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HomeMy WebLinkAbout2018-203 (3)14. Metrolink (SCRRA) 186 University Parkway Pomona, CA 91768 Attn: Christos Sourmelis 15. Omnitrans _ 1700 W. a Street San Bernardino, CA 92411 Attn: Mel Cabang 16. Riverside Highland Water Company 12374 Michigan St. Grand Terrace, GA 92313-5602 Attn: Craig Gudgeon 17. San Bernardino County Information Services 670 E. Gilbert Street San Bernardino, CA 92415 Attn: Melissa Uyeda 18. San Bernardino Municipal Water Department Water Utility Division _ 399 Chandler Place San Bernardino, CA 92408 19. San Bernardino Valley Municipal Water District 380 E. Vanderbilt Way San Bernardino, CA 92408 Attn: Bob Tincher 20. SBC Services 3073 Adams Street, 2nd floor Riverside, CA 92504 Attn: Lee Corby _ 21. Southern California Edison Attn: Design Support / UND 9901 Geary Avenue Santa Fe Springs, CA 90670 22. TCI 1500 Auto Center Drive Ontario, CA 91761 Attn: Mark Davenhauer 23. The Gas Company 1981 W. Lugonia Avenue Redlands, CA 92374-9796 Attn: Carlos Flores 24. Time Warner Cable Construction Department 1500 Auto Center Drive Ontario, CA 91761 Attn: Bruce Dewese SP -6 _ 25. Time Warner Telecom 3281 Guasti Road, Suite #101 Ontario, CA 91761 Attn: Bart Van Wey - 26. US Sprint Communication 282 South Sycamore Street Rialto, CA 92376 Attn: Lynn Durrett 27. Verizon (GTE) Control Desk 9 South 0 Street Redlands, CA 92373 5-1.2 PAYMENT: Replace the entire paragraph with the following. Payment for utility location shall be considered as included in the prices in the BID for other items of work. SECTION 6 — PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work. Replace the entire subsection with the following: Pre -Construction Meeting: Within 10 working days of the award notification, the Contractor shall attend a Pre -Construction Meeting in the office of the City Engineer, Public Works Department, 2nd Floor, 201 b North °E" Street, San Bernardino, CA 92401. The Contractor shall coordinate with the Engineer to determine .the time and date of the Pre -Construction Meeting. At the Pre -Construction Meeting, if not previously submitted, the Contractor shall submit to the Engineer the following documents: (1) Three original copies of the executed Contract Documents; (2) Three original copies of the required liability _ insurance policies; (3) Three original copies of the required workers' compensation insurance policies; (4) Three original copies of the required Payment and Performance Bonds; (5) Two copies of the Construction Schedule; (6) Two copies of the Traffic Control Plan; (7) One copy of the Contractor's City Business License; (8) One copy of all City of San Bernardino permits necessary to perform the Work; and (9) One copy of all permits issued by other governmental entities necessary to perform the Work. Notice to Proceed: The Agency will issue the Notice to Proceed no later than 5 working days after the Pre - Construction Meeting. The Contract time shall commence upon the date of issuance of the Notice to Proceed. 6-1.2 PROSECUTION OF THE WORK. Add the following. The Contractor shall protect the work area from nuisance and storm water flows which could have a negative impact on construction operations and/or delay the work. The Contractor shall employ temporary sandbags, pumps, conduit, and other means necessary to divert these water flows to protect the work area. Payment for protection of the work area from water flows shall be considered as included in the Contract Unit price for each item of the Bid and no additional compensation shall be allowed. 6-7 TIME OF COMPLETION. 6-7.1 General. Replace the entire subsection with the following: The Contractor shall diligently prosecute the work to completion before the expiration of 60 working da s from the date of the Notice to Proceed. SP -7 6-7.2 Working Day. Replace the entire subsection with the following. Work activities shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday thru Friday, on the working days defined herein. A working day is any day within the period between the date of the start of the Contract time as specified in 6-1 and the date of field acceptance of the Work by the Engineer, other than: 1. Saturday and Sunday. 2. January 1, 2018; January 15, 2018; February 19, 2018; May 28, 2018; July 4, 2018; September -3, 2018; November 12, 2018; November 22, 2018; November 23, 2018; December 24, 2018; December 25, 2018; December 31, 2018. 3. Any day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a Contractor association. 4. Any day the Contractor is prevented from working at the beginning of the workday for cause as specified in 6-6.1. 5. Any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as specified in 6-6.1. 6-9 LIQUIDATED DAMAGES. Replace the third sentence of the first paragraph with the following. _ For each consecutive calendar day in excess of the time specified for the completion of Work in 6-7.1, as adjusted in accordance with 6-6, the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of $500. Replace the first sentence of the second paragraph with the following. Execution of the Contract shall constitute agreement by the Agency and Contractor that $500 per pay is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. SECTION 7 — RESPONSIBILITIES OF THE CONTRACTOR 7-2 LABOR. 7-2.2 Laws. Add the following: The Contractor and all Subcontractors shall pay each craft or worker employed on this project not less than the prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of the City of San Bernardino. The Engineer shall have the right to interview any craft or worker on the project site in order to verify payment of prevailing wage rates in accordance with Resolution No. 90-358. Prevailing wages shall comply with current rates and all updates in effect on the date of the first advertisement by the City Clerk of the 'Notice Inviting Sealed Bids". The Contractor shall comply with the provisions in Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to Subcontractors. 7-3 Insurance. 7-3.2 Liability Insurance. Replace the second and third paragraphs with the following: The Contractor shall maintain coverage with the following minimum limits: SP -8 _ General Liability: $1,000,000.00 per occurrence and $2,000,000.00 aggregate for bodily injury, personal injury, and property damage. Commercial General Liability Insurance or other form with a general aggregate limit shall apply separately to this project/location; Products/Completed Operations: $1,000,000.00 per occurrence and $2,000,000.00 aggregate; Automobile Liability: $1,000,000.00 per accident for bodily injury and property damage; Em to er's Liability: $1,000,000.00 per accident for bodily injury or illness; Course of Construction: Complete value of the project. 7-5 PERMITS. Replace the entire subsection with the following: City Business License. Within 10 workings days of the award notification, the Contractor shall obtain a City of San Bernardino Business Registration from the City Clerk's Office, 201a North "E° Street, San Bernardino, CA 92401. The Contractor shall pay all business taxes or license fees that are required for the Work. City Permits. Within 10 workings days of the award notification, the Contractor shall obtain all City of San Bernardino permits necessary to perform the Work. Permits shall be obtained from the Public Works Department, 2nd Floor, 201b North "E° Street, San Bernardino, CA 92401. The Contractor shall be responsible for meeting all permit requirements including completion of applications and provision of applicable USA reference numbers. No fee for City of San Bernardino permits will be charged to the Contractor. Permits shall be kept in a readily available place on the work site at all times during construction. Other Permits. Within 10 workings days of the award notification, the Contractor shall obtain all necessary permits from all applicable entities, including but not limited to, the City of San Bernardino Municipal Water Department, the United State Army Corps of Engineers, the State of California Department of Fish and Game, the State Water Resources Control Board, the California Regional Water Quality Control Board (Santa Ana Region), the State of California Department of Industrial Relations, and the State of California Department of Transportation (Caltrans). Fees for these permits shall be paid by the Contractor. 7-8 WORK SITE MAINTENANCE. 7-8.1 General. Replace the first sentence of the second paragraph with the following: The Contractor shall provide a self -loading motorized street sweeper equipped with a functional water spray system. Add the following to the subsection: The Contractor shall remove graffiti from all work site surfaces, including security fencing, on the day of occurrence. The Contractor shall control dust per section 7-8.2. 7-8.2 Air Pollution Control. Add the following: _ The Contractor shall water down the site during periods of high winds as directed by the Engineer, including periods when the work is not actually in progress. Failure to respond to a directive to water down the site in a prompt manner will result in the City of San Bernardino making other arrangements to have this work done and the costs will billed to the Contractor, or it shall be paid for by the Contractor as a deduction from his contract. SP -9 7-8.3 Noise Control. Replace the entire subsection with the following. Sound control shall comply with Chapter 8.54 of the City of San Bernardino Municipal -Code and these Special Provisions. The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00 a.m. shall not exceed 86 db at the distance of 50 feet. This requirement in no way relieves the Contractor from the responsibility of complying with local ordinances regulating noise levels. Said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warning except those required by safety laws for the protection of personnel. 7-8.6 WATER POLLUTION CONTROL. 7-8.6.1 General. Add the following. The Contractor shall be responsible for having sufficient materials on hand and being prepared to provide erosion and sediment controls capable of preventing erosion from being washed into the storm drain system. The Contractor shall be responsible for maintaining equipment so that oil, grease, gasoline, diesel fuel, et al., do not contaminate areas subject to run-off. The Contractor and its Surety shall fully indemnify the CITY for any pollution damage and/or cleaning costs. 7-8.6.2 Best Management Practices (BMPs): Add the following. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks Volume 3 Construction BMP Handbook and the County Re ional Best Management Practices Handbook for Construction Activities. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP): Add the following.- The ollowing. The CITY, as Permittee, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The CITY may assess the Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully implemented the BMP(s) or SWPPP _ specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the CITY will deduct, from the final payment due the Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the Contractor's lack of compliance with these provisions and/or less than complete implementation of these specified BMP(s) or SWPPP. 7-9 Protection and Restoration of Existing Improvement: Add the following. '— The removal and restoration of existing improvements shall be in accordance with the following requirements: 1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter shall be removed and replaced regardless of how short a length is damaged. The Contractor shall begin said 10 -foot section, if possible, at an existing joint or scoring line. If said 10 - foot section ends within 3 feet of an existing joint or scoring line, then the removal shall extend to said joint or scoring line. 2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter shall be removed in its entirety and replaced. 3. Concrete sidewalk shall be removed in its entirety between scoring lines or between scoring line and joint. Prior to removal, scoring lines shall be saw -cut. SP -10 4. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed in its entirety and replaced. 5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway shall then be removed in its entirety and replaced. 6. If the roadside signs are damaged during the construction, they shall be restored or replaced to a condition equal or better than the existing per the prior approval of the City's Traffic Section. New installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 7. If existing fence is in conflict with the new construction, fence shall be relocated by the -- Contractor. The Contractor shall indemnify and save harmless the City of San Bernardino, and all officers and employees thereof connected with the work, in accordance with the above section. 7-10 SAFETY. 7-10.4 Safety. 7-10.4.1 Work Site Safety. 7-10.4.1.2 Work Site Safety official. Add the following: The Contractor will, through and with his Project Safety Official, ensure that all of its employees, and its Subcontractors of any tier, fully comply with the Project Safety Policies. The Safety Official shall be a full- time employee of the Contractor whose responsibility shall be for supervising compliance with applicable safety requirements on the work site and for developing and implementing safety training classes for all job personnel. If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety. Add the following subsection: 7-10.4.1.3 Meetings. A. The Engineer shall have the authority to require that a mandatory safety meeting be held at any time during normal work hours. B. These meetings shall be attended by the Contractor, the Engineer or his/her designee, and any Subcontractors specified by the Engineer. C. Meeting minutes will be taken, by the Engineer, his/her designee or the Contractor. The responsible party will distribute the meeting minutes to all parties in this contract. SP -11 SECTION 8 — FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Replace the entire subsection with the following: No field offices for CITY personnel shall be required; however, the CITY's personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor if so provided by the Contractor for his own personnel. SECTION 9 — MEASUREMENT AND PAYMENT 9-3 PAYMENT. 9-3.2 Partial and Final Payment. Add the following: The Contractor shall submit "As Built" project drawings to the Engineer prior to the release of final payment and/or bonds. 9-3.3 Delivered Materials. Replace the entire subsection with the following: No payment will be made for any materials which are furnished but not incorporated in the work. 9-3.4 Mobilization. Replace the entire subsection with the following: When a bid item is included for "MOBILIZATION", the costs of work in advance of construction operations and not directly attributable to any specific Bid item will be included in the progress estimate. Mobilization may include, but not be limited to, the following: 1. Submittal and modification, as required, of the Construction Schedule. 2. Establishing work and storage areas. 3. Review of the Site. _ 4. Obtaining all required Transportation Permits. 5. Submittal of all required insurance certificates and bonds. 6. Moving personnel, equipment, materials, and incidentals to the Work Site. _ 7. Installing construction fencing and temporary construction power and wiring. 8. Establishing a minimum of one toilet facility and one washing station for each 20 employees or fraction thereof. 9. Establishing temporary utilities. 10. Establishing fire protection facilities. 11. Posting OSHA notices and establishing safety programs. 12. Posting Department of Labor notices. 13. Having the Contractor's representative available full time at the job site during work hours, and available 24 hours per day for emergency contact. 14. Establishing air and water quality protection measures. 15. Potholing and other research and review necessary to verify site conditions and underground utility locations. 16. Demobilization of the Site. The cost of move in and move out, obtaining encroachment permits, and miscellaneous incidental costs, shall be included in the Bid Item provided for "MOBILIZATION" as a lump sum item, of which 75 percent (75%) will be eligible for inclusion in the first progress. payment, with the remaining 25 percent (25%) not eligible for inclusion until 100 percent (100%) of the work has been completed and if progress of the work is satisfactory. SP -12 No work shall be started without prior approval of the submittals. Failure to comply with the preceding requirement will be sufficient ground for the Engineer to stop all work on the project until the requirements are met. SP -13 PART 2 CONSTRUCTION MATERIALS _ The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction 2015 Edition. As a reference convenience, these sections are arranged_ in a format that parallels the Standard Specifications. SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS. 200-2.1 General. Replace the entire subsection with the following - Untreated base or sub -base shall be 3/4 inch Crushed Aggregate Base. All processing or blending of materials to meet the grading requirement shall be performed at the plant or source. The materials shall compact to a hard, firm, unyielding surface and shall remain stable when saturated with water SECTION 201— CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE. 201-1.1 Requirements. 201-1.1.2 Concrete Specified by Class and Alternate Class. Replace the last sentence with the following. Portland cement concrete for all flatwork shall be class 560-C-3250, with a maximum slump of 4 inches. SECTION 203 — BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.1 General. Add the following: The performance Grade of asphalt concrete shall be PG 64-10. Where dense graded asphalt is being constructed in two or more layers, the asphalt concrete pavement for the base course shall be B -PG 64- 10. Where dense graded asphalt is being constructed in a single layer, or for a finishing course or asphalt concrete overlay, the asphalt concrete pavement shall be C2 -PG 64-10. SECTION 211 — MATERIALS TEST 211-1 COMPACTION TEST Add the following: Cost of compaction testing ordered by the Engineer shall be paid for in the following manner: 1. Tests which do not meet the required relative compaction shall be paid for by the Contractor, as a deduction from his contract. The Contractor shall pay the price at the same rate that the CITY is charged by the testing soils lab. 3. Tests which do meet the required relative compaction shall be paid for by the CITY. SP -14 _ SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-1 General. Replace the entire Section with the following: All traffic striping and markings shall conform to Section 314 of these Special Provisions. SP -15 PART 3 CONSTRUCTION METHODS The following sections of the Special Provisions supplement and amend the Standard Specifications for Public Works Construction (SPPWC), 2015 Edition. As a reference convenience, these sections are arranged in a format that parallels the Standard Specifications. SECTION 300 — EARTHWORK 300-1 CLEARING AND GRUBBING. 300-1.1 General. Add the following. In addition to the items specified in this subsection, clearing and grubbing shall include the removal and disposal of existing driveway approaches, curb, curb & gutter, curb ramps, curb returns, sidewalks, x- gutters/spandrels and asphalt concrete pavement, as indicated by the Engineer. All root pruning required for the construction of sidewalks, or other permanent facilities shall be limited to the minimum amount necessary to set forms. All roots 2 inches and larger shall be cut with sharp tool such as axe or chainsaw. No roots shall be broken off by trenching or other heavy equipment. All significant root pruning (3 inch,diameter and larger) shall be performed under the direct supervision of an ISA Certified Arborist in the Contractor's employ. Tree Removal: Tree removal shall consist of those trees indicated on the Plans or as directed by the Engineer, including felling of tree, removal of all wood including the stump as described in Stump Removal in this section (unless otherwise designated), limbs and debris, and area cleanup. Stump Removal: Stump removal shall consist of removing those stumps indicated on the Plans or as directed by the Engineer, by grinding the stump and associated roots to the diameter of the stump and to a depth of 1 feet below the existing surface (unless otherwise directed by the Engineer), removal of all grindings, and debris. The hole shall then be filled with soil and compacted to 90 -percent relative compaction, and area cleanup. All removals shall conform with "CLEARING AND GRUBBING" of these Special Provisions. 300-1.3 Removal and Disposal of Materials. 300-1.3.1 General. Replace the entire subsection with the following: Objectionable materials removed by the Contractor during clearing and grubbing operations shall become the property of the Contractor and the Contractor shall be responsible for the lawful disposal of these materials. 300-1.3.2 Requirements. a) Bituminous Pavement. Replace the second sentence with the following: Edges to be joined shall be saw cut to the full depth of the existing bituminous pavement. SP -16 300-1.4 Payment. Add the following: The price for clearing and grubbing shall include tree removal (1) and stump removal of felled tree, removal of shrubs. The price for clearing and grubbing shall include saw cutting and removing a 12" wide by 12° deep section of asphalt pavement and/or base (AC Slot Cut) adjacent to all new curbs, curb and gutters, cross gutters and spandrels on existing AC Pavement. Depth of slot cut as determined by the Engineer. The cost of the "AC Slot Cut" repair as described in this subsection shall be considered as included in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT CUT° and in the price bid for 'CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT°, and no additional compensation will be allowed. AC Slot Cut repair shall be per plan Detail "D° or as directed by the Engineer. 301-2 UNTREATED BASE. 301-2.4 Measurement and Payment. Replace the first sentence with the following. Crushed aggregate base (approximately 117 tons) shall include but not be limited to furnishing, placing and compacting all the materials required under all asphalt concrete pavement and other flatwork in the project, per the plans, the Standard Specifications, these Special Provisions and as directed by the Engineer, and shall be considered as included in the price bid for "CONSTRUCT PCC CURB RAMP PER -- SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT cur and in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, _ ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT", and no additional compensation will be allowed. SP -17 SECTION 302 — ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. 302-5.1 General. Add the following: _ In the AC Slot Cut areas, asphalt concrete pavement shall be placed in a single finish course at a thickness of 1.50 inches, and the class and grade of the asphalt concrete shall be B -PG 64-10. In the reconstruction areas shown on the plans, the asphalt concrete pavement shall be per city of San Bernardino Standard No. 310 and as directed by the Engineer. Tack coat shall be applied in compliance with Sub -Section 302-5.4 and as directed by the Engineer. 302-5.9 Measurement and Payment. Replace the first sentence with the following: Asphalt Concrete pavement (approximately 129 tons) shall be considered as included in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN _ DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT CUT" and in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT", and no additional compensation will be allowed. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1 Requirements. 303-5.1.1 General. Add the following: PCC Curb & Gutter: Curb & gutter shall be constructed in accordance with City of San Bernardino Standard Plan No. 200 Type B, per the plans and as directed by the Engineer, amended as follows: modified to meet existing field conditions, the concrete class shall be 560-C-3250. PCC Sidewalk: Sidewalk shall be constructed in accordance with City of San Bernardino Standard Plan No. 202, Class A/B, per the plans and as directed by the Engineer, amended as follows: width and location shall be as indicated on the plans; the concrete class shall be 560-C-3250. To meet ADA requirements, Contractor may be directed by the Engineer to remove and replace section(s) of sidewalk per Detail "A" and "B". PCC Cross Gutter/Spandrel: Cross Gutter/Spandrel shall be constructed in kind, in accordance with City of San Bernardino Standard Plan No. 201, per the plans and as directed by the Engineer, amended as follows: modified to meet existing field conditions, the concrete class shall be 560-C-3250. PCC Curb Ram : Portland cement concrete curb ramp shall be constructed in accordance with SPPWC Standard Plan 111-5, per plan, and as directed by the Engineer, amended as follows: the concrete shall be 560-C-3250. It is the Contractor's responsibility to verify ramp -type selection and geometrics, with concurrence from the Engineer, at every curb ramp location, before proceeding to remove existing improvements. No removals '- shall be done until it has been determined by the Contractor that a curb ramp can be installed that will SP -18 meet all ADA requirements and Standard Plans for Public Works Construction (SPPWC) Standard Plan 111-5. Corner record transit ties shall be performed and recorded prior to existing removals. The Contractor shall be responsible for modifying traffic signal and highway lighting conduit and conductors when adjusting pull boxes in curb ramp areas. Adjustments to pull boxes may be adjusting to grade, or translational (relocations) within the allowable conduit slack for each interfering pull box. _ Contractor shall be responsible for replacement of any pull boxes and/or pull box covers damaged prior to and/or during construction. Contractor shall also protect in place all utility poles, traffic signal poles and their foundations, pole mounted traffic signal pushbuttons and their foundations, and traffic signal controller boxes and their foundations, including forming concrete surrounding their foundations, when such foundations are within the area of placement of a new access ramp. Detectable Warning Surface: Detectable warning surface for new access ramps shall be Masco "CASTinTACT"@ brand or approved equal, color yellow and installed per the manufacturer's specifications Detectable warning surface for existing access ramps shall be alerttile0 brand or approved equal, color yellow and installed per the manufacturer's specifications. There will be "No Payment" of any kind for curb ramps that do not meet current ADA Standards and SPPWC Standard Plan 111-5. Adiustment Cit PB/Covers: City utility pull box (TS, ST LT), WM and WV covers within the access ramp construction limits and transitional sidewalk areas shall be adjusted to grade by the contractor. All above -referenced Standard Plans are included in the APPENDIX and made a part of these Special Provisions by reference. All work shall conform to the above standards to the extent feasible; however, emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence of the Engineer. 303-5.9 Measurement and Payment. Add the following: For purposes of measurement and payment, PCC Curb Ramp limits are considered as being within the limits required to construct the Ramp per Detail "A° or "B". To meet ADA requirements, Contractor may be directed by the Engineer to remove and replace panel(s) of sidewalk per Detail "A° or "B", one or both approaches to each curb ramp. When said replacement panel(s) are beyond the Curb Ramp limit area, shall be covered and paid separately under "PCC SIDEWALK" of these Special Provisions. Additionally, Contractor may be directed by the Engineer to remove and replace segment(s) of curb and gutter, one or both approaches to each curb ramp. When said replacement segment(s) are within the Curb Ramp limit area, payment for the curb and gutter segment(s) are considered as part of the PCC Curb Ramp cost. Any portions of replaced curb and gutter segment(s) beyond the Curb Ramp limit area shall be considered as included in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT CUT" and in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT, and no additional compensation will be allowed. Where gutter is not present, this shall apply equally to PCC CURB only work associated with PCC Curb Ramps as well. For purposes of measurement and payment, replacement of aprons, shall be included in the bid price for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT." SP -19 Payment for Detectable warning surface shall be included in the item bid price for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT CUT" and in the price bid for _ "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT", and no additional compensation will be allowed. Payment for Adjustment City PB/Covers, irrigation relocation/cap, shall be included in the item bid price for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT CUT" and in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT", and no additional compensation will be allowed. SECTION 304 — METAL FABRICATION AND CONSTRUCTION 304-6 ROADSIDE SIGNS AND POSTS Add the following subsections. 304-6.1 General. Add the following: Relocate Si n: Roadside signs on single post shall be installed in accordance with City of San Bernardino Standard Plan No. 504, and as directed by the Engineer. Installation shall not impede into required ADA access distance around obstacles. A minimum clearance of 48" shall be maintained. 304-6.2 Payment. Add the following: Payment for removal, relocation and installation of roadside signs and posts (18) shall be included in the item bid price for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL A, ASPHALT CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE FOR SLOT CUT" and in the price bid for "CONSTRUCT PCC CURB RAMP PER SPPWC PLAN NO. 111-5 INCLUDING RETAINING CURB, ITEMS IN DETAIL B, APRONS, ASPHALT CONCRETE PAVEMENT AND/OR CRUSHED AGGREGATE BASE FOR SLOT CUT", and no additional compensation will be allowed. SECTION 309 — MONUMENT 309-4 PAYMENT. Replace the entire subsection with the following: Full compensation for doing all the work involved in constructing the survey monuments, including necessary excavation and backfill as shown on the Plans or directed by the Engineer, shall be considered as included in the lump sum bid price for Surveying, and no additional compensation shall be allowed. SP -20 SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 314-1 General. Replace the entire Section with the following: All traffic striping and markings shall conform to Section 84, "Markings" of the Caltrans Standard Specifications, as shown on the plans and specified herein. SECTION 84 — MARKINGS 84-1 GENERAL 84 —1.02 MATERIALS Replace the entire subsection with the following: All striping and markings shall be thermoplastic per Section 84-2.026, unless otherwise specifically noted to be painted. 84 —1.03 CONSTRUCTION Replace the entire subsection with the following: 84 —1.03.1 GENERAL The Contractor shall be responsible for maintaining traffic striping, signing, and markings as necessary to control traffic throughout the duration of his work. As part of the contract, all existing striping, markings, and pavement markers shall be documented by the Contractor. The Contractor shall remove existing traffic markings that will prevent slurry to adhere to street surface. All raised pavement markers shall be protected in place, thoroughly cleaned, and replaced at contractor's expense if damaged or inadequately cleaned. Existing conflicting striping and markings shall be removed by sandblasting or grinding. The City Engineer shall approve exact location of all striping, markings, and markers prior to installation. All painted striping, including new and re -striping, shall be applied in two coats. Re -striping of major arterial, shall include installation of raised pavement markers with the centerline striping. Raised Pavement Markers Removal and Replacement shall conform to Section 85, "Pavement Markers" of the Caltrans Standard Specifications, as shown on the plans and specified herein. All striping limit lines left illegible by slurry must be temporarily replaced on the same day of slung sealing. The method of temporary striping must have prior approval by the Engineer. 84 — 2.04 PAYMENT Add the following: Traffic Striping, Curb and Pavement Markings and Pavement Markers will be paid for at the Contract Unit Price as shown in the bid and shall be considered as full compensation for all necessary striping, pavement marking and pavement markers and no additional compensation will be allowed. SP -21 PART 6 TEMPORARY TRAFFIC CONTROL SECTION 600—ACCESS 600-1 GENERAL. Add the following. Emergency vehicles shall be permitted to pass through the work area without delay at all times. 600-2 Vehicular Access. Add the following: The Contractor shall not close more than two (2) traffic lanes at a time. Traffic lane closures shall conform to the requirements of the approved Traffic Control Plan. Traffic lane closures shall only be permitted between the hours of 8:00 a.m. and 4:00 p.m. on designated working days during times of active construction operations. Traffic shall be permitted to pass through the Work site, unless otherwise shown on the Traffic Control Plan. Arterial and secondary streets shall not have the travel lanes closed during rush hours 7:00 a.m. to 8:30 a.m. and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer. 600-3 Pedestrian Access. Replace with the following. Safe, adequate, and ADA compliant pedestrian access shall be maintained unless otherwise approved by the Engineer. SECTION 601 WORK AREA TRAFFIC CONTROL 601-1 General. Replace the entire subsection with the following. Work area traffic control shall include all traffic control operations and devises proposed for use on this project shall conform to the latest MUTCD, and the Special Provisions as contained herein. Work under this section shall include, but not limited to, traffic control and additional control as specified by _ the City including temporary traffic light signals, barricades, flaggers (flagmen), portable delineators, traffic cones, signs, portable flashing beacons, channelizers, temporary railing (Type K), and crash barriers. The Contractor shall utilize solar powered equipment as much as possible to maintain the control of existing traffic. Battery operated equipment shall be utilized for nighttime operations. The Contractor/Subcontractor shall notify all local authorities of his intent to begin work, in writing, at least (7) days before work is to be begin. 601-2 Traffic Control Plan (TCP). Replace the 1`4 sentence with the following: The Contractor shall prepare Traffic Control Plans depicting the layouts, methods, and devices that will be used to satisfy the requirements of subsections 600-2 and 601-1 of these special provisions in accordance with 2-5.3. Traffic Control Plans shall be provided for each phase of the Work. At the Pre -Construction Meeting, the Contractor shall submit two copies of the Traffic Control Plans to the Engineer for approval. The Contractor shall incorporate into the Traffic Control Plans any modifications requested by the Engineer. The Traffic Control Plans shall be based on the most recent "California Manual of Uniform Traffic Control Devices". SP -22 The Contractor/Subcontractor shall notify the Engineer a minimum of 48 hours before implementing the approved Traffic Control plans. 601-3 Payment. Replace the entire subsection with the following: Payment for work area traffic control at the lump sum bid including preparation of the Traffic Control Plan shall be considered as full compensation for doing all work specified and no additional compensation will be made. _ The provisions in this Section may be modified or altered if, in the opinion of the Engineer, public traffic will be better served and work expedited. Said modifications or alterations shall be adopted immediately and shall be considered paid per subsection 601-3, and no additional compensation will be allowed therefor. SP -?-3 APPENDIX STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS APPRENTICESHIP PROGRAM FOR PUBLIC WORKS CONSTRUCTION EXCERPTS FROM THE CALIFORNIA LABOR CODE RELATING TO APPRENTICES ON PUBLIC WORKS Chapter 1 of Division 2 APPRENTICES ON PUBLIC WORKS 1773.3. An awarding agency whose public works contract falls within the jurisdiction of Section 1777.5 shall, within five days of the award, send a copy of the award to the Division of Apprenticeship Standards. When specifically requested by a local joint apprenticeship committee, the division shall notify the local joint apprenticeship committee regardarg all such awards applicable to the joint apprenticeship committee making the request. Within five days of a finding of any discrepancy regarding the ratio of apprentices to journeymen, pursuant to the certificated fixed number _ of apprentices to journeymen, the awarding agency shall notify the Division of Apprenticeship Standards. 1776. (a) Each contractor and subcontractor shall beep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1771, 1811, and 1815 for any work performed by his or her employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor an the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division_ (d) A contractor or subcontractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or the subcontractor perAxining the contract shall not be marked or obliterated Any copy of records made available for inspection by, or furnished to, a joint labor- management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individuars name and social security number. A joint labor management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor management committee reasonable attorney's fee and costs incurred in maintaining the action. An action under this subdivision may not be based on the employers misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this chapter. (i) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the 10 -day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of _ Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. (i) The director shall adopt rules consistent with the California Public Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7, Title 1, Government Code) and the Information Practices Act of 1977, (Title 1.8 (commencing with Section 1798), Part 4, Division 3, Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. 6) This section shall remain in effect only until January 1, 2003, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2003, deletes or extends that date. 1776. (a) Each contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, and straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman. apprentice. worker, or other employee employed by him or her in connection with the public work. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis- (1) A certified copy, of an employee's payroll record shall be made available for inspection or fiunished to the employee or his or her authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or _ shall contain the same information as the forms provided by the division. (d) Each contractor shall file a certified copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated to prevent disclosure of an individual's name, address, and social security number. The name and address of the contractor awarded the contract or performing the contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent disclosure of an individual's social security — number. (f) The contractor shall inform the body awarding the contract of the location of the records enumerated under subdivision (a), including the street address, city and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the contractor must comply with this section. In the event that the contractor fails to comply within the 10 -day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, Cor each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. (h) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. These stipulations shall fix the responsibility for compliance with this section on the prime contractor. (i) The director shall adopt rule; consistent with the California Public Records Act, (Chapter 3.5 (commencing with Section 6250), Division 7, Title 1, Government Code) and the Information '— practices Act of 1977, (Title 1.8 (commencing with Section 1798), Part 4, Division 3, Civil Code) governing the release of these records, including the establishment of reasonable fees to be charged for reproducing copies of records required by this section. b) This section shall become operative January 1, 2003. 1777.5. (a) Nothing in this chapter shall prevent the employment of properly registered apprentices upon public works. (b) Every apprentice employed upon public works shall be paid the prevailing rate of per diem wages for apprentices in the trade to which he or she is registered and shall be employed only at the work of the craft or trade to which he or she is registered. (c) Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards that have been approved by the Chief of the Division of Apprenticeship Standards and who are parties to written apprentice agreements under Chapter 4 (commencing with Section 3070) of Division 3 are eligible to be employed at the apprentice wage rate on public works. The employment and training of each apprentice shall be in accordance with either (1) the apprenticeship standards and apprentice agreements under which he or she is training or (2) the rules and regulations of the California Apprenticeship Council. (d) When the contractor to whom the contract is awarded by the state or any political subdivision, in performing any of the work under the contract, employs workers in any appreaticeable craft or trade, the contractor shall employ apprentices in at least the ratio setforthin this section and may apply to any apprenticeship program in 7 the craft or trade that can provide apprentices to the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. However, the decision of the apprenticeship program to approve or deny a certificate shall be subject to review by the Administrator of Apprenticeship. The apprenticeship program or programs, upon approving the contractor, shall arrange for the dispatch of apprentices to the contractor. A contractor covered by an apprenticeship program's standards shall not be required to submit any additional application in order to include additional public works camtracts under that program. "Apprenticeable craft or trade." as used in this section, means a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the California Apprenticeship Council. As used in this section, "contractor" includes any subcontractor under a contractor who performs any public works not excluded by subdivision (o). (e) Prior to commencing work on a contract for public works, every contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the public work. The information submitted shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices proposed to be employed, and the approximate dates the apprentices would be employed. A copy of this information shall also be submitted to the awarding body if requested by the awarding body. Within 60 days after concluding work on the contract, each contractor and subcontractor shall submit to the awarding body, if requested, and to the apprenticeship program a verified statement of the journeyman and apprentice hours performed on the contract The information under this subdivision shall be public. The apprenticeship programs shall retain this information for 12 months. p) The apprenticeship program that can supply apprentices to the area of the site of the public work shall ensure equal employment and affirmative action in apprenticeship for women and minorities. (g) The ratio of work performed by apprentices to journeymen employed in a particular craft or trade on the public work may be no higher than the ratio stipulated in the apprenticeship standards under which the apprenticeship program operates where the contractor agrees to be bound by those standards, but, except as otherwise provided in this section, in no case shall the ratio be less than one hour of apprentice work for every five hours of journeyman work. (h) This ratio of apprentice work to journeyman work shall apply during any day or portion of a day when any journeyman is employed at the jobsite and shall be computed on the basis of the hours worked during the day by journeymen so employed. Any work performed by a journeyman in excess of eight hours per day or 40 hours per week shall not be used to calculate the ratio. The contractor shall employ apprentices for the number of hours computed as — above before the end of the contract or, in the case of a subcontractor, before the end of the subcontract However, the contractor shall endeavor, to the greatest extent possible, to employ apprentices during the same time period that the journeymen in the same craft or trade are employed at the jobsite. Where an hourly apprenticeship ratio is not feasible for a particular craft or trade, the Chief of the Division of Apprenticeship Standards, upon application of an apprenticeship program, may order a minimum ratio of not less than one apprentice for each &ve journeymen in a craft or trade classification. (i) A contractor covered by this section that has agreed to be covered by an apprenticeship program's standards upon the issuance of the approval certificate, or that has been previously approved for an apprenticeship program in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the applicable apprenticeship standards, but in no event less than the 1 -to -5 ratio required by subdivision (g). U) Upon proper showing by a contractor that he or she employs apprentices in a particular craft or trade in the state on all of his or her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by journeymen, the Chief of the Division of Apprenticeship Standards may grant a certificate exempting the contractor from the 1 -to -5 hourly ratio, as set fourth in this section for that craft or trade. (k) An apprenticeship program has the discretion to grant to a participating contractor or contractor association a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting the contractor from the 1 -to -5 ratio set forth in this section when it finds that any one of the following conditions is met: (1) Unemployment for the previous three-month period in the area exceeds an average of 15 percent (2( The number of apprentices in training in the area exceeds a ratio of 1 to 5. (3) There is a showing that the apprenticeable craft or trade is replacing at least one -thirtieth of its journeymen annually through apprenticeship training, either on a statewide basis or on a local basis. (4) Assignment of an apprentice to any work performed under a public works contract would blic at create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the pu large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman. (1) When an exemption is granted pursuant to subdivision (k) to an organization that represents contractors in a specific trade from the 1 -to -5 ratio on a local or statewide basis, the member contractors will not be requiredto submit individual applications for approval to local joint apprenticeship committees, if they are already covered by the local apprenticeship standards of the work under the contract, (m) (1) A contractor to whom a contract is awarded, who, in performing any employs journeymen or apprentices in any apprenticeable craft or trade shall contribute to the California Apprenticeship Council the same amount that the director determines is the prevailing amount of apprenticesWli training contributions in the area of the public works site. A contractor may take as a credit for payments to the council any amounts paid by the contractor to an approved apprenticeship program that can supply apprentices to the site of the public works project. The contractor may add the amount of the contributions in computing his or her bid for the contract (2) At the conclusion of each fiscal year, the California Apprenticeship Council shall distribute training contributions received by the council under this subdivision, less the expenses of the Division of Apprenticeship Standards for administering this subdivision, by malting grants to approved apprenticeship programs for the purpose of training apprentices. The funds shall be distributed as follows: (A) If there is an approved multiemployer apprenticeship program serving the same craft or trade and geographic area for which the training contributions were made to the council, a grant to that program shall be made. (B) If there are two or more approved multiemployer apprenticeship programs serving the same craft or trade and geographic area for which the training contributions were made to the council, the grant shall be divided among those programs based on the number of apprentices registered in each program. (C) All training contributions not distributed under subparagraphs (A) and (B) shall be used to defray the future expenses of administering this subdivision. (3) All training contributions received pursuant to this subdivision shall be deposited in the Apprenticeship Training Contribution Flund, which fund is hereby created in the _ State Treasury. Notwithstanding Section 13340 of the Government Code, all money in the Apprenticeship Training Contribution Fund is hereby continuously appropriated for the purpose of carrying out this subdivision and to pay the expenses of the division in administering this subdivision. (n) The body awarding the contract shall cause to be inserted in the contract stipulations to effectuate this section. The stipulations shall fix the responsibility of compliance with this section for all apprenticeable occupations with the prime contractor. (o) This section does not apply to contracts of general contractors or to contracts of specialty contractors not bidding for work through a general or prime contractor when the contracts of general contractors or those specialty contractors involve less than thirty thousand dollars ($30,000). (p) All decisions of an apprenticeship program under this section are subject to Section 3081. 1777.6. It shall be unlawful for an employer or a labor union to refuse to accept otherwise qualified employees as registered apprentices on any public works, on the ground of the race, religious creed, color, national origin, ancestry, seat, or age, except as provided in Section 3077, of such employee. 1777.7. (a) (1) A contractor or subcontractor that is determined by the Chief of the Division of Apprenticeship Standards to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding one hundred dollars ($100) for each full calendar day of noncompliance. The amount of this penalty may be reduced by the Chief if the amount of the penalty would be disproportionate to the severity of the violation. A contractor or ._ subcontractor that knowingly commits a second or subsequent violation of Section 1777.5 within a three-year period, where the noncompliance results in apprenticeship training not being provided as required by this chapter, shall forfeit as a civil penalty the sum of not more than three hundred dollars ($300) for each full calendar day of noncompliance. Notwithstanding Section 1727, upon receipt of a determination that a civil penalty has been imposed by the Chief, the awarding body shall withhold the amount of the civil penalty from contract progress payments then due or to become due. (2) In lieu of the penalty provided for in this subdivision, the Chief may, for a first time violation and with the concurrence of an apprenticeship program described in subdivision (d), order the contractor or subcontractor to provide apprentice employment equivalent to the work hours that would have been provided for apprentices during the period of noncompliance. _ (b) In the event a contractor or subcontractor is determined by the Chief to have knowingly committed a serious violation of any provision of Section 1777.5, the Chief may also deny to the contractor or subcontractor, and to its responsible officers, the right to bid on or be awarded or perform work as a subcontractor on any public works contract for a period of up to one year for the first violation and for a period of up to three years for a second or subsequent violation. Each period of debarment shall run from the date the determination of noncompliance by the Chief becomes a final order of the Administrator of Apprenticeship. (c) (1) An affected contractor, subcontractor, or responsible officer may obtain a review of the determination of the Chief imposing the debarment or civil penalty by transmitting a written request to the office of the Administrator within 30 days after service of the determination of debarment or civil penalty. A copy of this report shall also be served on the Chief. If the Administrator does not receive a timely request for review of the determination of debarment or civil penalty made by the Chief, the oder shall become the final order of the Administrator. (2) Within 20 days of the timely receipt of a request for review, the Chief shall provide the contractor, subcontractor, or responsible officer the opportunity to review any evidence the Chief may offer at the hearing The Chief shall also promptly disclose any nonprivikged documents obtained after the 20 -day time limit at a time set forth for exchange of evidence by the Administrator. (3) Within 90 days of the timely receipt of a request for review, a hearing shall be commenced before the Administrator or an impartial hearing officer designated by the Administrator and possessing the qualifications of an administrative law judge pursuant to subdivision (b) of Section 11502 of the Government Code. The affected contractor, subcontractor, or responsible officer shall have the burden of providing evidence of compliance with Section 1777.5. (4) Within 45 days of the conclusion of the hearing, the Administrator shall issue a written decision affirming, modifying, or dismissing the determination of debarment or cavil penalty. The decision shall contain a statement of the factual and legal basis for the decision and an order. This decision shall be served on all parties and the awarding body pursuant to Section 1013 of the Code of Civil Procedure by first-class marl at the last known address of the party that the party has filed with the Administrator. Within 15 days of issuance of the decision, the Administrator may reconsider or modify the decision to correct an error, except that a clerical error may be corrected at any time. (5) An affected contractor, subcontractor, or responsible officer who has timely requested review and obtained a decision under paragraph (4) may obtain review of the decision of the Administrator by filing a petition for a writ of mandate to the appropriate superior court pursuant to Section 1094.5 of the Code of Civil Procedure within 45 days after service of the final decision. If no timely petition for a writ of mandate is filed, the decision shall become the final order of the Administrator. The decision of -the Administrator shall be affirmed unless the petitioner shows that the Administrator abused his or her discretion. If the petitioner claims that the findings are not supported by the evidence, abuse of discretion is established if the court determines that the findings are not supported by substantial evidence in light of the entire record. (6) The Chief may certify a copy of the final order of the Administrator and Me it with the clerk of the superior court in any county in which the affected contractor or subcontractor has property or has or had a place of business. The clerk, immediately upon the filing shall enter judgment for the state against the person assessed in the amount shown on the certified order. A judgment entered pursuant to this section shall bear the same rate of interest and shall have the same effect as other judgments and be given the same preference allowed by the law on other judgments rendered for claims for taxes. The clerk shall not charge for the service performed by him or her pursuant to this section. An awarding body that has withheld funds in response to a determination by the Chief imposing a penalty under this section shall, upon receipt of a certified copy of a final order of the Administrator, promptly transmit the withheld funds, up to the amount of the certified order, to the Administrator. (d) If a subcontractor is found to have violated Section 1777.5, the prime contractor of the project is not liable for any penalties under subdivision (a), unless the prime contractor had knowledge of the subcontractor's failure to comply with the provisions of Section 1777.5 or unless the prime contractor fails to comply with any of the following requirements: (1) The contract executed between the contractor and the subcontractor or the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1775, 1776, 1777.5, 1813, and 1815. (2) The contractor shall continually monitor a subcontractor's use of apprentices required to be employed on the public wbrks project pursuant to subdivision (d) of Section 1777.5, including, but not limited to, periodic review of the certified payroll of the subcontractor. (3) Upon becoming aware of a failure of the subcontractor to employ the required number of apprentices, the contractor shall take corrective action, including, but not limited to, retaining funds due the subcontractor for work performed on the public works project until the failure is corrected. (4) Prior to making the final payment to the subcontractor for work performed on the public works project, the contractor shall obtain a declaration signed under penalty of perjury from the subcontractor that the subcontractor has employed the required number of apprentices on the public works project. (e) Any funds withheld by the awarding body pursuant to this section shell be deposited in the General Fund H the awarding body is a state entity, or in the equivalent fund of an awarding body if the awarding body is an entity other than the state. (f) The Chief shall consider, in setting the amount of a monetary penalty, in determining whether a violation is serious, and in determining whether and for how long a patty should be debarred for violating this section, all of the following circumstances: (1) Whether the violatimi was intentional. (2) Whether the party has committed other violations of Section 1777.5. (3) Whether, upon notice of the violation, the party took steps to voluntarily remedy the violation. (4) Whether, and to what extent, the violation resulted in lost training opportunities for apprentices. (5) Whether, and to what extent, the violation otherwise harmed apprentices or apprenticeship programs. If a party seeks review of a decision by the Chief to impose a monetary penalty or period of debarment, the Administrator shall decide de novo the appropriate penalty, by considering the same factors set forth above. (g) The interpretation of Section 1777.5 and this section shall be in accordance with the regulations of the California Apprenticeship Council- The Administrator may adopt regulations to establish guidelines for the imposition of monetary penalties and periods of debarment and may designate precedential decisions under Section 11425.60 of the Government Code. NOTE: THE ABOVE CALIFORNIA LABOR CODE SECTIONS ARE AVAILABLE FROM THE IFT■vww.Ift-ca. av . DAS 10 (Rev. 0402) 5 STATE OF CALMORNIA EDMUND G. BROWN, Jr., Governor DEPARTMENT OF INDUMIAL RELATIONS '`''"`"' xeED" DIVISION OF APPRENTICESHIP STANDARDS 455 Olden Gate Avenue, 10th Floor ADDRESS REPLY TO. San Francisco, CA 94102 Dw o fppprenhwsInp Skn&mIs .� Tel: (415) 7034920 P. O. Box 420603 Fax: (415) 703-W7 San Francisco, Gt 94142-0603 Important Notice Regarding Changes in CCR 230.1 An addition has been made to section 230.1 regarding employment of apprentices on public works it is effective as of November 16, 2011. To see a copy of the amended regulation please click on the following link: .http://www.dir.ca.Lov!da !Ae«ulationsl20iOi 1Re�s32OText.pril In general, for covered projects, "except for projects with less than 40 hours of journeyman work", for the purpose of determining whether a contractor has properly requested an apprentice, all requests for dispatch of an apprentice "shall be for not less than 8 hours per day per each apprentice or 20% of the estimated apprentice hours" required to meet ratio whichever is greater. S . � AWNDMENY' TO CALIFORNIA CODE OF REGULATIONS, TITLE 8, CHAPTER 2, PART IV, SECTION 230.1 § 230.1. Employment of Apprentices on Public Works. (a) Contractors, as defined in Section 228 to include general, prime, specialty or subcontractor, shall employ registered apprentice(s), as defined by Labor Code Section 3077, during the performance of a public work project m accordance with the o4uired one hour of work performed by an apprentice for every five hours of labor performed by a journeyman, unless covered by one of the exemptions enumerated in Labor Code Section 1777.5 or this subchapter. Unless an exemption has been granted, the contractor shall employ apprentices for the number of hours computed above before the end of the contract. Contractors who are not already employing sufficient registered apprentices (as defined by Labor Code Section •3077) to comply with the one -to -five ratio must request the dispatch of required apprentices from the apprenticeship committees providing training in the applicable craft or trade and whose geographic area of opergtion includes the site- of the public work by giving the' committee written notice of at least 72 hours (excluding Saturdays, Sundays and holidays) before the date on which one or more apprentices are required. If the apprenticeship committee from which apprentice dispatches) are ' apprenapPren• - requested does not dispatch apprentices as requested, the contractor must request apprentice dispatch(es) from another committee providing training in the applicable craft -or trade in the geographic area of the site of the public work, and must request apprentice dispatch(es) from each such committee, either consecutively or simultaneously, until the contractor has requested apprentice dispatches from each such committee in the geographic area. All requests for dispatch of apprentices shall be in writing, sent by first class mail, facsimile or email. Except for Mojects ' with less than 40 hours of "ourue m4 work each re uest fora entice dispatch shall be for not 1' less. than an 8 hour day per each apprentice, or 20'io of $ie esfimated. apprentice hours ixi be worked for an nployer in a Wd cular craft or trade on a project;, whichever is greater unless an emuloyer can'nroyide written evidence PRORMUMt.of the committee d suatclu the rentice or ft Division of A - renticesh Standards that. circumstances'be ondthe employer's contr6l prevent this from occurring. if a non -signatory contractor declines to abide by and comply with the terms of a local committee's standards, the apprenticeship committee shall not be required to dispatch apprentices to'such contractor. Conversely, if in response to a written request no apprenticeship committee dispatches, or agrees to dispatch during the period of the public works project any apprentice to a contractor who has agreed to employ and train apprentices in accordance with either the apprenticeship committee's standards or these regulations within 72 hours of such request (excluding Saturdays, Sundays and holidays) the contractoc shall not be considered in violation of this section -as a result of failure to employ apprentices for the remainder of the project, provided that the contractor made thb request in enough time to meet the above -stated ratio. If an apprenticeship committee dispatches fewer apprentices than the contractor requested, the contractor shall be considered in compliance if the contractor employs those apprentices who are dispatched, provided that, where there is more than one apprenticeship committee able and willing to unconditionally dispatch apprentices, the contractor has requested dispatch from all committees providing training in the applicable craft or- trade whose geographic area of operation include the site of the public work Nothing in this section shall affect the right of :a Contractor who participates in and employs registered apprentices from programs approved under labor Code Section 3075 outside the geographic area of the public work from employing said apprentice(s) on the site of the public work in order to meet the ratio requirement of Labor Code Section 1777.5. 2 (b) Apprentices employed on public works shall be paid the applicable apprentice prevailing per diem wage rate, available from DAS, and derived from the Director's survey-of wages paid on public works in the geographic area of the craft or trade. DAS shall refer complaints alleging any contractor's failure to pay the proper apprentice prevailing wage rate on a public works project to the Division of Labor Standards Enforcement for investigation and appropriate action. (c) Apprentices employed on public works can-only be assigned to perform work of the craft or trade to whi&the apprentice is registered. Work of the craft or trade consists of job duties normally assigned to journeymen in the apprenticeable occupation. Where an employer employs .apprentices under the rules and regulations of the California Apprenticeship Council, as set forth - j b in Labor Code Section 1777.5(c)(2), apprentices employed on public works must at all times — work with or under the direct supervision of journeymenhnen. The on lie job training &ball be in accordance with the apprenticeship standards and apprenticeship agreement under which the apprentice is training, provided that a contractor shall not be subject to any financial or administrative obligations to a trust fund or. employee benefit plan unless the contractor has so agreed. (d) The provisions of this regulation shall not apply to contractors on public works projects that were bid prior to July 1, 2009. Such contractors 'shall comply with the version of this regulation that was in effect prior to July 1, 2009. . 3 CITY OF SAN BERNARDINO STANDARD PLANS eENERAL NOTES: P NOTE ., CONCRETE MUST BE AT LEAST CI ume COMPOIJOID SMALL 1BE /8 Za (o " !£3 SACK MIX (620-C-2300) SPRAYED UNUVRMLY ON ALL EPOWED AND HOLD 2600 P.S.I. IN 28 DAYS. SLORCES PRIOR TO EVAPORA ION OF SINIFACE WATER. .EXPANSION JOINTS AT END OF RETURNS 4 STRUCTUNES W ND PLANE JOINTS EVERY 10 FT. OR A3 INSTRUCTED. I ,p, 3 SLOPE NO IL 0.OS7 ell. YAP. t. • ° e d `hl 4 ° O TYPE "B" P.C.C. CURB a GUTTER I_ /8w 121 G" ! w w SLOPE 1'18 44 ti TYPE "C" P.C.C. CURB a GUTTER (LOCAL STREETS WHEN APPROVED BY THE ENGINEER) � / w F141 ws 0.03/ CU.yo.PPW L/N.d TYPICAL SECTION - • ROLLED CURB TYPE "A" (APS AS PROVED BY THE CITY ENGLY FOR SPECIAL INEER) P.C.C. CURB CITY OF SAN BERARDINO-PUBLIC WORKS DEPT. APPROVED St�41JD�R9 TYPICAL SECTION- Kn �7 IsEZ h" P. C.C. CURB a GUTTER ICITrENGINEER m� NNeAWAT/VE /.5' CURBFACEMAY NOW- enOMOM6ECR. ?D A44AI 8"CY�iVr'�Pf7E +1.0 �� f7 1 3 ON " frowti.✓� �_ -FLOW IPA"dTAMI PLAN . OF CROSS GUTTER ails WrrN,es,PNA�T�c Ri. - JO/,VT Sf•4LER .5TEET TROWEL RX1/51/ > - EXPANSION JOINT /w �•- -.I i- NOTE= sre l6f1T &RADE g•��C,pET`c BETWEEN BC.R. 'S MAY BE AI TE�PEO 4W ErCESS/1/E SECTION "A -A" GRADES. 3b" + , PER. LIM Ar b 36" P. C.C. CROSS GUTTER ( LOCAL STREETS WHEN APPROVED BY THE ENGINEER) CITY OF SAN BERNARDINO- PUBLIC WORKS DEPT. APPROVED = ffmpw 36" 8k 7 2`o CROSS GUTTER 8w 27 1982 PLA" u� CITY ENGINEER MAWS �A �� �' T!'P/GZC .COC4Ti/ a 4 T"rr M"CN l.�F,.#�ENEO �'at/E JOINT CASE �4 —P�L�EFE.P�E`fD .�'✓L'�E!✓ALE 1aCAT/OA! VAElE;S - _ id/079Y AMLAF 6P41a O Ae MAY BE UAW.* A) AMEN AMNUASE 1-44655 7'i564N 100' ANO .SAME AECT/GIN Q/,OrJ aV ffoTf/ S/OE9 OF Ior. P.) FDP ME•wLW .S/OEh AL". -- __ --, 49MMIlt NOTES' ME IM".e. r��r I 190ClJQ/ARy Cni�lR�UNO AllAa BE �) P•�pJall6o -WWrEO ZWfA?7OV4rMIA" "JFWS=O BUR"40W MOC TO rAW I / "..4RIPA'TJ Af CF Jd.CFsM A,6 r". _ TYPICAL S/DEl,/.4LK TRANSITION CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. D SiANVILRD ,1983 RAN- SIDEWALK LOCATIONM&6.1-��-.101 NQIL. SyREET NAME .s NUM NR SHALL BE CENTERED 90TH VERT do HORIZ (VATH 2W CLEAR ON ENDS) ON SK I SAM MIN LETTER SPACING - 75X (F.H.W.A. STANDARD) ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL BLADE INTERSECTION' aTY LOGO )r BORDER. 76 FIiOFA TOP a: BOTTOM -7 6 CITY LOGO (9-) SfGN GLADE SHALL BE 8 GAUGE (.1-28) FLAT ALUMINUM AU-OY WITH DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN SLADE SHALL 13E FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND pEmmAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). ' (147.) (18') SIGN BLADE SHALL BE 8GAUGE (.128) FLAT ALUMINUM ALLOY �FAcED AES10 & autom ON GREEN BACKGROUND. ADESHALL iFC USING HIGH IN7MTY RMEC SHNEING AND PERIMAN OVERLAY. (SEE SHT 4 FOR INSTALLATLONI "Am Emu BID Qft %JL/WVl cny Oil' MN BERNARDINO APPR7ED DEVELOPMENT SERVICES^ -PUBLIC WORMENGIJMEMMr, S TREE 7`1 NA. ME FICIN t 2" 2" 4 24" MIN 36" MAX OR AS APPROVED 13" �,�1�i1J1 San DETAIL Cl TY LOGO STANDARD N0. 5O� IDES ARTMAL / ARTERIAL OR ARTERIAL % LOCAL : MOUNTED TO SIGNAL POST a6 . f 11'IA'noNs Avawe MAlve-Alsy arfy��1 #� r t ►6�t: : i1i1 Ckde OR . $" FROM Cant --Ct CITY LOGO ALL Drift =Dr WOW" LAW wY i =Ln 14" � Placa "PT BL&E RoW =Rd (9GNAt17.EL�) .- State Route urRte INTERSECTION Strem -St Trol Way =Way CITY LOGO 8` 2" NQIL. SyREET NAME .s NUM NR SHALL BE CENTERED 90TH VERT do HORIZ (VATH 2W CLEAR ON ENDS) ON SK I SAM MIN LETTER SPACING - 75X (F.H.W.A. STANDARD) ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL BLADE INTERSECTION' aTY LOGO )r BORDER. 76 FIiOFA TOP a: BOTTOM -7 6 CITY LOGO (9-) SfGN GLADE SHALL BE 8 GAUGE (.1-28) FLAT ALUMINUM AU-OY WITH DOUBLE FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKGROUND. SIGN SLADE SHALL 13E FABRICATED USING HIGH INTENSITY REFLECTIVE SHEETING AND pEmmAN OVERLAY. (SEE SHT 2 FOR INSTALLATION). ' (147.) (18') SIGN BLADE SHALL BE 8GAUGE (.128) FLAT ALUMINUM ALLOY �FAcED AES10 & autom ON GREEN BACKGROUND. ADESHALL iFC USING HIGH IN7MTY RMEC SHNEING AND PERIMAN OVERLAY. (SEE SHT 4 FOR INSTALLATLONI "Am Emu BID Qft %JL/WVl cny Oil' MN BERNARDINO APPR7ED DEVELOPMENT SERVICES^ -PUBLIC WORMENGIJMEMMr, S TREE 7`1 NA. ME FICIN t 2" 2" 4 24" MIN 36" MAX OR AS APPROVED 13" �,�1�i1J1 San DETAIL Cl TY LOGO STANDARD N0. 5O� IDES E BLADL (UNSIQlAN.IZED) INTERJECTION DRIVE RIVET -/ ANCHOR. TELNWAR Jy' SQ x 30' 0 1416. MY OF S" BERNARDINO APPROVED STANDARD DEMLOPMENT SERVICES --PUBLIC WOMIENGINEERING NO. STREE T NAME SIGN � z�g ® ATTACH SIGN BLADES TO SIGNAL POLE AT INS' FROM SIDEWALK USING BRACES WHEN SIGN BLADE IS 38' OR LONGER IN LENGTH. V SIGN -TO? -SIGN BRACKET; 7MWAR 5147CF200 (FOR 906 UP TO 18' LG), MEWM 120TCX20D (FOR SIGNS OVER 18' LG). R a 28W WIDE SLOT VANDAL -PROF 80-75 2NVPAI2- i © POST -TSO -SIGN BRACKET: SI1PR-L0K 2N97 SQX3. P .280' WIDE SLOT, VANDAL PRUF BOL75 2NVPA12. I� r a @ ; TMESPAR 2' SO 12 GA. HELD TO A 2W SO x 30' 30 GA. H.D. ANCHM OD �:J FOUNDATION, PORTLAND CONCRETE CLASS 500-C-2500 MAX SLUMP -5". LL■ < L- * r: N m W NOTE. 24 (OR APPROVED EQUAL DRIVE RIVET -/ ANCHOR. TELNWAR Jy' SQ x 30' 0 1416. MY OF S" BERNARDINO APPROVED STANDARD DEMLOPMENT SERVICES --PUBLIC WOMIENGINEERING NO. STREE T NAME SIGN � z�g 1"t ft/1Ditl5 f1Y LOGO WHffE - GREEN SEE DETAIL) .n CI 0 4mmou g o o f* N i WIDE WHITE 8' � 1' BORDER —i � - 8 AKIN BORDER UNE UK NON -ILLUMINATED STREET NAME SIGN DETAIL FOR MAST ARM INSTALLATION NTS I -w D ETAI L CITY LOGO NTS NOTE: 1. SEE SPECIFIC ENGINEERING PLAN FOR PROPER SIGN NOMENCLATURE 2. FULL-SIZE LAYOUTS OF EACH SIGN LEGEND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 3. SEE SHT 1 OF 5 FOR MATERIAL REQUIREMENTS. 4. SEE SHT 4 OF 5 FOR APPROPRIATE INSTALLATION. atonia nkNW+ar+ spa i � i+/F1►� ylf MYOF S BE"ARDINO APPROVED Ak E STANDARD DEVELOPMENT SERVICES --PUBLIC WORKSIENGINEERING 50 4 NO STREET NAME SIGN 3 OF 5 Q CITY WREST SIM o RGWX MOM EXTRUSION (SX0073) 3M DOUBLE BACK TAPE @4 S1 WU UUMF ED MMP (SX 022.2) oSIM BANOW ® MAST ARMC BRACKET (SA -1000) (SA - 1000 OCE NS ONS) ZAP MANUFACTURING. INC. TS FAST ARM INSTALLA110N PREFERRED VIEW 0 "n • 1 Tri]\1 R 7T USE ZAP MANUFACIURIN6. INC. (OR APPROVED EQUAL) FOR MAST ARM PREFERRED INSTALLATIGN. a USE ZUMAR PRODUCTS (OR APPROVED EQUAL) FOR AL MATE INSTALLATION. - ae Rmww to , dw H/d/9007 i j CH Y' OF SAN BERNARDINO APPROVED lop- STANDARD DEVELOPMENT SERVICES—PUBLIC WO tlf•S/ENGP ERING 'L N0. 504 S TREE T NAME SIGN - ON 841M 4mss BCR I / IOCR LJ BCR I m Z OCR ' f I "T" INTERSECTION 7-42' INTERSECTION "L" INTERSECTION LEGEND 4- DOUBLE SIGNS VATH OR VATHOUT R-1 4)- SIGNLE SGN WITH OR VATHOUT R-1 LOCATION OF STREET NAME SKIS ARE SHOWN APPROMMfAiE. ALTERNATE LOCATIONS TO BE APPROVED BY THE ENGINEER. TYPICAL LOCATIONS: ON SCR OF NE 0 SW CORNER OF INTERSECTIONS. FOR UNNAMED PREVATE STREETS, THE WORDS 'PRIVATE STREET' SHALL BE 4' HIGH AND CENTERED WITHIN THE SIGN. MAJOR STREET - ARTERIALS MINOR STMT COUECTORS & LOCALS 1 uP9R7@ly t t 11WIIRR?b 810 I awo rrJIB/fOR7; - -- -_ . ur - CITY OF NBERNARDdNO AiPPRO ED STANDARD DEVELOP 1�'sERVICES--PUDLIC WO)MIENGRVEERWO 504 _j� (� NAME A lJ IS 5 t* 11 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION [,TRIA CURB } NOTE NOTE as i CURB CURB FACE 1 mm .MIN TRANSITION .4:1 MIN S 's 1076 r -MAX X X 4' (1220 mm) A to TYPE 1 A OR B 4' 1220 mm; R 8 (N GRADl E BREAK x a N % A x x x� 4 0220 mm) AORB SEE FIGURE 1 TYPE 2 PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL RETROFIT CONDITIONS, AND ARE .NOT FULLY_ COMPLIANT "TH CALIFORNIA BUILDING CODE REQUIREMENTS FOR NEW DEVELOPMENT_ STANDARD PLANS FOR PUBLIC WORKS CONSTRUC110N CASE A PROM uG�ND Ir � STANDARD PLAN PUBLIC WMM CURB RAMP 1� 111-5 ItkV. IBM 2MM 20M 20M 2013 USE WITH STANDARD SPECIFICATIONS FOR- PUBLIC WORKS CONSTRUCTION I SHK"OF 10 4b OR- I E 4! (1220 E N PLANTING AREA ac CURB CURB FACE/ WHERE. PLANTING AREA IS ADJACENT TD THE CURB- RAMP, USE CASE A. TYPE 6 V (1220 mm) 04 CIA 0- aI NOTE 2 04 PLANTING AREA CUR;70 CURB FACE/ WERE PLANTING AREA Is ADJACENT TO- THE CURB RAMP.. USE CASE A. TYPE 6 GRADE BREAK oelWL 8 A MAX 1Q1- IN014 N TYPE 3 TYPE .:4 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111 CURB RAMP SH CEr 2 OF rPARKWAY R F= IRL Z4' 1220 . z mm mm) MIN R z NOTE 2 • NOTE 8 PLANTING CURB FACE' IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE. USE ")r PER TABLE 2 FOR THAT FLARE STANDARD PLANS FOR PUBLIC WORKS. CONSTRUCTION CURB RAMP TYPE 6 CASE A 11.1-5 SHEET 3 LO] A OR B 4' 1220 mm R R i NOTE 2 NOTE im EAK 33�k�mAur- C,4 Q AREA OTE ll-f-�OLX <:7-E 1 1 P LANTING AREA CURP/ CURB FACE/ (1200 mm) w4m o �M A OR B SEE FIGURE 1 TYP E 5 rPARKWAY R F= IRL Z4' 1220 . z mm mm) MIN R z NOTE 2 • NOTE 8 PLANTING CURB FACE' IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE. USE ")r PER TABLE 2 FOR THAT FLARE STANDARD PLANS FOR PUBLIC WORKS. CONSTRUCTION CURB RAMP TYPE 6 CASE A 11.1-5 SHEET 3 LO] I CURB'/ CURB I c 4 ORTE 2-N bt t .............. JR $.3 XMA MAX iamff-:� 8a3X MAX El 'ACE/ 201E p - I - .1 x x - - I - nor OTE NOTE 2 CURB FACE TYPE 1 TYPE 2 CASE Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5 CURB RAMP SHEET 4 OF 10 A SKEW ANGLF; SKEW ANGLE a=45' OFFSET b -D UNLESS OTHERWISE NOTED ON PLANS NOTE 2 OFFSET, b CUR CURB _FACE X z fE r SEE DETAIL c�i� A. B. C, ORD a_ MIX A 3 NOTE 2 x Q PLANTING a AREA REGRADE CURB' CURB FACE/ Y SEE DETAIL A. B, C OR Y A 3 3 c�.v NOTE Ir U Q U CL 0_ NOTE i CURB' CURB FACE OTE 8 A TYPE 1 5%MAX X=4' (1220 mm) IF ADJACENT TO PLANTINO .AREA. OTHEWISE SEE TABLE 1 E E _ o a �-- =- 5 MAX =.r TYPE 2 CASE C STANDARD PLANS FOR PUBLIC WORKS CONS-MUCTION STANDARD PLAN CURB RAMP 111-5 SHEET 5 OF 10 4' (1220 min) E Q Z OR E A OR B LESS 5 I' � ti BLEAK x O _ E N Q MARKED N - CROSSWALK 4 � 4 {1220 mm7" x r' 3 Y N a PL:ANTIN AREA ''NOTE 2 TYPE 1 CURB/, A iDR NOTE 8 CURB FACE X=4' 1220 mm .} X WHEN ADJACENT (1220 mm) TO PLANTING AREA MARKED' CROSSWALK S 2M - x • H x E Z OR:t MARKED S C LESS,-_ 5% MAX CROSSWALK ;�, NOTE 2 bz;x X as RADE .BREAK. CURB X 4' X CURB FACE ( 220 .mm.) NOTI= 8TYPE. 2 CASE E MARKED CROSSWALK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5 CUR_ B RAMP SHEET 6 OF 10 d SEE NOTE 6. R PARKWAY EXISTING ROAIIWAY� st �, uAX �� TM'ry^ I A2-0 CURB AND GUTTER SECTION.A-A USE FIGURE' 1 TO DETERMINE WHICH. OF SECTIONS A—A. B -B SEE NOTE .6 PARKWAY OR, C—C IS APPROPRIATE R Y 4' 1220 mm EXISTING ROUNDED TOP OF ROADWAY EDGE RAMP �-DEPRESS BACK OF WALK SEE DETAIL A, B, C OR D. 2% AX SHEET 10. A2-0 CURB AND GUTTER SECTION B -B SEE NOTE 6 PARKWAY R Y EXISTING 4' 1220 mm) MW f ROADWAY DEPRESS BACK � WALK SEE DETAIL A. B. C OR D, �2 MAX SHEET 10. A2-0 CURB AND GUTTER SECTION C -C Z 4' Z 1220 .mm ��.DEPRESS BACK OF WALK Y < (6.33.) 4' {1220 mm ROUNDED—, EDGE :TOP OF RAMP MIN SECTION R -R Z OR LESS 4' 4. Z ?0 mm) 1220 mm DEPRESS BACK. OF WALK PCC. SIDEWALK SECTION S -S STANDARD PLANS FOR: PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5 CURB RAMP SHEET 7 OF 10 1' m 8" (2 Of C) Q 1W, (2 m O 11" (2 Z 12" (3 PARKWAY WIDTH, FT (m) OR MORE FIGURE 1 — SECTION USAGE NORMAL CURB FACE, INCHES (mm) X, FT (mm) SECTION Y Y Y, FT (mm) 2" (50) 4.00' (1220) MIN 2.63' (790) 3" (75) 4.00' (1220) MIN 3.95' (1185) 4" (100) 4.00' (1220) MIN 5.26' (1580) 5- (125) 4.17' (1275) 6.5ir (1975). 6--(150) 5.00' (1525) 7-90- (2370) 7" (175) 5.83' (i 775) 9.21' (2765) 8--(200) 6.67' (2035) 10.53' (3160) 9" (225) 7.50' (2285) 11.84' (3555) 10" (250) 8.33' (2540) 13.16' (3950) 11" (275) 9.17 (2795) 14.47° (4340) 12' (300) 10:00' (3050) 1 15.79' (4735) MMEMOMMIMMIMMOMM _SME No • IMM,MMOMMUMMEMENE INEEMOMMENNIMMOME 1.�0 MOMMErialffloommi MEN MEMNON riiJ -MMENNE ■■NI■■■■■■■■■■■u. OR MORE FIGURE 1 — SECTION USAGE NORMAL CURB FACE, INCHES (mm) X, FT (mm) SECTION Y Y Y, FT (mm) 2" (50) 4.00' (1220) MIN 2.63' (790) 3" (75) 4.00' (1220) MIN 3.95' (1185) 4" (100) 4.00' (1220) MIN 5.26' (1580) 5- (125) 4.17' (1275) 6.5ir (1975). 6--(150) 5.00' (1525) 7-90- (2370) 7" (175) 5.83' (i 775) 9.21' (2765) 8--(200) 6.67' (2035) 10.53' (3160) 9" (225) 7.50' (2285) 11.84' (3555) 10" (250) 8.33' (2540) 13.16' (3950) 11" (275) 9.17 (2795) 14.47° (4340) 12' (300) 10:00' (3050) 1 15.79' (4735) SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 — X AND Y VALUES TABLE 1 REFERENCE FORMULAS - X = CF / 8.333% Y = CF / (8.333% _ 2% WALK CROSS SLOPE) o' .0) WHERE FIGURE 1 SHOWS USE OF SECTION B—B, FIGURE Z DIMENSION AS FOLLOWS: W = PARKWAY WIDTH L = LANDING WIDTH, 4' (1220 rim) TYP Z [(Y+L)—W) x 0.760 IF (Y+L) < W, THEN Z = 0 STANDARD PLANS FOR PIJBUC WORKS CONSTRUCTION STANDARD PLAN 1111-5 CURB RAMP SHEET 8 OF 10 �m i 4' (1224 mm) Z.D� _.GRADE BREAK � IT CURBGG TTEUERR I- (.DOWN L X.UP CURB FACE' SLOPE. S 4' (1220 mm) TYPICAL CURB RAMP { X.DOWN X.UP BACK OF WALK S GUTTER SECTION T -T FLOW UNE SLOPED STREET FOR SLOPED STREETS, MULTIPLY. THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOVIINSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN S K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.136 2% 0;806 1.316 3% 0.735 1.563 4% 0.676 1..923 5% 0.625 2.500 TABLE 2 SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% . (8.333% + S) K.UP = $.333% / P_333X - S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PIAN 111-5 CURB RAMP HEFT 9 F 70 12" 305 rr 3/4" '19 S mm) (6 mm) GROOVING. DETAIL 0z O J PAVED SURFACE DETAIL. A E0 E E a:si►p � :Y Q 0 a (23 mm)l I o u� SINGLE 0 0.0 PATTERN O 'TRUNCATED DOME" 2.35" 60 mm) DETECTABLE WARNING DETAIL GRADED SLOPE 2:1 MAX NPAVED SURFACE DETAIL C GENERAL NOTES - CONSTRUCT -FENCE OR HANDRAIL PER CONTRACT PLANS 6' (150 mm) RETAINING CURB. f PAYED SURFACE DETAIL B 6 (150 mm) RETAINING CURB ---,UNP D SURFACE DETAIL D 1. "CONCRETE SHALL BE CLASS- 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-.1.2 AND SHALL BE 4" (100 rnm) THICK. Z THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (.6 mm) GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVING DETAIL 3. THE. RAMP SURFACE SHALL HAVE A 'TRANSVERSE BROOMED_SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9. 4 USE DETAIL "A' OR B' IF EXISTING SURFACE BEHIND LANDING IS PAVED. 5. USE DETAIL "C' OR 'D" 1F EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7. 7: ANGLE = 6/2 UNLESS OTHERWISE SHOWN ON PLAN. - 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5 CURB RAMP SHEET 10 OF 10 5 CALTRANS STANDARD PLANS ECESSOMEEM ------------ -iiiiiii riir—iir -- rr rir -- rir rr ►Iir_��i �ro—owr���=�r�iF.wi —iii -i�rairrr� i - srorririirri—� r r• rr_M- i► ii�.i +ri 20 € E E W ct n c Lc e e o ° gn e° •+ Ti Z E J Z W •E` -e n e B$ o all a S 8 :a8 ee i Y— cc =Q „8 �v EO e E !a W V iF —ZUl - E $ `E voo M- ~ $ p if Eftpg° L 3a�E O r 'L _ t� E8 Este ° 8:° gp W — OpRg °7 VL E �v of c$ zo � =£`� pi H.2 �� K o d°o Ic 00 kk Eg �•��5o. O pO m00 qOC 0- de T0 N Z eYGO F 19 W m W V O< N� W NJ j s o Z J � O N Z � J J I Nlo 2015 STANDARD PLAN A24F '3 �'+•a ay ° x c c Ulm A-•9 _ R V X �j 4 r M be In mat < 0 A Cc g kith n Z W Ic y ° OE < <a oo . +IL EB ' 3O + C4 IL G 0 o a u N q lY f H O p r o b o c 0 0 b ulll .0-.9V1 1A, o A-.6 A-•► •► D 0A-0� a N D Q 0 0 PAA 0 0 0 0 0 W Z =PA. F 2 O y O p O 0 0 0 0 21 MANUFACTURER INFORMATION & INSTRUCTIONS 'doo� MASCO MASONS SUPPLY 0 curb ramps vehicular ways transit platforms blended transitions pedestrian crossing transportation I downtown revitalization I commercial I residential public right of way VP semi-rigid surface applied detectable warning AlertTile• is a glass reinforced thermoset composite engineered for superior impact resistance, slip resistance, wear resistance and long-term durability for retrofit applications. AlertTile•'s exclusive design incorporates a thin, slightly flexible profile with a perimeter beveled edge to provide a safe pedestrian transition. surfs u� Features MW • Semi-rigid composition — 30,000 psi strength yet flexible enough to conform to ramp irregularities • Premium UV Treatment ensures long term color retention • Proven Anchoring System — premium adhesive and HIM HUD -1 anchors with stainless steel screws • Perimeter Beveled Edges —for safe pedestrian transition Installation Colors Yellow Fast, easy installation with included adhesive and anchor system. Apply adhesive to scored areas on back, place in desired location and install anchors Colonial Red Brick Red Black Gray Physical Characteristics • Compressive Strength - 30,000 psi • Flexural Strength -18,000 psi • Dome Spacing - 2.35" Center to Center • Slip Resistance - Dry = 1.03 / Wet =.83 • Freeze / Thaw Durability - Pass -No change • Color - Integral Throughout SIZES 2"x3' 2'x4' 2'x5' Tx 4' Tx 5' Providers of the most complete line of detectable warnings since 1994 it t #abie 866.999.7452 ,_. �� www.detectable-vr F, ._ �► PROJECT LOCATIONS / DETAILS ADA Ramp Construction Locations. 1St Ward: Henry Elementary Massachusetts Ave &16th St: SEC (1). Massachusetts Ave & Evans St: SEC, NEC (2) school x -walk. Massachusetts Ave & 15th St: SEC, NEC (2). Massachusetts Ave & le St: SEC, NEC (2). K St & 16th St: NWC (1). Perris St & 10 St: SWC, NWC, SEC, NEC (4), Perris St & Magnolia Ave: SWC, NWC, SEC, NEC (4). Perris St & 15th St: SWC, NWC, SEC, NEC (4). Perris St & Evans ST: SWC, NWC, SEC, NEC (4). Perris St & 16th St: SWC, SEC (2). 6th St Alley w/o Mt Vernon Ave: NWC, NEC, SWC, SEC (4). 2"d Ward: Anton Elementary Gilbert St & Parkside Dr.: SWC (1). Crestview St & Evan St: SWC, NWC SEC, NEC (4). Crestview St & 16TH St: SWC, NWC SEC, NEC (4). Crestview St & Trenton St: SWC, NWC SEC, NEC (4). Kenwood Ave & Evans St: SWC, NWC (2). Kenwood Ave & Trenton St: SEC, NEC (2). Kenwood Ave & 17TH St: SWC, NWC, SEC, NEC (4). 3rd Ward: Kelly Elementary Meridian Ave & Oak St: SWC, NWC (2). Meridian Ave & Birch St: SEC, NEC (2). Marvin Dr. & Poplar Ave: SEC, NEC (2). Marvin Dr. & Birch St: SWC, SEC (2). Poplar Ave & Burny St: SWC, SEC (2). Poplar Ave & Rosalind St: NWC, NEC (2). Rosalind St & Birch ST: SEC, NEC (2). e Ward: Hillside Elementary Sequoia St & E St: SWC, SEC (2). Sequoia St & Stoddard St: SWC, SEC (2). Sequoia St & D St: SWC, SEC (2). Sequoia St & Mayfield Ave: SWC (1). 49th St & E St: NEC, SEC (2). 49th St & Stoddard St: NWC, NEC (2). 49th St & D St: NWC, NEC (2). 49th St & Mayfield Ave: SWC, SEC (2). 5th Ward: Blair Park Marshall Blvd & Blair Park Entrance: NWC, NEC (2). Marshall Blvd & Mira Monte Dr. (Dead End): NWC (1). Mira Monte Dr. & Marshall Blvd: SEC, NEC (2). _ 6th Ward: Graciano Gomez Elementary 11th St & Pico Ave: SWC, NWC, SEC (3). 11th St & western Ave: SWC, NWC, SEC, NEC (4). 6th Ward: Roosevelt Elementary Mt Vernon & Magnolia Ave: NWC (1) school x -walk. Garner Ave & Magnolia Ave: NWC (1). Garner Ave & Evans St: SEC (1). Garner Ave & 16th St: SEC, NWC (2) school x -walk. 16th St & Davidson Ave: NWC, NEC (2). Massachusetts Ave &16th St: SWC, NWC, NEC (3). Massachusetts Ave & Evans St: SWC, NWC (2) school x -walk. Massachusetts Ave & 15th St: SWC, NWC (2). Davidson & 14th St: SWC, SEC (2). ADA Log 7th Ward E St & 23`d St: SEC, NEC (2). E St & Alley n/o 23d ST: SEC, NEC (2). E St & 20 St: SEC, NEC (2). E St & 25th St: SWC, NWC (2). _ E St & Alley @ 25th St: SEC, NEC (2). E St & 25th St: SEC, NEC (2). E St & Courtland Dr.: SWC, NWC (2). E St & 2r St: SEC, NEC (2). Install Truncated Domes at Existing ADA Ramp Locations. 1t Ward: Henry Elementary - Massachusetts Ave & Magnolia Ave: SEC, NEC (2). K St & 14t' St: SWC, SEC (2). 2"d Ward: Riley Elementary Gilbert St & Canyon Rd: SWC, SEC (2). Gilbert St & Cedar St: SWC, SEC, NWC (3). Gilbert St & Anton Ct: NWC, NEC (2). Gilbert St & Winsor Dr.: @ school x -walk (1). Gilbert St & Paseo Way: NWC (1). Gilbert St & Valencia Ave: SWC, SEC (2). Gilbert St & Morse St: SWC, SEC (2). Gilbert St & Pepper Tree Ln: SWC, SEC (2). _ Gilbert St & Crestview St: SWC, NWC, NEC (3). Gilbert St & Parkside Dr.: SEC (1). 3rd Ward: Kelly Elementary Marvin DR. & Birch St: NWC, NEC (2) _ Marvin DR. & Walnut St: SWC, NWC, SEC, NEC (4). Sutter Ave & Atchison St: SWC, SEC (2). Sutter Ave & Walnut St: NWC, NEC (2). - Lassen Ave & Walnut St: NWC, NEC (2). Lassen Ave & Lassen Ct: SWC, NWC (2). Lassen Ave & Atchison St: SWC, SEC (2). Dallas Ave & Atchison St: SWC, SEC (2). Dallas Ave & Walnut St: SWC, NWC (2). Dallas Ave & Birch St: SWC, NWC (2). Dallas Ave & Poplar Ave: NWC (1). Meridian Ave & Walnut St: SEC, NEC (2). Meridian Ave & Poplar Ave: SWC, NWC, NEC (3) 4th Ward: Hillside Elementary 49th St & Mayfield Ave: NWC, NEC (2). 49th St & Sequoia S: NWC, SEC (2). 6th Ward: Roosevelt Elementary Mt Vernon & 14th St: SWC, NWC, SEC (3). Garner Ave & 14th St: SWC, SEC, NEC (3). Garner Ave & Magnolia Ave: SEC, NEC (2). Garner Ave & 15th St: SEC, NEC (2). Garner Ave & Evans St: NWC, NEC (2). 16th St & Turrill Ave: NWC, NEC (2). Massachusetts Ave & Magnolia Ave: SWC, NWC (2). Massachusetts Ave & 14"' St: NWC (1). K St & 14" St: SWC (1). 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F- U C) Z W W 0 CK W Of JXW W .I: U I' C7 �3 p 0-Z W C� 5 LJ I m of�3 �3 w ,-- � U w I� I d.ki in o MbS r "' / Z O w~ af w U ui O Q Z ogaf0 aWw ?�?w af D �rOM: U a p�3 r w >wmm C.9J of Z O�UH OJ Q ow U_ Jew- IN, �OwW N 0 �=Z�.� U ro I I w I J I C° Of W D U d In Of U Ll m J 0 w w N SURVEY DOCUMENTS SURVEY MONUMENT PRESERVATION GUIDELINES CALIFORNIA LAND SURVEYORS ASSOCIATION _ & CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNM Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters (In Cooperation with the Riverside & San Bernardino County Surveyors Office) ) PREFACE: The preceding public survey documents are provided from a search of records on file in the City of San Bernardino, Off ice of the City Engineer. All work is to be performed by a person or under the supervision of a person authorized to practice Land Surveying (refer to subsection 2-9 "SURVEYING" of the Special Provisions). All new and replaced survey ties shall be by transit method. The following regarding public works construction in the Public Right of Way is extracted from letter from the above agencies, dated April 13, 2007. NEW & RECONSTRUCTION PROJECTS A. PRIOR TO CONSTRUCTION (1.) The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested (that) the search (sh)ould include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2" of the road surface is recommended. (2.) The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. (3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in (stem (2.), above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. B. AFTER CONSTRUCTION AND PRIOR TO RECORDING NOTICE OF COMPLETION 1. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction. Key monuments shall be a minimum 1" inside diameter iron pipe of appropriate length. 2. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). 3. The authorized surveyor shall properly complete a Corner Record of Record of Survey for all set monuments with a change in character, including tag number, and submit it to _ the County Surveyor for review, signature and filing. NOTE. Parentheses above indicate changes to original text. CORNER RECORD Document Num ❑er . City .-e _ County o _ _- s California Brief Legal Description CORNER TYPE COORDINATES (Optional) Govt Corner ❑ Control Q E. — '- Meander ❑ Property ❑ Zone NA027 O NADS3 0 NAD83 Epoch _ -- Rancho ❑ Other ❑ Elev. -. Date of Surrey f -- 1 V -CLI Vert. Datlnt NGVDZ9 O NAVD89 0 Meas. Units: Metric 0 Imperial D Comer - Left as found Found and tagged G Established 0 Reestablished ■ Rebuilt O Identification and type of corner found: Evidence used to identify or roccdurc used to establish or reestablish the corner. A description of the physical condition of the monument as found and as set or reset: — SURVEYOR'S STATEMENT _ This Caner Record was prepared by me or under my direction in conformance with the Land S on 1— IG Si9ned_G���� �w ---- PL_S R.C.E. No. COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined anv liled — ---- Signed _ P.L-S. or R.C.E. No. Title: County Surveyor's Comment [3 i' - C La f aWQ ' . G C&Z N a cc ¢os� f i IJ N U= 4. (a. J O 3Ln 3 MASSACRUESET?9 AVENUE h A Z t3 w Z W o yJ � W l.7 A A Q �� W Q Z 3N W p 4 eio,gcg GQ�QpZQ Wo / Lt. L 3AV S113S3nHOVSSVW r ti C3 ir O La ca ad{ Q Q Co J UtACo �3sJf7s c, W_ CIO.. .. � azo _ NOTICE Filing dn Comer Record does not neheve you of Mpg a Record of Survey whet► it is by rhe Land Swveyom Act CORNER RECORD 03 0 083 Document Number City of ,5AK Bernacd IA a County of --9-,a M R p rn a rd I li a California '— Brief Legal Description 5 eC. 3 3 , T+At o 1 No _ Rac 4yJ Sa er>natc) r no M��d � pncWe Sec Twp Rge and Meridian or ftncroF CORNER TYPE COORDINATES (Optional) ❑ Government Comer ❑ Control N ❑ Meander ❑ Property E — -- _ _ 0 Rancho ❑ Other Zone ❑ NAD27 ❑ NAD83 �.. I IA Date of SurveyFe6ru� Bev CO NAD 83 Epoch i Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer — EF Left as found ❑ Found and tagged ❑ Established r ❑ Reestablished ❑ Rebuilt Identification and type of corner found Evidence used to identify or procedure used to establish or reestablish the comer A description of the physical condition of the monument as found and as set or reset . —oma A P N fl/VV X51/% P&WIof2 / / in. — / Fur f a ..d— —1 AP� 10 198394661Yr 12M SURVEYOR S STATEMENT This Comer Record was prepared by me or under my direction in conformance with the t f& &V4 r— Land Surveyor sAct on r 20 Q� Nom, rFxP/RC-S ��r ?�, /2 3! a3 Signed_ L S Number 5271 SURVEYOR S STATEMENT SFA` This Comer Record was received FEB 12 2003 and examined �ytc,��NO$UAy� and filed J e 201??-2kj NO 7801 Signed Deputy County Surveyor tk pP 12 3105 tt &,'S�or E Number / J, �t County Surveyors Comment OF Cpl,�o A P N fl/VV X51/% P&WIof2 / / in. — / Fur f a ..d— —1 AP� 10 198394661Yr 12M NOTICE Frbng tits Comer Record does not mkew you of f ng a Record of Survey when tt isb the Land Surveyors Act CORNIER RECORD 03 11082 Document Number lmn) 03 2 City of CAN AERM99D1 ND Aj County of 5R1V BERA RDI Na California Brief Legal Description 5 3 3 T 1X% R 4 W -5RN /3ER09RDIN0 InERIU/RAI (Incudo Sec Twp Rte and an or Rancho} CORNER TYPE COORDINATES (Optional) r� ❑ Government Comer ❑ Control N _ I ❑ Meander ❑ Property E I ❑ Rancho (F'Other Zone ❑ NAD27 ❑ NAD83 _ . 33- - -� Wbate of Survey FEB Lo 2110 3 NAD 83 Epoch j I Elev Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer — Ed' Left as found ❑ Found and tagged ❑ Established I f Reestablished ❑ Rebudt Identification and type of comer found Evidence used to Identify or procedure used to establish or reestablish the comer 5EE d Tf1ER SWe A descnpoon of the physical condition of the monument as found and as set or reset 5FE dITiYER S/HE SURVEYOR S STATEMENT ��5� E to IF This Comer Record was prepared by me or under my direction in conformance with the O Land Surveyors Acton Fe b r d 20 � L& X74 t �r x P/ REJ Signe L S aWWW Number $Z 74- �lF aL,it4� — SURVEYOR S STATEMENT SEAL FEB 12 2003 EpLANOS, RbF� This Comer Record was received and examined�C Do and filed ::I -e 2W-3 NO 7806 Signed Deputy County Surveyor * pip iZ 3105 * ��,,,,--,,rr 6)or R Number Zw{p County Surveyor s Comment A P N IF on -- Page f of 2 AD, ^1Ae34lwn 1-'-i NOTICE fi►d v dds Comer Record does not relieve you of hkrg a Record of Survey when it is regry (ly die mf eyors Act COR14ER RECORD - 03 0081 Document Number a j{ City of 5 r h r 1 n Q County_ of dBernard t California Brief Legal Description Sec_ 33. T'w o I No.. RQe.4 W- San Rernard i na h4e-n ++ � 0n (Include Sec Twp Rge and Meridian or CORNER TYPE COORDINATES f0ptwnall ❑ Government Comer ❑ Control N ❑ Meander ❑ Property E _ ❑ Rancho 0 Other Zone ❑ NAD27 ❑ NAD83 9 Date of Survey?.00 3 NAD 83 Epoch i Bev Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer — ❑ Left as found ❑ Found and tagged ❑ Established Jia Reestablished ❑ Rebuilt Identification and type of comer found Evidence used to identify or procedure used to establish or reestablish the comer See other 51j e . A description of the physical condition of the monument as found and as set or reset See ohe.F side- SURVEYOR ie_ SURVEYOR S STATEMENT 4r25�� E `�Py This Comer Record was prepared by me or under my direction in conformance with the v r! J LA W4 Land Surveyor s Act on �'e/ a ry 11 20 4 Nr Lam% P /RES �! �f 3/ ra Signed L S Number S2 % 4 _ `- SURVEYOR S STATEMENT SEAL This Comer Record was received FEB 12 20B_ and examined �g�,d 1,AND SV9`�, --�—vv� ,re C A. Oogr�� and filed �J,,t � 20 . % NW 7806 Signed Deputy County Surveyor or 12 3105 If or R Number Q OF OF CAUE4��� County Surveyors Comment A P N0/'f y-r%i3� / Zx ��j vego t oft Ir I%- - c -I .. Ad� to 74ni9 /nn it 92M K 4/a ✓�-13 �4 51 7 LI -1 11, f I I l I Se rev ra d 16 TN M y ,V/x-irs sj' ,s5�yy Cons dt:l SCrcw in /n Gvrb 3.vs i¢/4 11 ♦n 616 9103 LfTmaurA 11 Pe rri,5 Sf tfTrn �m C iC 5ereu rn S nbT BC Q) -f Curb '" C(.e14 51.4 /V1ll ,y�j( Tas � 3�0 Fob 1 a f�051 BC' k� L(('7rin vr� / 7"�E / �E/t✓) 'N h Aj // I 1 B -T In UWA Y Vip £dn� A N0710E Filing this Comer Record does not reheve you of filing a Record of Survey when it is rwq xre� 5eresyr4n 5d Surwyons Act CORNER RECORD 1 v BOOKIPAGE LL fFJJ' 1 UU �� City of 9a P r ha rd I,r a _ _ _ _ County of 5;1 h_q g! r M15L, H 1% California Brief Legal Description sec! 5 w o RgeA W.. Saln Seryrar-J i no Men J f a h S (Include Sec Twp Rge and Mendian or Rancho) CORNER TYPE COORDINATES 10pbonal) ❑Government Corner 13Control N — I ❑ Meander ❑ Property E ❑ Rancho ® Other Zone ❑ NAD27 ❑ NA683 _ 11 Date of Survey F bruat y i(-_ ZPOS NAD 83 Epoch Elev Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer -- F1 Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of comer found Evidence used to Identify or procedure used to establish or reestablish the comer s A description of the physical condition of the monument as found and as set or reset S' o e SURVEYOR S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the x L& Professional Land Surveyor s Act, onEk6rudcy 1] 20 !�t!� E xPiAEs Signen J',1,. � 3✓' a Qom? _G . L S Number $ZJ 4 OF C SURVEYORS STATEMENT This Comer Record was received FEB 4 200 _ and examined �Stc. po�O�PI,F`o and filed do ST W 20 05 � - n,4=jv ' NO 7806Signed (�0Deputy County Surveyor pIp 12 3105 Oor JCE Number �7 Sl 9lFOF CAL1�� County Surveyors Comment A P N ftw 1,02 FILE NUMBER 05 0148 �. 10otronal For future mdexu►ol BOOK/PAGE-25! Q Q 5 �4t4' -74 r}----r-� ---� _--� �- � 1_' i-- keis� _ –44 s T -1 Fd s T he�a�drfi,1nra l O I —'— ��.s.+iTJi - f t r = z iia t hr L �►,, , 44 I jj�i I , iF(F 41 � ' a 1 ! d� rae 5JoS- C, S 4 Ni � i =1c, f _ -- l+� L, ne_i Olt�S_ oYeL h cel B 8=Deno'#'es—yah �erha-r-J C �FleId be-ok = i I—� FILE NUMBER 05 0148 Paye 2 of 2 oo 19838-a8ff now zea I Screw @ moo Scram► e V40C, 5 H Tilt, SET 1110�75 3J 3$ o �,r+ p_ 1GT X�tbe6 GT _ Set L $-Y Sat L q°T 3 FT W of W 2 FTE o ff' rc 6GR > �r 9C — S LIT .c1 on 4 d SGf�.0 @ Mvr. -- ;AST °F Zi,8 �1 nacl I I P C 5 8 T Hb 5 E7 11 6-75 EY/tNS - O - fig, \ ST set., ULT 410,11@ Moe, on moo FT 6*&-T OF nail l% 17- 86 22�. �tR Mot set ld t 6 16 lSwl ST i Fd 1's? 34 34 33 LtT/7s laww w Ihoc w I Sof P/N it /8os F Se.k LLT in cit sc MaCt "Ho X50 F 49 Fri, Mia. M TRSN TON 32v 47 Selz L�-t` In Screw @ MDC cvrb 39-0�PT w of SGrevJ 12-17-99 230 Or, woe) d 9.93, 3D*v�1 o7 Z9�� 2B—✓ i 4 3t J Z-783 1 1 1 1 X932. Z; 1 gz z7p V, y9 39 2' s9 5M u FDATEDTlE5 63 Curb S SC F13 147-63-r 1—C-< '1 3519 Fd s CRE w ® mnL — � 1 F'/"/j' A/Or" e STN sr 5 PES GTS' TIES Fet cai d� s.ic ier �e SEE Be'� O w SETL £T Z' lv >> s"r^ mF'�XtSr sc ®/rnc Ad s4c w a M&-- 4t &Ga _ 3 0 2621 GDX s/0 _ _ FQeNSEGk _ 'o[L r/E Dim rilER31E�I7 ,ase _5Er L e7- t7 C IY END VV 450 O INI yrs pw �l `� AO SE 7r tET 7 &,w eiu 493 Fd zGCow av W t l GND OU d 51 9J1 \ — SG,¢E� ►N RAD SGRE� /IV $G/QEtwJ /N Clots �r(3r1r+1 AF 8 C 10 I RAO 3¢ 85 Y ZB B$ 34510 j o i XP C/Tr f 9 7A6 FGaSN � TAG GaivE 38 ¢8 ✓ 3¢ 27 _ GuAB `SSW or g c it) RAD — � W Sc REw ice! 4*T /Gi>J'f B RAo 06 „/x nmfof< �0 3¢5Z -393 X.Ay r I�EN�T Ory V 34 26 Av SCREu� iN RAD 3 ss M NOTICE FAbng flus Comer Record does not relieve you of filing a Record of Survey when it is requmed by the lend SwIe,ors Act CORNER RECORD 97 0272 Document Nurnber--_jB_&_Ljh_� city of SAN RFI ARDIA10 County of SAN AERNA R DJ NOr Brief Legal Description SEC. 12 I-rW r, I S. RGrz S A California— (Include Sec Twp Rge and Mendran or Rancho) w I CORNER TYPE COORDINATES I 10pdonal) ❑ Government Corner ❑ Control N ❑ Meanders ❑ Rancho FEB +Y , 17 9 7 Zone Datum as Date of Survey Elev Comer — 0Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebudt Identification and type of comer found Evidence used to identify or procedure used to establish or rees dish the comer 5 EE � THEA 5/Dt' A description of the physical condition of the monument as found and as set or reset SFE D TfIER S/ DE SURVEYOR S STATEMENT W�q E This Corner Record was prepared by me or under my direction in conformance with the .r Land Surveyors Act on C t 9 1 �' r2 31-9q i' Signed l�► w ,�` g s. SURVEY PARTY GN�t�� Fp� Number /TY OF SiON BER N IJRD/�vp, G A COUNTY SURVEYORS STATEMENT SEAL This Corner Record was received MA?J5 Y99J'r ,s97 and examined and filed /S 1997 LS 2 FAA. DAIE Signed C' OQUAI IM YAR �2 P Orr. County Surveyors Comment A P N tapir I at Z -- 10pronal FarJutwe mdefmg� 9 d 0272 183 010 5 B CSF 8 it �42_ �� ,_ `_ MERIDIAN AVENUE --�.-�--, WZ FD SC-Rkluawc EIU TC C THE IAOC PER 5BCFB t4Z-3OT _ + FD P K f 5,H(NER PLUSH PER SBLFB r443DT P ff "5 -K f CITY WRSHEK ` a OAK STREETy ` -SE Vt7'ONTC a _r _ - a 77FTSo DIrNo- - -- "END OF CURB N OTE S - - _ DENOTES TRAN5)TLINF 1{aLDS OVER TIE DISTANCE T _ _ T - -- - _ 5 6C FB DEIUDTES SAW BERM9l1D11UD CITY FIELD SDOK y - ENG0401 OM J NO WE Fling this Corner Record does not reheve you of 1611M a Record of Survey when it is�cyrept�py yors ,qct CORNER RECORD 0 3 0 9 6 9 Document Number f1 uu 5re City of -San 8ern drj I _ County of QM B -rr.dMI. jo California Brief Legal Descriptionec 12 15WIZ (Include sec Twp RIP aea or ) 8 a o CORNER TYPE COORDINATES (OpUonal)__— } ❑ Government Comer ❑ Control N i O Meander ❑ Property E ❑ Rancho 8 Other Zone ❑ NAD27 ❑ NAD83 12' Jill Date of Survey d 2 b O 3 NAD 83 Epoch ' sepf 2-9, ZOa3 Elev Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer — ❑ Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of comer found Evidence used to identify or procedure used to establish or reestablish the corner See o A description of the physical condition of the monument as found and as set or reset SeA-0the'r SAC SURVEYORS STATEMENT This Comer Record was prepared by me or under my direction in conformance with the Land Surveyor s Act on September 30 200_ Signed L S VEN&A Number 'j Z %¢ SURVEYOR S STATEMENT This Comer Record was received SEP 3 0 2003 and fled 20�24 Signed ® or R C E Number County Surveyors Comment A P N n / 17lntmnar Far hit ro mdarmnl and examined Deputy County Pegs 1 of 2 pel-W�gVG9� �G /yon PLS % 8206 a EXVP 3 3106 AQ 40� 1019999.086 Bs 12M 16 ar w O SET 10 1 P WITH PLASTIC PI..NG RCE 24919 FLUSH UNLESS NOTED OTHERWISE G v W ENMEIEROG M. 667 SO BREA CANYON RD SUITE 27 WALNUT CALIF 91789 A 7-49.9* DA NL PIERCE R GE 24979 D4TE JULY 9 1994 REf 811-1101 ! stir DRIVE PI ANiLfSS NiTE&ftl s-wx ~ - CENTER TRACTL N CITY OF SAN BERNAADf 0, -- M8 250!96-98- _ T • SHEET 3 SET DRIVE PIN S SE. CANER 0 O&MM krfRm�+ can �a Maw sic. i l� r� ant r W s c r i P T is 18 1 S I BURNEY STREETF O SET r LP WITH PLASTIC PLUG RCE 24979, FLUSH 4 SET ORIV UNLESS NOTED OTHERWISE UkLESS r G V W ENGINEERING NQ CENTER 667 SO BREA CANYON RD SUITE 27 TRACT WALNUT CALIF 91789 CITY OF SAN BERNARDINO. - OAN N. PIERCE RCE 24979 8 250 t96 -98Af DATE JULY, 1994 REF 811-1101 Ar SWEET I oR 3 Imp 3 �. N077Cd Fi/arg dus Comer Record does not neve you of Bing a Record of Survey when't is „cq„,&by the "rad Surveyors Act CORNIER RECORD, Q 5 01 4 5 Document Number _ City of 1 County of sa e d r California Brief Legal Description sec A. W rk Aja„ Ra,, n (Include Sec Twp Rge au a o .I � yyr-�i v 120 Merid r d CORNER TYPE COORDINATES (Optional) ❑ Government Comer ❑ Control N ❑ Meander ❑ Property E {5 0Date Rancho Sunee W Other Zone ❑ NA€727 ❑ NAD83 Or Y ��6rua.-%, 1A Z004 NAD 83 Epoch Elev Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer — IR Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of comer found Evidence used to identify or procedure used to establish or reestablish the comer Se —4 A description of the physical condition of the monument as found and as set or reset SURVEYOR S STATEMENT This Comer Record was prepan3d by me or under my direction in conformance with the �r Land Surveyor s Act on _ (= e h ru a r L& We y 20 OS � E xPI'9EJ �i ��j, Signed C 59LS Number 52-74t �f � SURVEYOR S STATEMENT This Corner Record was received FEB 2 4 2005and examined �DsU9y � F and fileANumber T 20 � v� �� C ��; NO 7806 Signed Deputy County Surveyor �t EP 12 31 05 Lor% � County Surveyors Comment OF CAL A P N page t of 2 ,� ropnyna/ Fo/fumiemdexaig/ .Ns ,o,seasieea.. cro, 05 0145 �S,BCFg 154 -2Z3T Set / �T T� 1 •/ ,. ��t 251 002 Mdy -i'/ a /t/ A venue Ties ckmkcd `sett /¢ b5hy J Davis, s S -o ,e ash Set L e T on TC glib o � Mef CR - t 4 9-T H _ S Ti? E' F L 1 I p S 3548 t per .5BCF8154-6h- C R I�-0-93 a Fd[eTontc-,@f/iefl pey CF glS4 -6/r g (:4 j5I �1LZ e_B O TES a- Dego fes fr4os/1/.ne ht-,/olr over t e d.stewces - SIj C F g L)"C' tes Sdn Bernard, ao Oehotes Corner Record do c c r wejv� c t i'/ /c a f}fie SdsT ,BerNcird. no County Surveyor: F Dom',ce Page 2 of 2 • NOTICE • 167 092 Filing this Comer record does not County of San Bwaardmo DOCUMENT NO relieve you of filing a RECORD OF Environmental Management Group —' SURVEY when It Is required by the OFFICE OF SURVEYOR LAND SURVEYORS ACT CORNER RECORD 4 COUNTY OF SAN BERNARDINO CALIFORNIA SEC ( 5 T / JV R 4 w S N BERMAR D /AID MERIDIAN I CORNER TYPE COORDINATES GOV T CORNER ❑ CONTROL ❑ N -� MEANDER ❑ PROPERTY ❑ E VO RANCHO ❑ OTHER. Is ZONE DATE OF SURVEY MAY /2,1995 ELEV CORNER — LEFT AS FOUND FOUND AND TAGGED ❑ REESTABLISHED ❑ REBUILT ❑ PHYSICAL DESCRIPTION OF CORNER FOUND EVIDENCE USED TO IDENTIFY THE CORNER Sea o rH'E' z s/.046 PHYSICAL DESCRIPTION OF MONUMENTS REBUILT PERPETUATED OR RESET R ,p A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1 THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR IOR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED 2 A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER 3 A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS AS SAID CORNERS ARE DEFINED IN THE MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES OF THE BUREAU OF LAND MANAGEMENT THE IDENTIFICATION OF SUCH CORNERS SHALL BE IF POSSIBLE IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS 4 AT THE OPTION OF THE SURVEYOR OR ENGINEER A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS PROPERTY CONTROLLING CORNERS REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT 5 THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYORIENGINEER OF SUCH FILING 6 CORNER RECORDS SUBMITTED FOR SURVEYS WHICH UNDER SECTION 8762 OF THE LAND SURVEYOR S ACT REQUIRE A RECO OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR RETURN 7 CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION 8 A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED _ '14-121354411011m AIM SHEET 1 OF 2 167 092 DOCUMENT NO �-� COUNTY OF SAN BERNARDINO CALIFORNIA ��! �DE/VOTES TRA/VSlTL//VE MA AVE.Id►►l�.� aLOJ pVR Q T/E O/S'T,gNea-%F T/E.ssET 1-/2 9,SOYNTc4*x SET tEAD jrrAcK ON 7' C 1 SO L /NE QF Mg '5039 NO L !NF 42-9'7-f J*4208 SET ZEAD 6 TAc r O/V T r a c SET TAcK oNsiOE- WAL K, 2 Pr E of .r4f vp4oA77&v f7'WCURBoEWALAt ($ALK a� N o o % It FD 3/4 'r P No TAG, o !f7 DEEP Pfl R AcrNO 42049 / M B SSS/BTRACr ,to S039 M 8 /62/45 Acro vmo A,S/ /Nr.FeSEtT/oN D,c TRAcr 4 $o�/NORy� ipNO S7,,A6E T \\\ 1n G6NT6RL/NE h - ' SET LEA0�9'I1CArONSlDE- WALX, 2 Fla � OFdL�i6itR�P1'/aW BETWEENO _r/08Wl0&de FQACnt o,� c4,eB 2Q L T ' LS 5274 Nl ExPiREs Q + , /ray 9s 2 _ 9lEOf CAL��`O�` SURVEYOR S CERTIFICATE COUNTY SURVEYORS CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED MAY 18 1995 UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACTON AJAY !ro AND INED 1 .-TZ�v 19Q� 19 2 4S St/RvtcY pARTY GN/FF FOR THE miry of sAiv BER�w+igRDlwio, CA BY SIGNED c TITLE u YOR L S 4MEMLN Sz yy� %X c COUNTY 6WRVIYOR $ STATEMENT SHEET 2 OF 2 ` OF C ALF L-1 Sc Q Ew o tv -r c I- LL IZ -I - °- 0- 1 W �t E TIES L. SET 3 -IS -90 BY JDAv15 1`D SC REw A -r m o C oSr cueg REruRtit, wto REFEQEw)cE - STREET Ste—FD W1AWHOt_E wrrH Cur MARKS Owl RIM NC R E F ACCEPTED AS cE NYERLIAI P I PENo1w,1G vE41FtCA'i'tof �`)2 SET x Tie w.gl_s Q-1?-9orpA Fo SCREW AT H o OF GU jtB REruR1JOw SZEFERE Wcrc "E STREET TIE5 SET 4MD oR CHECKED s ti, 3-15 J o BY J DAM S 'tC c C, FQ s"ceEw Ar Z�3� G1— i i IC z~Jtwty C`� , S > 'FD r� \ /At` V-src- Eo N 'E r LCJ S J _yorb L12d `� '4� zS-4 ow f F-o 5clzsw o J Tc � ./ 337 fJi- c, 2 5 1 r- � Y / rC v AT _ I J _ IV F o :, C c = %AF INCL° .® Fr, SCtEw ovT,C , ai F C �. I E% � Jt— Nal �Lc� i�GVC� LL GC S. �r A' NO `Q£FE2iNGe FI,i�H :) AS cEIJTEj..a_11.![ Cu AVE 3G }. P£tvp'�rr VERIFILA'�Ivv r � Scri w oNTt �1 �� FG'F�IigNCc~ SET � £T ON T C IIF- N L a?17 TO 9los t�D a>s� ov cyEc --ED o SET `s -rt E 5 � o �v T A %Its moo- C' v , � v — \ �A {� � 1 � 1 1 = -':I —,K J F LUS 4 J� — ap ' _ - �t F-- t A c c E a W SET LEAD 8 TAc. t` e-,4 GU"Z L \►t Ov q –A -j -r,-.> =O Q 4 = c _. 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T -,E V �Y G�� 2593 3495 f� r N FD SCREW ow TCOMO c pF RE TuRIJ PE R f C)'ry TIES r1A7Ep J L E- A- TACv cl.f —T C y ? 1 7.1=T 5 LY C7 gr THE Lj 6 C 2 E 10 ICT N LY QF"rms D.w 1 10 a 41b SE's L!'s I%f ,,NCicowr ' ��GT LEAD E "'AC k aN Tc 3 SF- U c TrT tJ LY Cl G f- L Y O F '- }+ E C /W To 5 p V3 i` f F=P 1 I G 110 AG FLVSI4, NO REFER ENCS �S 'f✓�-� Ac S -T E Q AS T 1•. E c- F w -r E r,t n► E E c, �St�1p+t�IG V=i.lstCaTtOtJ P!F�, LTac ?T _t.PDTAC �f �.Y riE D/W Td 54c;,C)- t.3 T t - A F'r td LY f ZO Fp t i .4O TAG FLU S P t..0 r-C-FERF-0 --7�S _ i RACT 60j*IDAr.Y LINE, :5UroZ'ECT TO VE IE 1F ICAT ION C $ 3FT N i1:T ►-CADS TAC Y �% \i SET LE XC; 6 TA�-K ON T 4995 �10oFT 51-Y �G1= TtAS i /,/J T0 • SET t-hT 6 FT OWELY DF SCR hlRRS*ALL. Fd WZP s p I G17y 11!'5 fv .05 Voreo� o.s ,i DEEP -•7- 9S or yg� X DA✓1s 5eT 1- i.T 7 fT F16 IY R a v 9� � 2 a da UItRALnOi1JTE �2 O41r Q �r SLaT t_t.T a. FGR 75 ✓ / Fd 1'IP TA�sBO G`O BLVD _ MjL e1Ty _ tt as_ Ll- so _ -------------- Fo 9s ivo r440 v,1 69 1' Pr 4DAOj / -»- 9S 74� Oy �' DA�•s Fd -SC-RAW Qt. MOC. P -G2 510 FOMSE.CA DISTANCES MEAS W/ EDM ✓7-s 1-33,VA✓�s /-17-9.f J; A,9V! S PHYSICAL DESCRIPTION OF MONUMENTS REBUILT PERPETUATED OR RESET SEg_ oTl4gg .S AE — A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1 THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR IOR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED — 2 A CORNER RECORD SHALL BE FILED WITHIN go DAYS OF THE DATE OF THE RECOVERY USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER 3 A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS AS SAID CORNERS ARE DEFINED IN THE MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF — THE UNITED STATES OF THE BUREAU OF LAND MANAGEMENT THE IDENTIFICATION OF SUCH CORNERS SHALL BE IF POSSIBLE IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS 4 AT THE OPTION OF THE SURVEYOR OR ENGINEER A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS PROPERTY CONTROLLING CORNERS REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OA COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN — ► SECTION 8762 OF THE LAND SURVEYORS ACT --It 5 THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIEO AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYORIENGINEER OF SUCH FILING — 6 CORNER RECORDS SUBMITTED FOR SURVEYS WHICH UNDER SECTION 8762 OF THE LAND SURVEYOR S ACT REQUIRE A FlEaNW OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR RETURN - 7 CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION 8 A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED 14129354119116 41111 SHEET 1 OF 2 167 0 1 • NOTICE • Filing this corner record does not County of San Bernardino DOCUMENT NO t1 relieve you of filing a RECORD OF Environmental Management Group — SURVEY when it is required by the LAND SURVEYORS ACT OFFICE OF SURVEYOR CORNER RECORD — COUNTY OF SAN BERNARDINO CALIFORNIA SEC 4 T IS R 4W SAW BERMARD/A/o MERIDIAN —' I CORNER TYPE COORDINATES I 1 GOV T CORNER ❑ CONTROL ❑ N -----'– MEANDER ❑ PROPERTY ❑ E i RANCHO ❑ OTHER JAI ZONE 1 DATE OF SURVEY APR/L Z5r /495 ELEV CORNER — LEFT AS FOUND FOUND AND TAGGED ❑ REESTABLISHED ❑ REBUILT ❑ PHYSICAL DESCRIPTION OF CORNER FOUND EVIDENCE USED TO IDENTIFY THE CORNER PHYSICAL DESCRIPTION OF MONUMENTS REBUILT PERPETUATED OR RESET SEg_ oTl4gg .S AE — A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1 THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR IOR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED — 2 A CORNER RECORD SHALL BE FILED WITHIN go DAYS OF THE DATE OF THE RECOVERY USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER 3 A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS AS SAID CORNERS ARE DEFINED IN THE MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF — THE UNITED STATES OF THE BUREAU OF LAND MANAGEMENT THE IDENTIFICATION OF SUCH CORNERS SHALL BE IF POSSIBLE IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS 4 AT THE OPTION OF THE SURVEYOR OR ENGINEER A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS PROPERTY CONTROLLING CORNERS REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OA COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN — ► SECTION 8762 OF THE LAND SURVEYORS ACT --It 5 THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIEO AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYORIENGINEER OF SUCH FILING — 6 CORNER RECORDS SUBMITTED FOR SURVEYS WHICH UNDER SECTION 8762 OF THE LAND SURVEYOR S ACT REQUIRE A FlEaNW OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR RETURN - 7 CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION 8 A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED 14129354119116 41111 SHEET 1 OF 2 16'x' 011 CORNER RECORD DOCUMENT NO 95 0434 COUNTY OF SAN BERNARDINO CALIFORNIA NOTE Z; DENOTES TRA/VslTL/NE PACO 57-REE T HOLDS OVEip T/E Q/STANOES TjES G'A/ECK6DFSET¢-25 9S BY .T DAv/s FD SC-eEwoN TC®MOC of C4R8 ,e6T4/PN cs OA ED 3 24/ 76 tu U)l SC,eow ow/ Tc O C OC ct/.eB 1 4R/V PE? 6/7'r s_ oA7��p ¢ EG E VeNTH STREET FC MA/VHOtE PCR C/rY r,fSs DA TEa 3-24-74 SGrX-r/E Nq/c,s plti �� 9 o. SET t EAD�'TAc 1 ON 7'< /N G &Aa CA/ T t A D �' Mf e R07ZIAN, 2 FT So O o T c F G R E aF,Ti I. *r "6e of DEw,9[/[ ul SURVEYOR S CERTIFICATE COUNTY SURVEYOR S CERTIFICATE THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED MAY 01 199 UNDER MY DIRECTION IN CONFORMANCE WITH THE r~19 LAND SURVEYORS ACT ON APR/L Z RAJp7Y CN/Q/Z`- O THE AND NED [# I�It -` 9 19 �S S7/RVEY AS 7-V of SI➢N BrERNARD/^/oi e -A 1915 BY (�1^- _ SIGNED _ TITLE _L L S NO $Z % 4'�P4fD G3� COUNTY SURVEYOR S STATEMENTtoo Jr OGSPATKX ATC SHEET 2 OF 2 T� OF Cw1.�YOP t NOME AMg dus Comer Record does not relieve you of filing a Record of Survey when it Is re4umed by the Land Surveyors Act CORNER RECORD 0 O 14 6 2 Document Number 2 16 0 15 City of SRN A ER AM RD 11110 _ County of SAN BBR/VARD/AJO Califor Brief Legal DescriptionSEC 3 3 TWP//1/ RGE 4/K/ , SA/1! /3E.cJp/1IAR�Di/UD /77�iP/p (Inchde Sec Twp Rge and Men +an or Nanchol CORNER TYPE WY COORDINATES (Optional) ❑ Government Corner ❑ Control N ❑ Meander ❑ Property E ❑ Jiancho ®'Other Zone ❑ NAD27 ❑ NAD83 i Date of Survey &a y _ s f Odo NAD 83 Epoch Elev Vert Datum ❑ NGVD29 ❑ NAVD88 Meas Units ❑ Metric ❑ Imperial Comer — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ❑ Rebuilt Identification and type of comer found Evidence used to identify or procedure used to establish or reestablish the corner SEF 07'11ER SIDE A description of the physical condition of the monument as found and as set or reset — 5EE D 7'HER 5/OF' N SURVEYOR S STATEMENT ZS E v N�� This Comer Record was prepared by me or under my direction m conformance with the L. U74 �t Land Surveyors Acton DEcEmDER 4' 2000 `nP 4=. xPfR, `!t 7l 2 3f Q3 Signed LS Number ]4 �Q ' Cn���O� SURVEYOR S STATEMENT SEAL `oy pL L4q� s This Comer Record was received DEC Q s 7(jl�p and examined �yy P��E1. c and filed l 20� k o O IL Signed Cis Deputy County Surveyor L S or R C E Number �rJ Z. _ _ , ' 9� 'UPCLi — County Surveyor s Comment L _ APN P89efof2 Win —1 Fn / s ndn nnl 00 1062 2.16 015 rags 2 of 2 • NOTICE • Filing this comer record does not relieve you of filing a RECORD OF _ SURVEY when it Is required by the LAND SURVEYORS ACT County of San Barnwchno Envronawntal Management Group OFFICE OF SURVEYOR CORNER RECORD 159 050 DOCUMENT NO L.:L I Zg 11 ._ COUNTY OF SAN BERNARDINO CALIFORNIA SEC 33 T / N,i R 4 W. SRIV 8LTRA/RRD/KG1 MERIDIAN _• 1 I 1 + j I CORNER TYPE COORDINATES GOV T CORNER ❑ CONTROL ❑ N MEANDER ❑ PROPERTY ❑ E wow RANCHO ❑ OTHER ® ZONE DATE OF SURVEY JV L Y S 199 4 ELEV CORNER — LEFT AS FOUND ❑ FOUND AND TAGGED ❑ REESTABLISHED Jff REBUILT ❑ PHYSICAL DESCRIPTION OF CORNER FOUND EVIDENCE USED TO IDENTIFY THE CORNER SEC D TAER S/OE PHYSICAL DESCRIPTION OF MONUMENTS REBUILT PERPETUATED OR RESET SEE OTHER A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD 1 THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER) OF THE COUNTY IN WHICH THE CORNER IS LOCATED 2 A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER 3 A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS AS SAID CORNERS ARE DEFINED IN THE MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNITED STATES OF THE BUREAU OF LAND MANAGEMENT THE IDENTIFICATION OF SUCH CORNERS SHALL BE IF POSSIBLE IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS 4 AT THE OPTION OF THE SURVEYOR OR ENGINEER A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS PROPERTY CONTROLLING CORNERS REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT 5 THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYORIENGINEER OF SUCH FILING 6 CORNER RECORDS SUBMITTED FOR SURVEYS WHICH UNDER SECTION 8762 OF THE LAND SURVEYOR S ACT REQUIRE A RECO O, OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SU RETURN 7 CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION B A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL BE PROVIDED WHERE APPROPRIATE PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE ENCOURAGED 14-1 4" a 401 SHEET 1 OF 2 0 O ER RECORDD 0477 5 050 DOCUMENT NO __. COUNTY OF SAN BERNARDINO CALIFORNIA 1 r-rL LT 4 Elr Fd 5cww Z r rr OCR iZ 37 sac y �aee/l�96i1IyL 19 AvE 77cs tsps) ° 35 's Fr OK waoic Etas M►ASN6.Y� Ft�a� f Y9f SKc T 7 vt� Ko Ad 3cAvw 2sGIr ew NOTE Z" p6,verBs QyA~S�T LJNE MO�J F= TiF O/f TgNcE � 3 � _ t Z6t CA la> /rilC�► sir a i�nen e..wr v -=Qw4 .Amv E 'r/ss cmgc cro PK{` �,� 6ir W4sMBs d6T � 8 94 BY J Di9vAr 140 SURVEYOR S CERTIFICATE COUNTY SURVEYOR S CERTIFIglE♦ 5 THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED j�JL l UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACT ON J[! L Y / Z AN MINED N FLED /� 19 _� 19gE2NiO RS SJR r6Y PP R7'Y CN/EF fD�C TH£ 0 F SPM BERAIPRD044EN. BY I fu SIGN TITLE � L 5 ZZ 740 C. L* 0-2f II o COUNTY SURVEYOR S STATEMENT 9 SHEET 2 Of 2 • NOTICE • Fang this Comer record does not relieve you of filing a RECORD OF SURVEY when it Is required by the LAND SURVEYORS ACT County of San Bernardino Environmental Management Group OFFICE OF SURVEYOR CORNER RECORD COUNTY OF S4N BERNARDINO CALIFORNIA 46 DO "NO� _ 17-4 SECS SEC 3 3 T I N R /,�! _ SAN BtR/VflRO/h0 1 1 1 CORNER — LEFT AS FOUND ❑ CORNER TYPE GOV T CORNER ❑ CONTROL ❑ N MEANDER ❑ PROPERTY ❑ E MERIDIAN COORDINATES RANCHO ❑ OTHER IN ZONE DATE OF SURVEY JV L / S 19 9 4 ELEV FOUND AND TAGGED ❑ REESTABLISHED REBUILT ❑ PHYSICAL DESCRIPTION OF CORNER FOUND EVIDENCE USED TO IDENTIFY THE CORNER SE E 47'WhE P -51D F — PHYSICAL DESCRIPTION OF MONUMENTS REBUILT PERPETUATED OR RESET S E STN S/ A CORNER RECORD MAY BE USED TO REPORT THE RECOVERY OR PERPETUATION OF SURVEY MONUMENTS OR TO SHOW THE REESTABLISHMENT OF MONUMENTS WHERE FIELD CONDITIONS AGREE SUBSTANTIALLY WITH RECORD I THE CORNER RECORD IS TO BE PREPARED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AND FILED WITH THE COUNTY SURVEYOR (OR COUNTY ENGINEER! OF THE COUNTY 1N WHICH THE CORNER IS LOCATED _ _ 2 A CORNER RECORD SHALL BE FILED WITHIN 90 DAYS OF THE DATE OF THE RECOVERY USE OR REESTABLISHMENT OF A CORNER UNLESS THE CORNER IS TO BE SHOWN ON A RECORD OF SURVEY PARCEL OR FINAL MAP DERIVED FROM THE SURVEY WHICH USED OR LOCATED SAID CORNER 3 A CORNER RECORD MAY BE FILED TO SHOW THE PERPETUATION OF ANY EXISTING OR OBLITERATED CORNER OF THE SURVEY OF THE PUBLIC LANDS AS SAID CORNERS ARE DEFINED IN THE MANUAL OF INSTRUCTIONS FOR THE SURVEY OF PUBLIC LANDS OF THE UNRED STATES OF THE BUREAU OF LAND MANAGEMENT THE IDENTIFICATION OF SUCH CORNERS SHALL BE IF POSSIBLE IN ACCORDANCE WITH THE SYSTEM OF IDENTIFICATION GIVEN BY SAID MANUAL OF INSTRUCTIONS 4 AT THE OPTION OF THE SURVEYOR OR ENGINEER A CORNER RECORD MAY BE FILED FOR PROPERTY CORNERS PROPERTY CONTROLLING CORNERS REFERENCE MONUMENTS OR ACCESSORIES TO PROPERTY CORNERS WHEN THE COUNTY SURVEYOR OR COUNTY ENGINEER DETERMINES THAT NONE OF THE CONDITIONS REQUIRING A RECORD OF SURVEY EXIST AS OUTLINED IN SECTION 8762 OF THE LAND SURVEYORS ACT S THE COUNTY SURVEYOR OR COUNTY ENGINEER SHALL EXAMINE THE CORNER RECORD WITHIN 20 DAYS FOR CONFORMANCE WITH SECTION 8773 OF THE LAND SURVEYORS ACT UPON DETERMINATION THAT THE ABOVE LISTED CONDITIONS ARE SATISFIED AND THAT THE INFORMATION REQUIRED ELSEWHERE ON THIS FORM IS COMPLETE THE COUNTY SURVEYOR OR ENGINEER SHALL FILE AND INDEX THE CORNER RECORD AND NOTIFY THE SURVEYOR/ENGINEER OF SUCH FILING 6 CORNER RECORDS SUBMITTED FOR SURVEYS WHICH UNDER SECTION 8762 OF THE LAND SURVEYOR S ACT REQUIRE A RECORD OF SURVEY SHALL BE RETURNED TO THE SURVEYOR OR ENGINEER TOGETHER WITH A STATEMENT OF THE REASON FOR SUCH RETURN 7 CALIFORNIA COORDINATE SYSTEM DATA MAY BE SHOWN BUT SHOULD BE ACCOMPANIED BY AN IDENTIFICATION OF THE SOURCE OF SUCH INFORMATION 4 8 A SKETCH SHOWING REFERENCE TIES TO ACCESSORIES OR OTHER IDENTIFIABLE OBJECTS IN THE VICINITY OF THE CORNER SHALL 1 BE PROVIDED WHERE APPROPRIATE PHOTOGRAPHS AND/OR TOPOGRAPHY OF THE MONUMENT AND SURROUNDING AREA ARE 1 ENCOURAGED SHEET 1 OF 2 lr4 159 046 DOCUMENT NO COUNTY OF SAN BERNARDINO CALIFORNIA I I 1 r 5& SETLt T 3z iM ya SFT L tT 2 N IY F.! rs sciwvinoc �9 32 i Ir.. WV I -P JA a& PEA CAlVTISY & a?� K fe $NI,IM� Y Tj Ki• tc4sl► T 6-94 F+ sa■aww z e er a4c TIES CN6=joP Mwlq/iPW4f0ef Jor 7 8 gs Ir OAV/s 8 9-93 zcz cex spa R4t,oaeWO £ S®T r FOR CffPA ,vG IVdT'E 2F 06M07WN TNAW.V,T 11,16 /+oa as cbJ it To r P/JTi*ACG 0 Ll W74 # EXP�4�s ®4 SURVEYOR S CERTIFICATE COUNTY SURVEYORS CERTIFIV 15 1994 THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED UNDER MY DIRECTION IN CONFORMANCE WITH THE 19 LAND SURVEYORS ACTON TULY /Z AN INED A E B !i 19 �¢ R S TME -TVR VEY MArrY CN/E {O lNe 19 94 G1TY OF- .579IV B/VATV1Ah0j CA BY nip SIGNED TITLE NEW L S NO 52 74 (--cl( 15 5°52 19 COUNTY SURVEYOR S STATEMENT - P SHEET 2 OF 2 yTc OF GAV�� G=ARNER AVENUE: T es set 10 -20-88 by %T Dav,• NOT E T' e d 'stances meduAred- by E D M Set lead 4 tac k SYRcET per tpT e3 G 5 8 sp ke ,vaslmer 4 Co S9 Da, s _ Set lead 4 flack ow i c az# 12 id E tack oN T � 3 ftwlyo{8crz IS f4 E 1y ofEc R +�Iw W3 Z-2 �w Q> C7 Q i ip I s$ t2l L� qp S -4 4.-1r 27 . wesioOC QC2e Sc4 Lf 7' ss PAvt J S •J AJW 1 25 - � Syi►� Y;a9e� c.y S8 33 SclzewQ moc 1 04vv s N Avw IDA V(DSOAJ Auc S- /Z--87 .a.:- Lr_T® EXAM -."3 SET c-'5 9 5PIvCE ItWAS,aEP- FLUSN 4-6-gy Jin -is S 17 se+ <<-r /6 = 7 00 d ry CORNER RECORD Document Number Cay Of C tee,, �� e,,sL�_ ;•_ County of .a,.� California Brief Legal Description 7t 9- CORNER TYPE COORDINATES (Optional) N.j Govt Corner ❑ Control ® E. ' - E. -- Meander ❑ Property ❑ Zone NAD27 0 NAD83 0 NADW Rancho Other ❑ Elev. Epodh Date of Survey ❑t _ t U - Ul Vert. Datum: NGV029 D NAVD88 D Meas. Units: Metric 0 Imperial f] Comer - Left as found ❑ Found and lagged ❑ Established ❑ Rees_tablished_❑ Rebuilt ❑ I�fication and type of corner found: Evidence used to identify or procedure used to establish or reestablish the corner: r % r — A description of the physical condition of the monument as found and as set or reset: SURVEYOR`S STATEMENT This Comer Record was prepared by me or under my direction in conformance with the Land/ Su ' Act on l__- lti 7 SignpA J L PL. or R.C.E- Na //% 7I --• --_ - fA _ COUNTY SURVEYOR'S STATEMENT This Corner Record was received and exari irred end tiled Signed _ _ PL.S. or R C.E. No. _ Titre: County Surveyors Comment D h 4- aii � J � A � Z 4 W W i DAVIDSON AVENUE ~ W a_ i °" a*cg A 0 awQ Z Waw oz�l aC W oC�¢I W �� 2zzz qAG 0.o ZWo Q wCc z -� LL - I ,h I3I1b INOSQIAK I W W �'- �n m z v 1 H W ai OL hf FD TG PER c1�i ISS AOL --Z a - 3p IL _U El 4E STREET TIES 5ET 4 GH ECKE O 5-1-1=90 gY Ct-- Z 3 ao STREET ��- r I/Z T s c 2 i`T D E E P c2Ei —'Y —IES 'cAT= >r 1-z1J-Bo _ ET PK NAIL � L S B Wi95H£e qp� 1-L �S-i 7 /O 91 J D14W.S 09 • FD SCREW c ta -r G _ 2 9 F r m It -y of y D/ A o a4o2 £z4io E 5T PE2 G"'Y r+ES VA -r-6 1-Z , 80 /R7 Pv SCREW c1.J T C _ 5! Y cF A o/w �fl Z407.�. _4 a E 5r FSE c 1 ry Tlcs DATED 1-Z9 80 • "E TRE ET TIES SET ANP C"EGKED 3-+7-90 BY �—j lc>+AV1S 5ET LEAD rACIL ON 1- I" C uRB lETuP-M Z o v- oFT14E ECR 24TH_ STREE T ~ D =/4 I F$ 5ceEw� 02- >= T N =EP No REP ERE NCE AccEPTF- _+'Su of /z I F p '4 FT DEE G ITY --IES'7ATE'D+-L9-f P t /1BIL LS IdASN�RFLUSH \a5T LEAD' —.t\ r- <>m -T - QFOF V -^6�C RCJ c• N� , 'i �T 1 I I i 11 Flz� ScQEw owl T c S 3 FT S LY �42' ZS'7& a ::T a=Q- G i -Y - i !E5 ='A -'c lD 1 -2 -13 -SO • Ffl 5C-ee / owl T C / - -2.9- sO 0 0 �j\3r Lei 'E STREET TIES 5ET #, ct'►EcWcEo 8- 1-7- 50 3Y T oA%/is 'SET LEAD 4�TACKot, TcQcwrv- OF ctA2i RET" RO ovE f- A Ct aR d;t4 LYE R Y ? STH STREET S_�= I P �,SCR'EvV O ZPT DEEP N� �E F>_RENC6 F Tg C 1TVT1E DVY ZN ! u RO A CC E DTE D AS c� W LIC TgqIES 1 P 10 3"ce FL%JSVA, NDAAVtSC58 w sT R_�9- J l 5ET t_EAp �TAcic c 5 �E ,AL 1.-18 SFT E cF E ct,tQ 5t_i�.lE OF E ST c O SFT S' -y of =a:S- %A IE OFZ.ST--_ • 1- �9ET L F- A,,[> It W TC 'I,% Ca83 W >1' r - =_L = u A a ?wrR Uc� Fd MAN HO>_ E X' NA «„g �5R c 1TV T1 ES SE7- x TIE /YR1L.S 7-0-71 ~)O I L ET AGK o$a 7 OFT S 4-Y0F--W6 G i+ 0 "E" ST1zEET T1E5 SST �CH�G�t=D ="30 8Y Vkv►5 v, X CO F--'4 :7 N T C pep IES IOATEU %Zc�-8 Esc1:5'rIwG ALLEY E.ST` 4 T I ES SET , m er-r roo ®-11 'So BY S vA N/ 1s Fp Sc:ZEw owT C �3 0l L.Y o r - TN E E cot pE Q c 1TY1"'1ES pgTEOi-Z�� J, s e i .Fv MA�11aoLE 4 `X T1E".tLS PER C %TY T I E S DATED 1--19c 6o� SET'X-T/E KA/LS RAN CH00 SAN BERNARDU,k V LFD SGREW owa T C �u 3FT 5 LY OF THE BCR pERC�� TIES DATED 1 -Z$ -8o SET LEAD � TAcK lv Y J W _ Q N N 0 � o �TE40 TACK oNT C NLYo�D/w Te VIVO 6 5T L.0 V F;;'D SCREW 40" IF cc F ZS FT DEE ip RES TicsD 4r=. TED 1-'ZN0RT14 ETPK NAIL SET LEAD f,TA►CK a wl [ S B W, _ s�oEwALryC� 18 GPT SILy oc v/w ro 2'Iog'E Sr FLOSH 7 91 1 4Fr w LYarvKc"ap .r DWDrS LINE OF EST Y J 01tell Dc� o► DR,VEwAY X 'm D/w Tb Z6'I 8 f 2694 E ST v � u E.ST` 4 T I ES SET , m er-r roo ®-11 'So BY S vA N/ 1s Fp Sc:ZEw owT C �3 0l L.Y o r - TN E E cot pE Q c 1TY1"'1ES pgTEOi-Z�� J, s e i .Fv MA�11aoLE 4 `X T1E".tLS PER C %TY T I E S DATED 1--19c 6o� SET'X-T/E KA/LS RAN CH00 SAN BERNARDU,k V LFD SGREW owa T C �u 3FT 5 LY OF THE BCR pERC�� TIES DATED 1 -Z$ -8o CONTRACT AGREEMENT AGREEMENT CITY OF SAN BERNARDINO THIS AGREEMENT is made and concluded this 1?1*1 day of Su R , 20_LL between the City of San Bernardino (owner and hereinafter "CITY"), and St H civil W (),+-C, ( hereinafter "CONTRACTOR"). 1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOWs own proper cost and expense to fiirnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and other accessories and services necessary to complete the said project in accordance with the conditions and prices stated in the Bid Documents, the Special Provisions and Conditions and Provisions for Community Development Block Grant federally -funded projects, in good workmanlike and substantial manner the ADA ACCESS RAMPS & SIDEWALK IMPROVEMENTS, AT VARIOUS LOCATIONS (SS -D) in strict conformity with Plans and Special Provisions No. 13179 , and also in accordance with Standard Specifications for Public Works/Construction, latest edition in effect on the first day of the advertised "Notice Inviting Sealed Bids" for this project, on file in the Office of the City Engineer, Public Works Department, City of San Bernardino, which said Plans and Special Provisions and Standard Specifications are hereby especially referred to and by such reference made a part hereof. 2. Contractor agrees to receive and accept the prices as set forth in the bid schedule as full compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement; also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work and for all risks of every description connected with the work; also for all expenses incurred by or in consequence of the suspension or discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and according to the Plans and Special Provisions, and requirements of the Engineer under them. 3. The Contractor herein covenants by and for himself or herself, his or her heirs, executors, administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, marital status, national origin, or ancestry in the performance of this Y contract, nor shall the Contractor or any person claiming under or through him or her, establish or permit any such practice or practices of discrimination or segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this contract. Y AGREEMENT: ADA ACCESS RAMPS & SIDEWALK IMPROVEMENTS, AT VARIOUS LOCATIONS (SS -D) 4. City hereby promises and agrees with the said Contractor to employ, and does hereby employ the said Contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators, and assigns, do hereby agree to the full performance of the covenants herein contained. 5. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith. IN WITNESS WIEREOF, the parties of these present have hereunto set their hands the year and date first above written. CONTRACTOR NAME OF FIRM: S+N Civil Works BY.• V TITLE: 1"l"�� �{'Y►� MAILING ADDRESS: Not 411ttQ X co 1+VVV C.A. g23z4 PHONE NO.80 2piD 1181 NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest. CITY OF SAN BERNARDINO BY: L. I �Wvl � I ANDREA M. Ml ftER, City Manager City of San Bernardino ATTEST: GEORGgANN HA A, City Clerk APPROVED AS TO FORM: -r2-LaT IN— GARY GARY D. SAENZ, City Attorney