with full depth saw cuts made completely through. Concrete sidewalk or driveway to be removed shall be neatly sawed in straight lines either parallel to the curb or at right angles with the alignment of the sidewalk. If the saw cut would fall within 30 inches of a construction joint, expansion joint, or edge, the concrete will be removed to said joint or edge. Curb and gutter shall be sawed completely through on a neat line at right angles to the curb face. 2.10.3.4 Removal of Trees Trees to be removed shall be marked and verified by the Project Engineer prior to their removal. The contractor shall remove and dispose of existing trees at locations as shown on the plans and as directed by the Engineer in accordance with Section 300-1 of the SPPWC. Payment for operations outlined in this section shall be part of the Lump Sum unit price — Bid Item, "Site Grading" and no additional compensation will be allowed therefor. 2.10.3.5 Removal and Disposal of Wood/ Tubular Steel/ Wrought -Iron/ Block Wall, Swing and Rolling Gates Prior to removal and/or replacement of any fencing or gates, the Contractor shall verify with the Project Engineer the new location of fence and/or gate as may or may not be identified on plans. The Contractor shall secure and stabilize all fencing and /or gates to their final location. Chain link fence to be replaced as may or may not be identified on plans shall be installed in accordance with Sections 206-6 and 304-3 of the SSPWC, and the City Standard Plan 300. 2.10.3.6 Payment for Removals, Relocations, and Replacement Payment for removals of AC pavement and AC berm shall be part of Section 2.10.2.3 Clearing and Grubbing operations for this project, and as such shall be included in the Lump Sum unit price — Bid Item, "Site Grading" and no additional compensation will be allowed therefor. Said payment shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, 169/328 sawcutting, and incidentals, and also for doing all work involved in the removals, as specified in these special provisions and as directed by the Engineer. Payment for removals of PCC pavement, AC dike, concrete curb, brick pavers, decorative concrete, planters, pilaster, wood ties, railroad ties, shall be part of Section 2.10.2.3 Clearing and Grubbing operations for this project, and as such shall be included in the Lump Sum unit price Bid Item -"Site Grading" and no additional compensation will be allowed therefore. Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, and incidentals, and also for doing all work involved in the removals, as specified in these special provisions and as directed by the Engineer. Payment for removals of trees shall be part of Section 2.10.2.3 Clearing and Grubbing operations for this project, and as such shall be included in the Lump Sum unit price — Bid Item, "Site Grading" and no additional compensation will be allowed therefor. Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in the removals, as specified in these special provisions and as directed by the Engineer. Payment for removals and disposal of existing wood fence, existing concrete block wall, existing masonry wall and other type of fencing and walls as identified on plans shall be part of Section 2.10.2.3 Clearing and Grubbing operations for this project, and as such shall be included in the Lump Sum unit price — Bid Item, "Site Grading" and no additional compensation will be allowed therefor. Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in removals and disposal, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. Payment for removals and disposal of concrete block wall, concrete wall with tubular steel or wrought iron, wrought iron fencing and other type of fencing as identified on plans shall be part of Section 2.10.2.3 Clearing and Grubbing operations for this project, and as such shall be included in the Lump Sum unit price — Bid Item, "Site Grading" and no additional compensation will be allowed therefor. Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, saw cutting, excavation, and incidentals, and also for doing all work involved in removals and disposal, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 170/328 2.10.4 CONSTRUCTION OF PCC CURB & GUTTER, PCC RETAINING CURB, PCC SIDEWALK, PCC CURB RAMP, PCC CROSS -GUTTER, GUTTER TRANSITION, PCC DRIVEWAY AND DRIVEWAY APPROACH, CURB DRAIN, WALKWAY, FALSE CURB, AND CONCRETE BLOCK RETAINING WALL 2.10.4.1 General The work to be performed under the these items shall include the construction of PCC curb & gutter, concrete planter curb, sidewalk, cross -gutter and spandrel, driveway approach, curb drain, concrete walkways, false curbs and concrete block retaining wall, including all steel placements, as shown on the Plans and City of Chino Hills Standard Drawings and Specifications. Concrete retaining wall shall be constructed per details provided on the approved plans on Sheet 5. Curb ramps shall be constructed per Caltrans Std. Plan RSP Std. A88A, and any details as included in the Plans. Armor -Tile: Part number ADA-S-3648 or approved equivalent shall be used for the truncated domes on the curb ramps. The truncated dome tile shall be poured -in -place. False curb shall be constructed as shown on the Plans and per Alhambra Foundry Co. Standard in Appendix C of these project specifications. The provisions of Section 303-5, "Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways," of the Standard Specifications shall apply. Concrete for sidewalks, curb, curb & gutter, drive approach, access curb ramp, concrete planter curb, and cross gutter and spandrel shall be Class 520-C-2500. Retaining concrete block wall footing shall be Class 560-C-3250. 2.10.4.2 Payment Payment for the construction of PCC curb and gutter, PCC curb only and PCC transition curb shall be part of the Linear Foot unit price — Bid Item, "Construct 6" Concrete Curb & Gutter", "Construct 6" Curb and Gutter, modified for sloping gutter", and "Construct Retaining Curb. Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, subgrade compaction, earthwork, and incidentals, and also for doing all work involved in the construction of said aforementioned items, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 171/328 Payment for the construction of PCC sidewalk and driveway approach shall be part of the Square Foot unit price — Bid Item(s), "Construct 4" Thick Concrete Sidewalk" and "Construct Residential Driveway". Payment for the construction of PCC Access Ramps shall be part of the Each unit price — Bid Item, "Construct ADA Access Ramp", and shall include all concrete shown within the delineated access ramp as shown on the approved plans, including the width of any curbing shown along the rear of each ramp, but not including the curb and gutter ramp transitions along the front of each ramp. Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, subgrade compaction, earthwork, and incidentals, and also for doing all work involved in the construction of said aforementioned items, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. Payment for the construction of concrete block masonry wall shall be part of the Square Foot unit price — Bid Item, "Construct Variable Height Retaining Wall". Said payments shall include full compensation for furnishing all labor, materials, foundation/footing, tools, equipment, disposal and hauling, sawcutting, excavation, subgrade compaction, earthwork, and incidentals, and also for doing all work involved in the construction of concrete block retaining wall as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.5 COLD MILL EXISTING PAVEMENT 2.10.5.1 General The work to be performed under the removal of asphalt by cold milling shall include all work in accordance with the details as shown on the Plans and provisions of Section 302-1, "Grind existing AC pavement 1-1/2" of the Standard Specifications. Loosened material shall be removed so that no loose aggregate remains on the project, including parkways, sidewalks and side streets, at the end of each work day. Material to be removed from the site shall become the property of the Contractor and shall be disposed of outside the site of work by the Contractor at his own expense. Immediately following the cold plane operation, all asphalt pavement joins within travel lanes that have vertical separation shall be ramped with temporary asphalt concrete. Ramps shall be no less than four feet from the join and shall extend across all travel lanes. Temporary asphalt ramps shall be completely removed and disposed of prior to overlay application. The Contractor shall provide adequate protection to curbs, trees, and any adjoining structures to ensure against damage from planning operations. Manhole ring and covers and water valve cans shall be protected in place. 2.10.5.2 Payment 172/328 Payment for cold milling existing pavement and overlay asphalt concrete per detail on Plan shall be part of the Square Foot unit price — Bid Item, "Grind existing AC Pavement 1-1/2". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in cold milling pavement, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.6 AGGREGATE BASE 2.10.6.1 General The Contractor shall furnish all plant, labor, materials, tools, equipment, transportation and all incidental work and services required to construct aggregate base in accordance with these Specifications, applicable Plan and Section 200 and 301 of the SSPWC, as modified herein. The subgrade shall be prepared as specified in Section 301-1 of the SSPWC. Aggregate base shall be Crushed Aggregate Base and shall conform to the requirements of Section 200-2.2 and Section 200-2.4, respectively of the SSPWC. Base material shall be spread on the prepared subgrade in uniform layers in accordance with Section 301-2 of the SSPWC. Untreated base shall be compacted in accordance with Section 301-2.3 of the SSPWC. The finished base, where not controlled by adjacent structures, shall be not more than 0.02 foot above, and not more than 0.02 foot below the theoretical cross-section. 2.10.6.2 Payment Payment for construction of aggregate base shall be part of the Tons unit price — Bid Item, "Sawcut, excavate and remove unclassified material to a depth required for full structural section per plan and install 4" Aggregate Base". Said payments shall include full compensation for furnishing all labor, materials, compaction, testing, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in construction of aggregate base, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.7 ASPHALT CONCRETE PAVEMENT 2.10.7.1 General 173/328 The work to be performed under the construction of asphalt concrete pavement shall include furnishing all labor, materials, tools, equipment, and all incidental work and services necessary for the construction of asphalt concrete (AC) base course and overlay as shown on the Plans. These improvements shall conform to provisions of Section 301-1, "Subgrade Preparation," Section 302-5, "Asphalt Concrete Pavement," and Section 203-6, "Asphalt Concrete", of the Standard Specifications, except as modified herein. 2.10.7.2 Prime and Seal Coats A prime coat or a seal coat will not be required unless specified in the Special Provisions. When specified, the prime and seal coats shall conform to Section 203 of the SSPWC. 2.10.7.3 Asphalt Binder A tack coat shall be applied to all concrete curb or gutter surfaces that will be in contact with the asphalt surfacing. The surface to be covered shall be thoroughly cleaned of all debris and completely dry prior to application of the asphalt binder. The tack coat shall consist of emulsified asphalt, Grade Hot PG 64-10 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203-3 and 302-5 of the SSPWC. 2.10.7.4 Overlay Cold mill or saw cut and remove and haul off existing bituminous pavement, base, and subgrade to a depth as designated. If the removal depth designated on the plans is insufficient to remove the entire depth of asphalt concrete section, the Contractor is required to remove additional material such that the final depth of the patch is 1-inch below the bottom of the existing asphalt section. 2.10.7.5 Asphalt Concrete. Asphalt concrete shall be the product of mixing mineral and/or crushed slag aggregate with asphalt binder at a central mixing plant. The combined mineral aggregate shall be as follows: 3" AC or greater 3/4-inch C-1 2" AC 3/4-inch C-2 1-1/2" AC Resurfacing 1/2-inch C-2 174/328 The asphalt binder shall be paving asphalt, viscosity grade PG 64-10 and shall conform to the requirements of Section 203.6 of the SSPWC. The temperature of the paving asphalt and the mineral aggregate at the time of mixing shall conform to Section 203-1 of the SSPWC. Refer to City of Chino Hills Standard Plans. 2.10.7.6 Placing Asphalt Concrete Pavement Prime coat or plant mixed surfacing shall be placed on the base course or subgrade only after said base has been approved by the Engineer. All work shall conform to Section 302-5 of the SSPWC except as modified herein. The application temperature of asphalt shall conform to Section 203-1.4 of the SSPWC. Distribution and spreading shall conform to Section 302-5.4 The Contractor shall furnish to the Engineer certified weight tickets for all asphalt concrete incorporated in the work at the time of delivery of materials. 2.10.7.7 Rolling Asphalt concrete shall be thoroughly compacted by rolling in accordance with Section 302-5.6 of the SSPWC. Manholes and other structures shall be adjusted to grade per Section 302-5.6.2 of the SSPWC. 2.10.7.8 Payment. Payment for construction of AC pavement shall be part of the Tons unit price — Bid Item(s), "Construct 3" AC Pavement" and "Construct Variable Thickness AC Pavement Overlay". Said payments shall include full compensation for furnishing all labor, materials, compaction, testing, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in construction of AC pavement, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.8 RELATIVE COMPACTION TESTS 2.10.8.1 General Relative compaction tests shall be provided by the Agency at its' own, sole cost and expense. The Agency shall determine the number and location of all compaction tests in general conformance with Attachment No. 1, Appendix E, - Quality Assurance Plan (QAP). As project particulars may change and effect either the number or location of any of the various tests, the Engineer shall document said changes and provide his justification of same. 175/328 The following test methods shall be used for determining relative compaction: California Test 216 (Sand Cone Method) California Test 231 (Nuclear Gauge Method) Testing specifically includes compaction testing every 500 LF of subgrade and aggregate base. The Contractor will be provided with compaction test locations deemed necessary by the Engineer. If compaction fails to meet the contract specifications, then the Contractor shall make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met. 2.10.8.2 Payment Payment for compaction testing shall be included in the actual bid items requiring compaction testing. No additional compensation will be made therefor. 2.10.9 ADJUSTMENT OF SURFACE UTILITIES TO GRADE AND RELOCATIONS OF WATER METER AND FIRE HYDRANT 2.10.9.1 General The work to be performed under the adjustment of surface utilities to grade shall include furnishing all labor, materials, tools, equipment, and all incidental work and services necessary for the adjustments of existing utility vault/box, manhole, water meter box to grade, relocation of water meter box and fire hydrants, and rotate eccentric top section of existing manhole as shown on the Plans and Standard Specifications. City owned utility frames and covers for survey monuments, water meter, water valves and manholes within the area to be paved or graded, shall be set to finish grade by Contractor after construction of new asphalt concrete pavement in Portland Cement Concrete in all pavement areas, City utility frames and covers shall be adjusted to grade prior to placement of concrete. All other utility frames and covers shall be set to finish grade by the respective utility company, unless directed by the City Engineer. Manholes and other structures in Asphalt Concrete pavement shall be set to finish grade in accordance with the provisions of subsection 302-5.8 of the Standard Specifications. 2.10.9.2 Adjust Manholes & Water Valves Where required, manholes and water valves shall be raised or adjusted to finish grade by the Contractor in accordance with the provisions of Section 301-1.6 and 302-5.8 of the Standard Specifications. 176/328 The Contractor shall remove and clean all material attached to manholes, vaults, valve covers, street monument covers and/or utility covers to the satisfaction of the Engineer. All work associated with manholes & water valves shall be completed in accordance with the appropriate City of Chino Hills Standards. 2.10.9.3 Water Meters Relocation and Adjustment When adjusting and or relocating water meter boxes to grade, contractor shall replace any old concrete style boxes located within the proposed improvement areas with new meter boxes per City of Chino Hills standard. If a new meter box is existing, but is damaged or broken for any reason, the contractor shall be responsible for replacing same. Payment for Water Meter Relocations and Adjustments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in adjusting these surface utilities to grade, or relocating the services and boxes as specified in these special provisions to a new location, and as directed by the Engineer and no additional compensation will be made therefor. This includes adjustment of water meter boxes, relocating water meter boxes, and replacing meter boxes as needed, and each shall be part of the per Each unit price — Bid Item(s), "Adjust existing Water Meter Box to final grade. 2.10.9.4 Fire Hydrant and Blow Off Relocation Relocation of fire hydrants and/or blow offs shall conform to AWWA C503, "Wet Barrel Fire Hydrants", and the City of Chino Hills Standard Plans, Standard Specifications and Design Criteria for Water, Recycled Water and Wastewater. Existing fire hydrant to be relocated shall be in conformance to the City of Chino Hills Standard Plans Drawing 308, and W-9. Contractor shall field verify new locations and obtain approval from the Engineer prior to starting work. 2.10.9.5 Payment Payment for adjustment of existing utility covers, vault/box, manholes shall be part of the per Each unit price — Bid Item(s), "Adjust existing Gas Valve / Vault to finished grade", and "Adjust Water Valve to Grade". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in adjusting surface utilities to grade, except as noted below, and as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 177/328 Water Valve adjustments shall specifically include relocation of the water valve. Adjustments to valve slip covers during paving operations shall not be considered as an "adjustment of the water valve", and payment for slip covers shall be included in the other items of work associated with an actual water valve adjustment. No specific payment will be made for adjustments to valve slip covers. Payment for the relocation of the "Fire Hydrants" and "Blow Offs" shall be part of the per Each unit price — Bid Item(s), "Relocate Fire Hydrant". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in relocating the fire hydrant, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.10 REMOVE AND REPLACE EXISTING MAIL BOXES 2.10.10.1 General The work shall include the removal, relocation and replacement of existing mail boxes as shown on the plans. The Contractor shall relocate mail boxes in accordance to the Standard Specifications and per approval of the U.S. Postal Service. The contract shall install new mail box wood post and support per the U.S. Postal Service standards and requirements where the existing post cannot be physically relocated and salvaged as identified on plans. 2.10.10.2 Payment Payment for the relocation of the mail boxes shall be part of the per Each unit price — Bid Item, "Remove and Replace Existing Mail Box". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in relocating the mail boxes, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.11 RELOCATION OF TRAFFIC SIGN AND POST 2.10.11.1 General The work shall include the relocation of traffic sign and post as shown on the plans, Standard Specifications, and any details shown on project plans. The Contractor shall reinstall signs in accordance with Section 56-2 of the State of California, Department of Transportation Standard Specifications. 2.10.11.2 Payment 178/328 Payment for the relocation of the traffic sign and post shall be part of the per Each unit price — Bid Item, "Remove, Salvage and Reinstall Sign." Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in relocating traffic sign and post, as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.12 REPLACE STRIPING, PAVEMENT LEGENDS, AND PAVEMENT MARKERS 2.10.12.1 General Pavement delineation removal shall be coordinated with temporary delineation so the lane lines are provided at all times on traveled ways open to public traffic. Whenever lane lines and centerlines are obliterated, the minimum lane line and centerline delineation to be provided shall be temporary reflective raised pavement markers place at longitudinal intervals of not more than 25 feet. The temporary reflective raised pavement markers shall be the same color as the lane line or new centerline the markers replace. 2.10.12.2 Restoration of Striping, Pavement Legends, and Pavement Markers Restoration of striping, legends and markers shall conform to City of Chino Hills Standards 400, 402, 403, and 405 and shall be in three coats of paint (10-12 MILS per coat) per said standards. All traffic legends shall be replaced using "English" unit stencils. Equipment, mixing, surface preparations, application and tolerances for painting traffic striping and pavement marking shall conform to Section 84 of the State of California Department of Transportation Standard Specifications except as otherwise amended by the Special Provisions. 2.10.12.3 Payment Payment for the street striping, legends, and removals of existing striping shall be part of the per Each unit price — "Restore and Re -paint "Stop" Legend and Limit Line". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, and incidentals, and also for doing all work involved in the replacement of street striping and "Stop" legends as specified in these special provisions and as directed by the Engineer and no additional compensation will be made therefor. 2.10.13 INSTALL NEW LED STREET LIGHT POLE AND FOUNDATION PER CITY OF CHINO HILLS STD. DRAWING NO. 407 AND 409, AND PER APPROVED PLANS. 179/328 2.10.13.1 General Installation of the street lights for this project shall conform to Section 700-1 of the Standard Specifications for Public Works Construction ("GreenBook"). Lighting standards shall be Philips Lumec fixures RFS-25W16LED3K-G2-R2M-UNV-DMG-API-RCD7-GY3, 25 watt fixtures with type 2 optics. Meyers Panels shall come equipped with a photo cell optics window installed in the base cabinetry, and include the Photo Electric Cell receptacle, the auxiliary relay (when required), the disconnect device, and the concrete pad. Pull boxes shall be Brooks No. 28, or approved equal, and shall be inscribed with the words "Street Light" on the lids. Conduit from the Meyer's panel to each light pull box shall be minimum 1 1/2" PVC (Sched.40), and from the Meyer's panel to the Edison feed point shall be minimum 3" PVC (Sched. 40). 2.10.13.2 Payment Payment for installation of the street light, Meyers panels, pull boxes and street light conduits shall be part of the Lump Sum unit price — Bid Item, "Install New LED Street Light Pole and Foundation per City of Chino Hills Std. Drawing No. 407, 409 and 410 and Per Approved Plans", and shall include all of the various items required including but not limited to concrete foundations (f'c=3250 psi minimum), nuts, bolts, steel reinforcing, anchor bolts, hardware, 1.5" dia. PVC (Sched.40) conduit, 3.0" dia. PVC (Sched.40) conduit, all trench excavations, pipe bedding, backfill, asphalt grind, asphalt cap, asphalt tack coat, all wiring, Meyers panels and foundations (unmetered service pedestal), including conduits from Edison service feed points to the various Meyer's panel locations, coordination with Southern California Edison work crews, all utility boxes, all pull boxes, et.al., and shall be considered to include full compensation for furnishing all labor, materials, tools, equipment and incidentals for this work and no additional compensation for these items shall be allowed. 2.10.14 PERFORM SITE GRADING AS INDICATED 2.10.14.1 General Perform Site Grading shall conform to Section 300-1 Clearing and Grubbing, Section 300-4 Unclassified Fill, Section 300-7 Earthwork for Channels of the Standard Specifications for Public Works Construction ("GreenBook"), except as noted and modified herein. The items to be included in the section are those that are shown on Sheets 6 and 7 of the approved plans for this project, which have been shown and are intended to provide for the clearing and grubbing of all existing weed materials within the existing Val Verde 180/328 Street right-of-way, the re-establishment of line and grade for the existing drainage course running between Gird Avenue and Country Club Drive, the establishment of an as -graded compaction of 90% relative compaction, protection of various pipes, poles, valves, manholes, fences, walls within said right-of-way, the placement of various rip - rap boulders (to be provided by the City) within said right-of-way, the placement of a concrete headwall for the extension of two 30" diameter HDPE pipes, any necessary grading which is beyond the scope of work included in the extension of two 30" diameter HDPE pipes, the removal, as required, of cobbles, logs, and other debris items, the removal of various segments of pole fencing, as shown on the plans, and other items not specifically mentioned in order to achieve the finish graded contours as shown on the plan. 2.10.14.2 Payment Payment for completion of the "Site Grading" shall be part of the Lump Sum unit price — Bid Item, "Site Grading," and shall be considered to include full compensation for furnishing all labor, materials, tools, equipment and incidentals, imported soil materials should a shortage of earth materials be encountered, excavation and export of soil materials should an excess of earth materials be encountered, and no additional compensation for these items shall be allowed. 2.10.15 JOIN EXSTING 30" HDPE PIPES AND EXTEND SAME FOR AN ADDITIONAL 15 FEET. 2.10.15.1 General Join existing 30" HDPE pipes and extend same for an additional 15' shall conform to Section 306-2 Delivery, Storage, Handling, and Protection of Pipeline Materials, Fittings, Valves, and Appurtenances, Section 306-3 Trench Excavation, Section 306-4 Shoring and Bracing, Section 306-6 Bedding and Section 306-7 Prefabricated Gravity Pipe of the Standard Specifications for Public Works Construction ("GreenBook"), except as noted and modified herein. 2.10.15-2 Payment Payment for the placement of two 30" HDPE drainage pipes shall be part of the per lineal foot unit price — Bid Item, "Join Existing 30" HDPE Pipe And Extend Same For 15 Feet Additional Length.". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in joining the existing pipes, and extending them as indicated on the approved plans to the proposed concrete headwall location as directed by the Engineer and no additional compensation will be made therefor. 2.10.16 INSTALL RIP RAP FOR SLOPE PROTECTION (RIP RAP TO BE PROVIDED BY CITY). 181/328 2.10.16.1 General Install rip rap for slope protection shall include the placement of several tons of rip -rap stone materials, provided by the City to the job -site at a location convenient for their relocation. Rip rap shall be approximately' ton in size and shall be placed in the completed finished grade of the Val Verde Street right-of-way at several locations, and shall be buried into the finished grade by approximately 1/3 the diameter of the provided rip rap stone materials, at locations shown on the plan and as specified by the Public Works Inspector and Engineer. 2.10.16.2 Payment Payment for the placement of the rip rap for slope protection shall be part of the Lump Sum unit price — Bid Item "Install Rip Rap for Slope Protection, and shall include full compensation for furnishing all labor, tools, equipment, hauling, excavation and incidentals, and for also doing all work involved in placing the rip rap stones as directed. For purposes of this bid, the areas denoted to receive said rip rap may be slightly adjusted in the field by the Public Works Inspector, but shall primarily conform to the general location and overall size as shown on the approved plans. 2.10.17 CONSTRUCT 12" THK. CONCRETE HEADWALL PER DETAIL SHEET 5. 2.10.17.1 General Construct 12" thick concrete headwall per detail on Sheet 5 shall conform to the dimensions shown on Sheet 5 of the approved plans, and shall be constructed with a concrete having f'c=3250 psi. 2.10.17.2 Payment Payment for constructing the 12" thick concrete headwall shall be part of the Lump Sum unit price — Bid Item, "Construct 12" thick concrete headwall". Said payments shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in constructing said headwall, and joining the two extended 30" HDPE pipelines, and any necessary grading required in order to set concrete forms and establish line and grade for the completed headwall as directed by the Engineer and no additional compensation will be made therefor. 2.10.18 CONSTRUCT 4" THICK DECOMPOSED GRANITE WALKWAY 2.10.18.1 General 182/328 Construction of the 4" thick decomposed granite walkway shall conform to line and grade elevations as shown on Sheets 6 and 7 of the approved plan in order to provide positive flows from the walkway into the graded drainage swale, as indicated. Material type shall be Natracil Stabilized DG/CAS, or equal. Installation technique shall follow manufacturer's recommendations. 2.10.18.2 Payment Payment for the construction of the 4" thk. decomposed granite walkway shall be part of the Cubic Yard unit price — Bid Item, "Construct 12" thick Decomposed Granite Walking Path". Said payment shall include full compensation for furnishing all labor, materials, tools, equipment, disposal and hauling, sawcutting, excavation, and incidentals, and also for doing all work involved in constructing this path using the manufacturer's recommended installation procedures as directed by the Engineer and no additional compensation will be made therefor. 2.10.19 STORM WATER BEST MANAGEMENT PRACTICES 2.10.19.1 General The City of Chino Hills enforces construction site water quality regulations through legal authority contained in City Ordinance 37, pursuant to authority conferred by law including but not limited to; the Federal Clean Water Act, the Code of Federal Regulation Part 122; Porter Cologne Act; the National Pollutant Discharge Elimination System Permit (NPDES) No. 8000200 issued by the Regional Water Quality Control Board, Santa Ana Region. Sanctions for non-compliance include; monetary penalties; bonding requirements and/or permit denial or revocation. The Contractor shall develop and implement an acceptable storm water pollution prevention plan (SWPPP), and monitoring program that is specific for the construction project prior to the commencement of any construction activities. Prior to commencement of any construction work, a Storm Water Pollution Prevention Plan (SWPPP) shall be approved by the City and a Notice of Intent (NOI) Application Identification No. shall be obtained from the State Water Board. The Contractor shall be responsible for submitting an SWPPP for City approval. The SWPPP shall be prepared by a Qualified SWPPP Developer (QSD) and set in place a monitoring and implementation program to be overseen by a Qualified SWPPP Practitioner (QSP) as specified in the SWPPP for the entire duration of the construction project. The City shall be responsible for filing the NOI with the State Water Board along with submitting the approved electronic copy of the SWPPP. 183/328 Instructions for developing the SWPPP and obtaining a State of California Waste Discharger Identification Number can be found at; http://www.swrcb.ca.gov/stormwtr/construction.html , or, by calling the Santa Ana Regional Water Quality Control Board at: 909-782-4130. 2.10.19.2 Discharge of Water from Excavation If, at any time during your work, water must be pumped from an excavation, the pump discharge hose end must be covered with a burlap bag or other effective screening material, to collect dirt and debris and prevent it from entering the street gutters and/or the storm drains. In addition, it may be necessary to use sandbags to divert sediment laden waters away from storm drain and to create settlement areas, preventing significant amounts of sediment and debris from entering the storm drains. Dispose of this sediment in a way appropriate to its composition: if it is clean silt, it may be used as backfill in the excavation. However, if it is contaminated with substances containing chemicals which could harm the environment, it must be treated as a hazardous material and disposed of in an appropriately safe manner. 2.10.19.3 Payment Payment for the preparation of the Storm Water Pollution Prevention Plan will be included in the lump sum payment for project mobilization. No additional payment will be made therefore. Payment for implementing the Best Management Principles (BMP's) and other various preventative measures outlined in the Storm Water Pollution Prevention Plan (SWPPP) shall be included in the various items of work involved, and shall include full compensation for preparing and administering the SWPPP, to conform to Contractor's actual construction practices, and no additional payment will be made therefor. 2.10.20 CONSTRUCTION AND DEMOLITION RECYCLING REQUIREMENTS In accordance with Chino Hills Ordinance No. 240, contractors are required to identify material that will be reused, recycled or disposed of from the project. The Contractor will familiarize and comply with the requirements identified at Appendix G of this document. - END OF SECTION - 184/328