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HomeMy WebLinkAbout0850-72_14485 Foothill Boulevard (County Area) Sewer Improvement Plan. (4, EAGLE ESCROW 901 E. ALOSTA GLENDORA; CA. 91740 N 10 C 1NDY ADMIRE. YOUR REFERENCE: 1912 OUR ORDER NO. 853786 DATE AS OF SEPTEMBER 27) 1985 AT 7:30 A.M. THE FORM OF POLICY OF TITLE INSURANCE CONTEMPLATED BY?•THIS REPORT IS: CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY- 1973. (BASE RATE APPLIES) AMERICAN LAND TITLE ASSOCIATION LOAN POLICY-1970. (BASE RATE APPLIES) THIS REPORT 1S NOT COMPLETE UNLESS 1T INCLUDES A PRINTED COVER SETTING FORTH, AMONG OTHER THINGS, A LIST OF THE PRINTED EXCEPTIONS AND EXCLUSIONS FOR THE POLICY ORM(5) ABOVE DESIGNATED. TEVE GOMEZ TITLE OFFICER THIS ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A FEE TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF 1S VESTED IN: CARL L. VITALIE AND MARGUERITE P. VITALIE', HUSBAND AND WIFE AS COMMUNITY PROPERTY PAGE 853786 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA) COUNTY OF SAN BERNARDINO, AND IS DESCRIBED AS FOLLOWS: LOT 146, TRACT NO."2102, FONTANA ARROW ROUTE TRACT, IN THE COUNTY OF SAN BERNARDINO) STATE OF CALIFORNIA) AS PER 'PLAT RECORDED IN BOOK 31 OF MAPS, PAGES 11, 12, 13, 14 AND 15, RECORDS OF SAID COUNTY. EXCEPTING THEREFROM THAT PORTION OF PROPERTY HEREIN DESCRIBED LYING WITHIN FOOTHILL BOULEVARD. AT THE 'DATE HEREOF EXCEPTIONSd :TO COVERAGE N E IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1: GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1985-86, NOW A LIEN NOT YET PAYABLE. 2: THE LIEN OF SUPPLEMENTAL TAXES ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE CALIFORNIA REVENUE AND TAXATION CODE. 3: RESERVATION OF RIGHTS OF WAY FOR PIPE LINES AND WATER CONDUITS OF ALL KINDS FOR THE DISTRIBUTION OF WATER; ALSO RIGHTS OF WAY OVER AND ACROSS SAID PREMISES FOR TELEPHONE, ELECTRIC LIGHT AND POWER LINES, AND THE EXCLUSIVE RIGHT TO CONSTRUCT, MAINTAIN, OPERATE AND REBUILD SUCH LINES ON ANY STREETS, ALLEYS, AVENUES AND HIGHWAYS ADJOINING SAID LAND, AS CONTAINED IN THE DEED FORM FONTANA LAND COMPANY, A CORPORATION, TO SECURITY -FIRST NATIONAL BANK OF LOS ANGELES: A NATIONAL BANKING ASSOCIATION, RECORDED IN BOOK 805, PAGE 29, OFFICIAL RECORDS. 4: COVENANTS, CONDITIONS AND RESTRICTIONS IN DOCUMENT. RECORDED IN BOOK 1860, PAGE 483, OFFICIAL RECORDS. WHICH PROVIDE, AMONG OTHER MATTERS, THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 0. fir' ='�"`' NOTE: PRO -RATION OF TAXES FOR THE FISCAL YEAR 1984-85: FIRST 'INSTALLMENT: $80.71 PAID SECOND &NSTALLMENT: $80.69 PAID CODE 740Z5; LINE 230-051-06 853786 PAGE i PLANNING DEPARTMENT 385 North Arrowhead Avenue • San Bernardino, CA 92415-0180 • (714) 387-4091 Fax No. • (714) 387-3223 March 8, 1991 Art Pizzo 2025 Foothill Blvd. La Verne, CA 91750 •� COUNTY OF SAN BERNARDINO 1//4/ENVIRONMENTAL MANAGEMENT GRO SHARON W. HIGHTOWER /%/(I\`\\ Director of Planning Expiration Date: March 18, 1994 Edward Reese 633 A. West State St. Ontario, CA 91762 RE: CUP/90-0075/W144-81, CONDITIONAL USE PERMIT TO ESTABLISH A RETAIL SHOPPING CENTER ON 2.13 ACRES, FOOTHILL BOULEVARD; FONTANA. APN: 0230-051-06 Dear Gentlemen: Please be advised, your Conditional Use Permit application has been reviewed and CONDITIONALLY APPROVED by the Planning Department, subject to your compliance with the requirements listed on the attached sheets. All requirements shown on the attached sheets shall be met before the project receives FINAL APPROVAL. The Planning Department's action may be appealed within ten (10) calendar days of the postmarked date of this notice. All appeals must be submitted on forms available from the Public Information Counter, along with the required fewt ? Applicant shall submit a Land Use Compliance Review application; with appropri'at°e fee ': to the Public Information Counter, for verification of conditions prior to the issuance •of building,. permits. Said- application' shallinclude three (3) blueprint'' copies of the "'approed'`site "pI`an 016777472 T /10t" jgazo March 8, 1991 Pizzo Letter Page 2 This approval shall become null and void if all conditions have not been complied with and the occupancy or use of the land has not taken place within 36 months of the date of approval. One extension of time, not to exceed 36 months, may be granted upon written application and the payment of the required fee to the County Planning Department not less than 30 days prior to the date of expiration. This will be the only notice given for the above -specified expiration date. The applicant is responsible for initiation of extension requests. If you have any questions, please contact this department at (714) 387-4165 or write to the address above. Sincerely, r• 7re� i tip- J-t` l.•k1�t,{-%-cam GRETCHEN STANGL-CHARLTON, Planner Valley Regional Planning Team GSC:js cc: Building & Safety Department County Fire Agency Land Development (3) Environmental Health Services Trans/Flood-Field Engineering City of Fontana file • • ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 1 of 11 This conditional approval is for the establishment of a retail shopping center with three separate buildings, two (2) at 2,200 square feet and one (1) at 16,000 square feet, on 2.13 acres, Foothill Boulevard, Fontana; APN 0230-051-06 ON -GOING CONDITIONS/GENERAL REQUIREMENTS PLANNING DEPARTMENT (714) 387-4165 1. This Conditional Use Permit (CUP) is only for the use described above and shown on the approved plot plan. This development is subject to the regulations and requirements of that plan, as defined by the County Development Code. The Planning Department considers this CUP and plot plan approval your final development design. Therefore, any modification and/or alteration to the design or any expansion or increase in the developed area of these facilities as shown on the approved plot plan shall require submittal and approval of a formal revision or a new CUP application prior to issuance of any permits. 2. In compliance with San Bernardino County Development Code Section 81.0150, the applicant shall agree to defend at his sole expense any action brought against the County, its agents, officers, or employees, because of the issuance of such approval, or in the alternative, to relinquish such approval. The applicant shall reimburse the County, its agents, officers, or employees, for any court costs and attorney's fees which the County, its agents, officers or employees may be required by a court to pay as a result of such action. The County may, at its sole discretion, participate at its own expense in the defense of any such action but such participation shall not relieve applicant of his obligations under this condition. 3. The applicant shall ascertain and comply with requirements of all State, County and local agencies as are applicable to the project area. They include, but are not limited to: County Departments of Environmental Health Services, Transportation/Flood Control, Fire Warden, Building and Safety, South Coast Air Quality Management District and State Fire Marshal. 4. A11 trash and storage areas, loading areas, and mechanical equipment-'`eha11''be : screened from public view._, VVVII * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) o 7- /ir-g4# ART-PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 2 of 11 5. All lighting provided to illuminate the site shall be arranged to reflect away from adjoining properties and streets. 6. All of the conditions of the CUP are continuing conditions. Failure of the applicant and/or operator to comply with any or all of said conditions at any time shall result in the revocation of the permit granted to use the property. DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES (714) 387-4677 7. Refuse disposal service shall be provided by a Department of Environmental Health Services (DEHS) approved and permitted waste hauler. Refuse shall be picked up a minimum of once per week. PRIOR TO ISSUANCE OF BUILDING PERMITS, THE FOLLOWING CONDITIONS SHALL BE MET: DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES (714) 387-4677 8. Water purveyor shall be Fontana Water Company. Submit evidence of service to Building and Safety at time of Land` Use Compliance Review (LUCR). 9. Sewage disposal shall be by City of Fontana. Submit evidence of service to Building and Safety at time of`LUCR submittal.- Applicant shall procure a verification letter from the sewering agency with jurisdiction. Said letter shall state whether or not sewer connection and service can be made. available to -the proposed project by the sewering agency.r 10. Refuse storage areas shall meet DEHS guidelines. Submit detail to Building and Safety at time of LUCR review. *11. -Verification of application for sign registration and plot plan approval by DEHS must be submitted prior to the issuance /� of a building permit for the installation, wiring, remodeling or reconstruction of any freestanding sign or portion thereof which requires a building permit. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) V ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 3 of 11 FIRE AGENCY (714) 823-2681 12. The above -referenced project is protected by the San Bernardino County Fire Agency. Prior to construction � occurring on any parcel, the owner shall contact the fire Ifni 1 department for verification of current fire protection f/'�� development requirements. 13. Water systems designed to meet the required fire flow of this development shall be approved by the Fire Agency having jurisdiction. The developer shall furnish the Fire Department with two copies of the water system improvement plan for approval and a letter from the water purveyor stating the availability of the required fire flow prior to recordation. Water systems shall be operational and approved or bonded for prior to recordation. Prior to any above grade construction occurring, water for fire protection shall be operational and approved by. the Fire Agency having jurisdiction. The required fire flow shall be determined by appropriate calculations, using the 1974 edition of the Insurance Services Office (ISO) "Guide for the Determination of Required Fire Flow". In areas without water -serving utilities, the fire protection water system shall be based on NFPA Pamphlet 1231 and 1988 Uniform Fire Code (UFC), County Ordinance 3381. NOTE: Include Fire Agency File Number CV90-1276 on all correspondence. *14. Automatic property protection fire sprinkler system required. This system shall comply with NFPA Standard No. 13 and Fire Agency Standard No. 110. The applicant shall submit to the Fire Agency's fire protection engineering consultant (Gage - Babcock & Associates, 11552 South Street, Cerritos, Ca 90701; Telephone 213/402-0300) detailed plans showing type of storage and use and applicable system required. Consultant fee for plan review shall be paid directly to the consultant and shall include two field inspections. 15. Applicable Fire Protection Standards are: The required fire flow is 2,500 GPM at 20 PSI residual pressure. The total number of fire hydrants required are: On -site: 2 Off -site: 1 F.H. Markers: 1 * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 4 of 11 The applicant shall submit an underground water plan indicating fire hydrant(s) and pavement marker(s) at the following location(s): Per approved water l_ CALIFORNIA DEPARTMENT OF TRANSPORTATI N (CALTRANS)/ DEVELOPMENT REVIEW SECTION (714) 383-46 *16. Vehicular access to the State Highway shall be limited to one standard commercial driveway, not to exceed 40 foot maximum width. *17. Applicant shall submit road improvement plans within the State Highway right-of-way to the Department of Transportation for review and approval prior to building permits. *18. Applicant shall submit grading and drainage plans to the Department of Transportation for review and approval prior to building permits. *19. Access point(s) to the State Highway shall be developed in a manner that will provide sight distance for 50 m.p.h. along the State Highway. cwrt71�' *20.<:iiigh-t--of-way dedications o meet the Citv's Master Plan sfi f1-13-e provi o altrans. (A cop o-f—dedication to the City for street purposes is acceptable). LAND DEVELOPMENT/ROADS SECTION (714) 387-4040 *21. All road requirements and improvements shall be deferred to the California Department of Transportation. LAND DEVELOPMENT/DRAINAGE SECTION (714) 387-4040 *22. The site is located within the San Sevaine Creek Drainage Fee Area and under Ordinance #3358. A fee of $4,405.00 per acre will be required to be paid prior to issuance of any permit. *23. A hydrology/hydraulic study shall be submitted showing downstream impact. The study shall be acceptable to San Bernardino County Land Development Division/Drainage Section. PLANNING DEPARTMENT (714) 387-4165 24. Applicant shall submit an LUCR application, with the appropriate fees, to the Public Information Counter, for verification of conditions prior to the issuance of building * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 5 of 11 permits. Said application shall include three (3) blueprint copies of the approved site plan. *25. MTh icant sha provide four (4) copies o landscape nd irrigation plans Planning Director review -ppr al. lEY-hall show the tree type and size and location of all planting material. In addition, the following shall be included on the landscape plan: A. The following note shall be included: "All planting is to be completed prior to the issuance of occupancy permit(s) or final inspection". B. The location of all signs shall be delineated, and a detailed elevation included. If no signs are proposed at this time, a note indicating such shall be included. C. The location of all trash enclosures shall be delineated. Provide trash enclosure within 200 feet of building pad. Trash enclosure cannot be located between building and street. D. Automatic irrigation systems of a water -conserving nature, such as drip or bubbler types, are required. E. Landscaping materials shall be drought tolerant and low maintenance. (Landscaping shall consist of no more that 50% turf). F. Any existing trees to remain on site shall be shown. G. Frontage landscaping shall include mounded turf and shrub planter areas as parking screen and entry area. (Landscaping shall be low and forgiving so as not to block sight distances to or from the State Highway). H. All walls, fences, type of material(s) to be used and heights shall be shown. I. Drought tolerant trees and shrubs shall be planted around the perimeter of the site to act as screening for adjacent property owners. J. All planter areas shall be protected from vehicular and pedestrian encroachment. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 6 of 11 *26. The applicant shall have a licensed landscape architect or certified tree specialist inspect the existing on -site tree(s) for health and maintenance requirements. The landscape plan is to be signed by the tree inspector. A note shall be included on the plan stating the health of the trees to remain and their watering and maintenance needs. If any tree(s) are to be removed due to health, age or disease, they are to be indicated on the plan and replaced with appropriate alternative(s). 27. Prior,to issuance of building permits, the developer shall provide certification from the appropriate school district as required by California Government Code Section 53080(b) that any fee, charge, dedication or other form of requirement levied by the governing board of the district pursuant to Government Code Section 53080(a) has been satisfied. ✓ *28. Prior to obtaining grading or.construc ion permits. the (applicant shall execute and_record dicrirrevocable agreement of annexation to the City of Fontana ✓ *29. Prior to obtaining gradi.- o applicant shall provide = plan t a sewer line along Footh' :o extensions. (Alletter of approval �� Public Works Department will be that this condition has been met) uction ermits the d extend hire of Fontana's verification3 pro -ev_ .i ontag from the City acceptable as �--� V *30. The protect proponent 0.all aay as fair share cost of f ,za.fic signal up rades e ermined by City of Fontana to mitigate traffic impacts crea ee by the project in the 'amount of $31,000.00. Mitigation costs shall be paid d to the City of Fontana when sewer connection fees are paid. !� -'/ *31. The project proponent shall pay a fair share of the" -Foothill. J poulevard median per City of Fontana Engineering Departmen re i�nt '�5 *32. This development may require annexatio ntan�,'s Landscape_Maa,intenance Distric The City of FontanVs. Public Works Department shall be contacted prior to construction to confirm this requirement. *33. The project proponent shall agree to allow access easements on the subject rope y to ad-iacent lando_wnerstshould,the C �y of Fontana require such in an effort to combine access drives and reduce the total number of access points._on to 'the roadway(s) system_ * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 7 of 11 SUBJECT PROPERTY SHALL NOT BE OCCUPIED AND/OR USED FOR PURPOSES APPLIED FOR UNTIL THE FOLLOWING CONDITIONS HAVE BEEN MET: DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES (DEHS) (714) 387-4677 *34. Applicant may be required to apply for one or more of the following: a Hazardous Materials Handler Permit, Underground Storage Tank Permit, and/or Hazardous Waste Generator Permit. For information, call Hazardous Materials Field Services at (714) 387-3080. *35. An Infectious Waste Generator Permit may be required. Contact the Hazardous Materials Field Services Section at (714) 387-3080. 36. There shall be a minimum of 1 weekly refuse pick-up / �► V. service(s). *37. Verification of application for sign registration and plot plan approval by DEHS must be submitted prior to issuance of a building permit for the installation, wiring, remodeling or reconstruction of any freestanding sign or portion thereof which requires a building permit. *38. Plans for food establishments shall be reviewed and approved by DEHS. For information, call DEHS/Plan Check at (714) 387-4608. *39. A Special Use Permit may be required to monitor the operation to insure the protection of the public's health, safety and welfare. *40. Prior to occupancy, a "Business Plan" as defined in Chapter 6.95 of the Health and Safety Code, detailing the plan for emergency release or threatened release of hazardous materials and wastes, may be required. Obtain clearance from DEHS/Hazardous Materials section. For information, call Emergency Response/Enforcement at (714) 387-3044. FIRE AGENCY (714) 823-2681 41. All new construction shall comply with applicable sections of the 1988 UFC, (Ordinance #3055), Development Code, Community Plans, and any other statutes, ordinances, rules and regulations regarding fires and fire prevention adopted by the State of California. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) • • ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 8 of 11 42. The street address shall be posted with a minimum of four (4) inch numbers visible from the street during the hours of darkness; they shall be internally electrically illuminated. Posted numbers shall contrast with their background and be legible from the street prior to occupancy. Where building setbacks exceed 200 feet from roadway, additional contrasting four (4) inch numbers shall be displayed at property access entrance. 43. Fire hydrants shall be 6" diameter with a minimum one 4" and one 2 1/2" connection. The hydrant type shall be approved by the Fire Agency. All fire hydrant spacing shall be 300 feet. *44. There shall be, positioned at each entrance of the complex, an illuminated diagrammatic representation of the complex which shows the location of the viewer, the unit designations within the complex and the locations of the fire hydrants. The developer shall submit a drawing detail to the Fire Agency for approval. *45. An automatic Life Safety Fire Sprinkler System is required. This system shall meet the Standards of NFPA 13D and Fire Agency Standard No. 126. The developer shall submit detail plans and hydraulic calculations to the Fire Agency for approval unless otherwise approved by the Chief. Minimum water supply shall be a one inch meter. Obstructions such as ceiling fixtures that interfere with sprinkler head operation shall not be permitted. NOTE: ALL CORRESPONDENCE SHALL INCLUDE FIRE AGENCY FILE NUMBER (CV90-1276) AND ASSESSOR PARCEL NUMBER. *46. Automatic Fire Alarm System required per Fire Agency Standards. The developer shall submit detailed plans to the consultants (i.e. Sprinkler Review Services, 242 S. Orange Ave., Suite 104, Brea, CA 92721; Tel. 714/255-0990) showing de sign esign criteria, system components, signaling devices and functions. *47. Automatic Smoke Removal System required. The developer shall submit detailed plans to the Fire Agency consultants (i.e. Sprinkler Review Services, 242 S. Orange Ave., Suite 104, Brea, CA 92721; Tel. 714/255-0990) showing the design criteria, system components and engineering calculations, which certify six air exchanges per hour. This system shall comply with Section 81.107 of the 1988 edition of the UFC. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) • ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 9 of 11 *48. Automatic Smoke Vents required (fusible link type). Roof vents and venting ratios as well as draft curtains shall be in accordance with Section 81.107 of the 1988 edition of the UFC. 49. "No Parking Fire Lane" signs shall be installed in interior access drives at locations designated by the Fire Agency. Curbs at the required locations shall be painted red. Sign shall be in accordance with Fire Agency Standard No. 121. 50. Hand portable fire extinguishers are required. The location, type and cabinet design shall be approved by the Fire Agency. Extinguishers shall be installed prior to the release of occupancy. *51. All venting for cooking or heating appliances shall vent to the outside. *52. Automatic Hood and Duct Fire Extinguishing System required. Applicant shall submit detailed plans to the Fire Agency for approval. CALIFORNIA DEPARTMENT OF TRANSPORTATION/ 'DEVELOPMENT REVIEW SECTION (714) 383-4671 *53. Right-of-way dedication to provide 60 feet half -width on the . State Highway. „- — *54. Street improvements to provide 48 feet half -width on the —j State Highway. *55. Curb and gutters shall be built to State Standard A2-8 along the State Highway. *56. Radius curb returns shall be 35 feet at intersections with the State Highway. A standard wheelchair ramp must be provided in the returns. *57. Adequate off-street parking, which does not require backing onto the State Highway, shall be provided. *58. Parking lot shall be developed in a manner that will not cause any vehicular movement conflicts, including parking stall entrance and exit, within 25 feet of the entrance from Foothill Boulevard. *59. Handicap parking shall not be developed in the busy driveway entrance area. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) • ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 10 of 11 *60. Care shall be taken when developing this property to preserve and perpetuate the existing drainage pattern of the State Highway. Particular consideration should be given to cumulative increases of storm runoff to insure that a highway drainage problem is not created. PLANNING DEPARTMENT (714) 387-4165 61. All access drives, loading and parking areas shall be surfaced with a minimum of two (2) inches road -mixed surfacing; County Road Specification #38. 62. All access drives shall be a minimum of 24 feet wide t facilitate two-way traffic. 63. All parking and loading stalls shall be clearly striped and permanently maintained with double or hairpin lines on the surface of the facility, with the two lines being located an equal nine (9) inches on either side of the stall sidelines; arrows painted on paving shall indicate the direction of traffic flow. 64. All full-size parking spaces shall be a minimum of nine (9) feet in width and 19 feet in length. Compact car parking spaces shall be a minimum of 7 1/2 feet wide and 15 feet deep, grouped together and designated for compact parking either individually or for each group of spaces. *65. All landscaping and irrigation shown on the approved landscape and irrigation plans, and any required fences/gates shall be installed. Tree inspection shall also be completed. 66. Utility lines shall be placed underground in accordance with the requirements of the County ordinance. 67. The County is in the process of developing and implementing development impact fees for various infrastructure and capital facilities need generated by new development. These fees will provide for various capital facilities including, but not limited to: roads, libraries, museums, parks (local and regional), open space, flood control, drainage, water, sewer, courts, jails, other law enforcement, and geographic mapping database development. This project shall be subject to all such development impact fees which are in effect prior to the issuance of final development permits. The exact timing and applicability of the fees will be determined by the ordinance or other action which establishes the fee. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) N • ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 11 of 11 *68. The United States Postal Service requests that the final map (or the approved landscape plans) shall show easements or other mapped provisions for the placement of centralized mail delivery units. Specific locations for such units shall be to the satisfaction of the Postal Service and the City of Fontana's Public Works Department. *69. Six (6) foot combination screen and masonry wall around perimeter of site shall be completed. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) ART PIZZO CUP/90-0075/W144-81 FINDINGS: CONDITIONAL USE PERMIT 1. The proposed project will not have a significant effect on the environment. 2. The site for the proposed use is adequate in size and shape to accommodate the proposed use and all setbacks, walls and fences, parking areas, loading areas, landscaping, and other features pertaining to the application, because there is adequate area to accommodate the proposed buildings and all required parking, setbacks, and landscaping. 3. The site for the proposed use has adequate access, meaning that the site design incorporates street and highway limitations, because direct access will be from Foothill Boulevard which is designated as a State Highway. 4. The proposed use will not have a substantial adverse effect on abutting property or the permitted use thereof, meaning that the use will not generate excessive noise, vibration, traffic of other disturbances, because the project is adequately buffered from adjacent properties through the walls and landscaping, and because the project design mitigates traffic and circulations impacts. 5. The proposed use is consistent with the goals, policies, standards and maps of the General Plan and any applicable community plan or specific plan, because the proposed use is consistent with the General Commercial Land Use Designation and Improvement Level I requirements. 6. The lawful conditions stated in the approval are deemed necessary to protect the public health, safety and general welfare, because they ensure compliance with zoning requirements and the requirements of County departments with regard to access, circulation, fire protection and compatibility with surrounding land uses. 7. The design of the site has considered the potential for the use of solar energy systems and passive or natural heating and cooling opportunities, because there are no obstructions to solar energy reaching the buildings and there is sufficient space available to add these features. M F ENGINEERING 136 1/2 S.Glendora Ave., Ste 2 West Covina, CA 91790 Tel (818)919-5061 June 26, 1991 A. SEWER COST ESTIMATE: (Dwg. No. C-5) (Cup/90-0075/W144-81) 1. Core cut connection 1 EA @ $1000 $ 1000.00 2. Concrete encasement 15 LF @ $35/LF - $ 525.00 3. 8" Sewer under Foothill 139 LF @ $65/LF - $ 9035.00 4. 8" Sewer along Foothill 330 LF @ $60/LF - $19800.00 5. Sewer Manhole (Std. 112) 2 EA @ $2000/ea - $ 4000.00 6. Sewer Plug 2 EA @ $50/EA - $ 100.00 TOTAL - $33460.00 PLAN CHECK CALCULATION: (per Fontana City Schedule) a. $575 + $33460 x .04 - $ 1913.40 ✓ FILE : 21 ° ° } t°D(3V0 ENGINEERING SERVICES CITY OF FONTANA DATE •J 4.1L"T I 19 RECEIVED FROM "1Z2 6203 ADDRESS I�~% -1*/)+h.i17 ki we I-1 L-IP.fT � may, F7"�'.,I 1�1k'7��1 , DOLLARS $ "�� 3 Ou / 0,?/3 Pc Lys "4 PLEASE PAY CASHIERa' �$' /015 go OFFICE HOW PAID Cash Check f Money Order Prepared By Cashier • • RFNEL DE SILVR ?<RSS. TEL:818-918-2414 Rug 14,91 14:55 No.002 P.01 ARNEL B. DE SILVA AND ASSOCIATES IATES CONSULTING ENGINEERS 16329 DUBESOR STREET, LA PUENTE, CALIFORNIA 91744 TEL. (818) 917-9410 FAX (818) 918-2414 August 14, 1991 City of Fontana Public Works Division; RE: Burguhdy minter Fotitana Dear Sirs: THE FOLLOWING ARE THE PROPOSED UTILITY SEWER SERVICE INFORMATIONS ON THE ABOVE MENTIONED PROJECT: BUILDING # 1 9. FIXTURE UNIT (FU ) BUILDING #2 9.FU BUILDING #3 108 FU SHOULD YOU REQUIRE FURTHER INFoRMATIoN, PLEASE CALL US. SINCERELY ARNEL B. DES$LJ PRINCIPAL ABDS/gds 13 1 � Fcn , 0449 .40 ex,1. GaK11Jat2o^' - boo & , 41) , 40, Za . 8¢ = 317. G13 1 wD . 1. 5u x Fu x , 0444 = . 4o sc., 4 x 2n,.4,4- r 13.10 G 6'tiuf'D tgoS - T22- .4 l pgj 4 .0444 = 4.5 su. alEr.noto - (,00 4, = 2 0,130 4.5o4- GF3 W1> _-----'ter • FOR OFFICE USE ONLY: Sewe! Fees for: f30a404410"'t 66krE- 4i4E55- i n-1-‘II i,Lvc� 1. Service Lateral Existing in To be installed in R`r perEt- 2. Sewer Connection Permit Fee ($25 per permit) 3. Sewer Connection Charge $600 x C-(- Service Unit (Residential = 1 S U) Z o.a1- 4. Sewer deposit, 4 x S.(o Service Unit x $80/mo. Cost $ 0 $ $ ZS , $ 3134.P° $ y4co.e2 o Sewer service unit assignment formula for commercial and industrial. See City Code Section 26-43 for criteria. TOTAL SEWER CHARGES $ -5 85- I. S Z REMARKS: / ( J /.S /N 777 COcrn/TY WMAaelodel rt> Mon(TWr earr /`r ./ 20_e4 Cre era 4 otil Z(t - 44 DC , PUBLIC WORICS DEPARTMENT: eeictti DATE: 0 )11 NOTES: 1. Allow 72 hours for review and research. 2. If out -of -city, connection permit is required. Follow requirements of Resolution No. 82-117. iNn.1Sto► i PeG 1 o 10,►OS I3 ,151- SZ DPI 4.17 Cot' Gr akIEMOLI l 30SI. gz. 111,S '11[ 0n.1) e• F. fi I sl • � AZ�i Pizzo - FourA.N,4 G'✓T1' , /TA N .4 57, SIT o z 'cATz w -3f- c 7D,EiS z4f SL H ca=• d e&.9 r'G4N • Fz'A4/C/ S MC41l7 i t � t . yam` 44A71 4,gF .11,44C/7 V•94Vc6- ,50 --,cr 1Avsg,n4 Ew.16'&• CYOi1=70561G �y--c/r e AN, 7 s6z 4 vcy /7a7.45 _ e;WI.ai 'e wwr, J4 ,' 4,VN/NG GE77 ' OF .41, 1► , ,,Oeva /7 /rcio 01400,41 • / 1 6-d©G.4A s. SaliAart art/ ff'.40V.4 L ,' 'AFF'G S'aNAG5 Giw.P. avie. /.e 5,4 , • FED O,�xrIz�4/,4Y ft'/O777/ 149 7W w.4 Y ioal_ da/4 2T Aces ".G ,e6 1 'or/ cry (aD44iirse ga447 4T,N • xiAwnr lb #44'.'/e ove,,e.E ,yr¢ W-eer S7=11 if/A- .r/e~/zrz, To Co. i s s- r NAY ,e a, 96 A/I/76)44770/1 //41V L.N. 0` * / .4.44/O6riges A ' GYNG Ft9ie /) ;iR `F65) 7Z43510 0 c9 VPir78 •• 7 - seE .4.41o5rr ~vs _ r.4N4_7v �� - 1. Address of Property to be 2. Property Owner: /Ae-'1— Property Own eer's Address' city. L.. JzEi .JGE Phone Numbers 3. Project Descriptions Goh-tr'm7gte-4.04- G1 Connected. (Sec. 26-26) T7ta.vtGGopr-pa.e.c T 'Za25 1 1L-/z'• States C Zips 4. APNs 5. City Requirements a) There will be a connection charge for sewer hook-up. b) There will be a sewer lateral charge if it was Installed c) There will be a monthly billing after connection. APPLICANT'S AFFIDAVIT I/we have familiarized myself/ourselves with the requi with respect to preparing and Tiling this application and statements and answers herein contained are in all respects the best of my/our knowledge and belief. (Sec. 26-36) SIGNATURE OF PERMITTEEi DATE: TYPE/PRINT NAME' t-7 -77 by thatts tl true an the City. of the City he foregoing d correct to TRANSMISSION REPORT THIS DOCUMENT (REDUCED SAMPLE ABOVE) WAS SENT ** COUNT ** # 5 *** SEND *** NO REMOTE STATION I.D. START TIME DURATION #PAGES COMMENT 1 7144675710 8-27-91 10:20 2'52" 5 TOTAL 0:02'52" 5 XEROX TELECOPIER 7021 -:r CITY OF FONTANA APPLICATION FOR SEVER CONNECTION PERMIT (Sec. 26-26) 1. Address of Property to be Connected: 1\405 F'oT41I f 2. Property Owner: i 1-"(ZZo (%-VcLoTMENT- Property Owner's Address: 2O2 4-2 1l( PLN/D• City: LP \6c State: CP Zip: 411/SID Phone Number: 3. Project Description: Go411-alE2UAC- SITE - �l�c2e`s NDon11 I — GouNr- Agee 4. APN: 5. City Requirements a) There will be a connection charge for sewer hook-up. b) There will be a sewer lateral charge if it was installed by the City. c) There will be a monthly billing after connection. APPLICANT'S AFFIDAVIT I/we have familiarized myself/ourselves with the requirements of the City with respect to preparing and filing this application and that the foregoing statements and answers herein contained are in all respects true and correct to the best of my/our knowledge and belief. (Sec. 26-38) SIGNATURE OF PERMITTEE: TYPE/PRINT NAME: i DATE: • TO: ENGINEERING P.C.* SUBMITAL 0: FROM: BUILDING & SAFETY DIVISION DATE: , 1990 SUBJECT: FIXTURE COUNT *****************************. (rev. 4-23-90) * TOTAL FIXTURE COUNT': I(o ,* ************************************************************ *** FIXTURE FIXTURE UNIT WATER CLOSETt • 4 LAV. t 1 7.D. 1 URINAL 1 1 sx gtcaE 111 t SERVICE SIN11 3 FLOOR SINE 1 1 1 WASH FOUN. 1 1 3 DRINK FOUN. t 1 1 NOP CURB t 1 3 DISH WASH. 1 1 3 SHOWER 1 1 2 BIDET t 12 BATHTUB t 1 2 . GREASE I IT. 1 1 3 . OTHER 1 1 IZ u • c rr'r 12•( Fu x ,°tog leM CITY OF FONTANA III PUBLIC WORKS DEPARTMENT 8353 Sierra Avenue Fontana, CA 92335 TO: Reese Construction 633-A West State Street Ontario, CA 91762 ATTN: Mr. Reese Gentlemen: We are sending you: IXI Attached the following item: 411 LETTER OF TRANSMITTAL File: 14485 Foothill Boulevard Date: September 18. 1991 RE: Commercial Shopping Center. Road Easement I I Under separate cover via 1 1 Drawings I I Prints I I Plans I I Samples 1 1 Specifications I I Copy of Letter I I Change Order IXI Check Print(s) I I Studies I Other: COPIES DATE NO. DESCRIPTION 1 9/18/91 Check prints for Road Easement Deed. 1 Sample Easement Deed Format Purpose: For your information/records. For approval I I Approved as submitted For your use I I Approved as noted As requested IXI Returned for corrections For review & comment I I Other For bid due: , 19 Please: I I Submit original IXI Resubmit 2 copies for approval. I I Submit copies for distribution I I Return corrected prints I I Other Prints returned after loaned to: Remarks: The submitted easement deed was unacceptable for plan check review. Please see the attached standard format and address all comments as shown on the attached correction set. Also. please note that Article 5 of the Professional Land Surveyor's Act requires the placement of the licensee's stamp or seal on the easement document. If you have any questions or concerns. please contact Ricardo Sandoval at (714) 350-6655. Copy to: G. Martinez Signed:C� (u Title: 'Ass iate En 'neer Recording Requested B•ity of Fontana • When Recorded Mail To: City of Fontana P. 0. Box 518 Fontana, CA 92334 Attn: Engineering Division APN ?. 3c . p S/ . oG Address /4¢5/ PoorN/LL v/'. Building Permit 51N E4ieni C� Q 1tf r1 et Y (Grantors) 4ec-W/,fIEoe /07. 9/ • G02o3 • /o/ Q 0/ EASEMENT DEED r (" „� '• P/ZZO, Raj' ,/ G PGA5/5 , PRANX 1n/ZZ0 FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, does hereby grant to the CITY OF FONTANA, a Municipal Corporation, an easement for street, highway and public utility purposes over, under, and upon the real property in the City of Fontana, County of San Bernardino, State of California, described as follows: Documentary Tax Due: $ None By: Said described parcels are as shown on 'Exhibit ATM, sheet 3 of 3 (PI •mac 7"/ON 44 407- /4(Gv , 2/02 F rr4w4 4fiiew /e9fr. - T�AGT / �l9P .N K 3/ /' //. /S' 54N /5 4/fia liV0 coa/vT j' 0►4Al/,t/ls ,f- 77/E Nog l/ WE'T ‘vpdSj CIF 54/2 174<eeG LOGO e/J 4r -.EN7' ,eL/NE OF PiroTN/GL /3Gv 7, 'vT//Efizy 6o. 00 FE- /1/ oo' o { ' pp ''E 77/EM E s'Asrele.ty 3 3o. /if, FEET /1/ err ' 00,e 77/EA/CE No.2Tf/Eie0- d,0. OD fiE-F•T N O0 e 0i 1 oo 'Ye' %O s• 4.NTEAL/NE of Ap j-N/LL ,e4 vo , TENc6 NE'BTE, zy ' 0. /0 FEET // e e 2¢ / pp "E Tb PO/NT yo,,z- ,Eri /NN/NG a GE/VTE,ez/NE 0 Fo'T,/,///G f3G re. , ii( .;.?....;:.-, 1 . ) , ,/,_. .. ,. SHEET 1 of 3 ' ` 1. '' O` E.G� 0 �,y tl•��t(0 Dated this /a ell day o (J." L�r._� F� 6-2J ES( - ACKNOWLEDGEMENT OF GRANTOR: STATE OF CALIFORNIA ) ss. COUNTY OF SAN BERNARDINO ) Onrs /a, /79/ before me, the undegned, a Notary Public in and for said Count and State' p$fi� nal1y a pe red ' 1)tA gaoco . (ht. ' A personably known to me or prove me on the basis of satisfactoty evidence) to be the peMWA Whose name_ is/are subscribed to the within instr ent, and acknoWledged to me that executed it. L� otary S gnature By: OFFICIAL SEAL Lula Marty Aukerman UC • MY P • CAUFO4N1A IAN MNMADOMO COUNTY Ilp Corm LOPS ft. it 11.4 This is to certify that the interest in real property conveyed by the deed or grant, dated from to the CiEy of Fontana, California, a Municipal Corporation, is hereby accepted by the undersigned officer pursuant to authority conferred by resolution of the City Council adopted on h and the grantee consents to the recordation thereof by its duly authorized officer. CITY OF FONTANA gobert iieddTe City Engineer City Parcel No. SHEET 2 of 3 RtCORDIr , REQUESTED BY N.... Shoot AddrN, City L Stole N.m. SIr.N Writs City It St.,. W a 6 MAP BOOK i1J.G3J1.1I3 WClllllll:dUUll 1`IUl1IUCl: Archimede G. Pizzo AND WHIN RECORDED MAIL TO • (-Archimede G. Pizzo c/o Hahn & Hahn 301E. Colorado Blvd, #900 Pasadena, CA 91101 LAttn: Wm. S. Johnstone, Jrj MAIL TAX TTATIMINTI TO FArchimede G. Pizzo 183 Kenworthy Drive Pasadena, CA 91105 L aD884U • 90=496412 RECORDED IN ') FICIAL RECORDS 1990 DEC 17 FM 4: 14 i N BERNARDINO CO., CALIF. M IS NE FOR RECORDER'S USE Grant Deed THIS FORM FURNISHED SY TRUSTORS SECURITY SERVICE 181819 The undersigned Grantor (s) declare ) lift p alt of perjurt that thejollowin rue and correct Documentary transfer tax is — torso me Grantor Trust are the Grantees. ( ) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( ) City of r and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Archimede G. Pizzo, Trustee under Declaration of Trust dated October 5, 1983, wherein Archimede G. Pizzo and Luigia A. Pizzo are Trustors hereby GRANT(S) to Archimede G. wife, as their community property, an undivided two-thirds interest in and to the following described real property in the County of San Bernardino Pizzo and Luigia A. P.J.?.5o, husband and_.. , State of California: Lot 146, Tract No. 210 Fontana Arrow Route Tract, in the County of San Bernardino, State of California, as per plat recorded in Book 31 of Maps, Pages 11, 12, 13, 14 and 15, Records of said County, more particularly known as 14451 Foothill Boulevard, Fontana, CA 92335. Excepting therefrom that portion of property herein described lying within Foothill Boulevard Dated ��/�- , /° Kke,ctL, ARCHIMEDE G. PI , Trustee State of California County of Lot? Angol s On this the day of /-��'t� • 199-Q.. before me, MLR VA" L. (.6 the undersigned Notary Public, personally appeared Recording Requested By City of Fontana When Recorded Mail Tot City of Fontana P,❑,Box 518 Fontana, CA 92334 Attn' Engineering Division APN 230 - 051.06 ADDRESS1 14451 FOOTHILL BOULEVARD FONTANA CA. 92335 BUILDING PERMIT! Documentary Tax Duel $ NONE Bye ERSEMENT DEED (GRANTORS) ARCHIMEDE G. PIZZO, ROBERT J DE BLASIS, FRANK B PIZZ❑ FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged Do hereby grant to the CITY OF FONTANA, a Municipal Corporation, an easement for street, highway and public utility purposes over, under and upon the real property In the City of Fontana, County of San Bernardino, State of California, J VIA THE NORTH 10 FEET OF LOT 146 TRACT NO, 2102 FONTAN'A ARROW ROUTE TRACT, IN THE COUNTY OF SAN BERNARDIN❑, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK ■ MAPS PAGES 11, 12, 13, 14, AND 15 RECORDS OF SAID COUNTY, KNOWN AS EVARD, FONTANA CA, 92335 DESCRIPTION PREPARED UNDER THE SUPERV , I❑N ❑F' DATE Said described parcels are as shown on 'Exhibit A', sheet 3 of 3 (Y•Vi SHEET 1 OF 3 J Dated this /a &%J day of �,____ , 1991 Ptit-guick r--2.1-(7e7(7( ACKNOWLEDGEMENT OF GRANTOR: STATE OF CALIFORNIA - ) ss. COUNTY OF SAN BERNARDINO ) On '99 ' /1 before me, the. undersigned, a Notary Public in and for said..Count and State, personally appeared JO. 1i{ att nown k me-on the basis of satisfactory evidence) to:be the person whose name_ is/are subscribed to the within instrujmuent, and acknowledged to me that T au executed it. -741,4i/ Q AJNO7, /P - Notary Signature person y to ma or pro veeo orricum SEAL Lula Marko Aukerman MY MAW• CALIFORNIA SAN SINNAROINO COUNTY m. NV COflE*/UK Not. it1994 By: This is to certify that the interest in real property conveyed by the deed or grant. dated from to the City of Fontana, California, a Municipal Corporation, is hereby accepted by the undersigned officer pursuant to authority conferred by resolution of the City Council adopted on ; and the grantee consents to the recordation thereof by its duly authorized officer. CITY OF FONTANA Robert Weddle City Engineer City Parcel No. SHEET 2 of 3 ¢� Fce7'N/L4 eLV/J• Ex/sr/NG 4V v 'NE 32o.q R�,eT/O/V UST/MATE tor /P ".‘‘‘;. o/c47 y1 Z/NE Lod- /16 330, /0 \' I/ /// ALE 111= Ia 114 74AcrNo 2/02, fai7,441 ARAM AWIE r' i NNE arivrY ac 54N DERNAR/a'NO, ✓ 4m.Off' C4L/Fo, N/A , A5 PER PLArREce/we'� /N i12 3/ OF A f4 , E5 //, /2, /3, /¢ .9 o /5' ,2Ecoeo5 AA/n CceiNT, &A/OWN 45 /1 . _ ' 7/-// L / 1//E 1/4W 'ONAVNA c,4. 92335 QROF SS/i,` saIcYri/ c� ''� ;TOMBO NO EIIP ' Exi-// /% aQ # iii,E•r ,3 aF 3 c/ T Y Of FoNTANA, GAUfORNlA DEED PL4T APPP VEO l'AR EL A/0. 4P. N. 0,10/•06 MINN By�� v Recording Requested By City of Fontana When Recorded Mail Toy City of Fontana P. 0, Box 518 Fontana, CA 92334 Attrn Engineering Division APN 230 - 051,06 ADDRESS! 14451 FOOTHILL BOULEVARD FONTANA CA. 92335 BUILDING PERMIT, Documentary Tax Duel $ NONE By' EASEMENT DEED (GRANTORS) ARCHIMEDE G, PIZZO, ROBERT J DE BLASIS, FRANK B PIZZO FOR A VALUABLE C❑NSIDERATION, receipt of which, is hereby acknowledged Do hereby grant to the CITY OF FONTANA, a Municipal Corporation, an easement for street, highway and public utility purposes over, under and upon the real property in the City of Fontana, County of San Bernardino, State of Californin, THE NORTH 10 FEET OF LOT 146 TRACT NO. 2102, FONTANA ARROW ROUTE TRACT, IN. THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK _ MAPS PAGES 11, 12, 13, 14, AND 15 RECORDS OF SAID COUNTY, KNOWN AS EVARD, FONTANA CA, 92335 DESCRIPTION PREPARED UNDER THE SUPERVI❑N OF! Said described parcels are as shown on 'Exhibit A', sheet 3 of 3 SHEET 1 OF 3 Dated this geh day of (J 1991 Cht-e14rak ACKNOWLEDGEMENT OF GRANTOR: STATE OF CALIFORNIA ) ss. COUNTY OF SAN BERNARDINO ) On "' /79/ before me, the undersigned, a Notary Public in and for said Count and State, personally a�rli . ch . - tag ��!° ' personally known to me or prove�o me on the basis of satisfactory evidence) to be the person whose name is/are subscribed to the within instrument, and acknowledged to me that executed it. Notary Signature By: orrICIAL ssaw Lula Mats• Aukerman • MY MINX- CAUFOIINIA SAN StNMAOINO COUNTY NV Owe. EXAM N.. 1S. I $4 This is to certify that the interest in real property conveyed by the deed or grant dated from to the City. of Fontana, California, a Municipal Corporation, is hereby accepted by the undersigned officer pursuant to authority conferred by resolution of the City Council adopted on ; and the grantee consents to the recordation thereof by its duly authorized officer. CITY OF FONTANA Robert Weddle City Engineer City Parcel No. SHEET 2 of 3 poori- /LL /stV°. Ex/67Na /�l�v 1/NE McT/ow OLT/MATE tor /17 " rrj j/I O, /O -aoyc.,4rEV '51Y L/NE z 7* /16 330,10 / 320.9fi !or/ TxT Nv 2/02; FaIANq AR/1W AWE T. T, NNE e2 I7Y ac 5A1V OERNARaii/O, 57Ne OF 1.4L/Fo, V/A , 45 PER PZArR�c:VV /N 604 3/ ac ApAS, E5 /4 /2, /3, /¢ ANO /5' fScoeo5 & 6A/D caINTY. KNO/NN 45 /1 . ��pi/Lt. .'ULE 1/A,w TONTANA c4 . 2335 exi,,,e it 'A # 5NE,ET .3 of 3 c/ T Y of FoNTANA, GAG/FDRNl.9 DEED PLAT 4PP,ovE, : PoCEL /IUD. 4P. N. 2905/•06 pP9WN By�� PAY TO THE ORDER OF FOR aSanwa Bank WEST COVINA OFFICE California WEST SOUTH OLENDORA AVE WEST COVINA, CA 91790 000L28010 1: L 2 20 3 28 L 71: 020604L65010 ART G. PIZZO 183 KENWORTHY DR. 213-681-5011 PASADENA, CA 91105 19�r DOLLARS 1280 16-3281/1220 J FINAL MAP No of Lots (over co1 $1200.0b + (I O $4°.00 PARCEL MAP (1-5 PARCELS) $ 650 . $40 PER PARCEL; EACH PARCEL OVER 5$ 700 + S40 PER PARCEL r CITY OF FONTANA PLAN CHECK FEE CALCULATION FORM Work Ordar Job Name Dots Entered Rev 'sod Oats Final Map Fes F oo.1- .rc t' *2.0 .nal A-o Vt/ 4.Le.t r 1 l IMPROVEMENT PLANS Constr Cost Est Ad) Fos Percent I let, (012S I Ial; 67g I( Lis ;otos Plus And 7E Total RM and IP Fos Total IP Fss PLAN CHECK FEES (IMPROVEMENT PLANS) FOR EACH INDIVIDUAL MAP NUMBER Construction Cost (Est.) 0 - $50,000 $675 + 4% of aonatrudlon costs $50,001 -$150,000 0 + 3.75% cost over $50,000 150.001 - 250,000 $5.325 + 3.5% cost orsr % $150.000 250.001 500.000 SQ.776 • 3% cost over $250.000 500,001 -1,000,000 $16,960 + 2.5% cost over $500,000 1.000,001 - Up 5o0 + 2% cost over $1.000.000 PLAN CHECK FEES (SURDIVISION i PARCEL MAPS) FOR EACH INDIVIDUAL MAP NUMBER FINAL SUBDIVISION MAP TRACT MAPS (1.10 LOTS) . $ 1200.00 EACH LOT OVER 10, AN ADORION L$40 PARCEL MAP (1.5EPARCELS) CCH P LAR ELOOVER 5$700 * PARCEL; 40 PARCEL CITY OF FONTAN ENGINEERING GEPAR1IFFIT COST ESTIMATE **EXHIBIT "A"** DEVELOPER PROJECT NAME: ENGINEER TRACT MAP NO. PHONE NO. PARCEL MAP NO. DATE STREET IMPROVEMENTS ITEM QUANTITY UNIT UNIT COST AMOUNT 6"CURB & GUTTER 0 - 250 L.F. L.F. 251 L.F. - 500 L.F. 8.50 501 L.F. - 1000 L.F. L.F. 8.00 L.F. 7. 1001 L.F. - UP 00 L 8" CURB & GUTTER 0 - 250 L.F.L.F. 9.00 251 L.F. 500 L.F. 330 L.. 9.00 501 L.F. - 1000 L.F. 8.50 2, goS� 1001 L.F. - UP L.F. 8.00 L.F. 7.50 8" THICK CROSS GUTTERS.F.SF4.50 4" SIDEWALK 0 - 240 S.F. S.F. 2.50 241 S.F. - 480 S.F. 481 S.F. S.F. 2.25 UP / (95o S.F. 200 WHEEL CHAIR RAMP EA 300.00 DRIVE WAY APPROACHES ASPHALT CONC. DIKES 12)a S.F. 2.50 5C)"' FOG SEAL L.F. 6.00 / o sl d S.F. IMPORTED EMBANKMENT .03 -` _° PREPARATION OF SUBGRADE 8251� S.F S.F 4.50 *A.C.(OVER 1300 TONS) .15 /,257i= TON 30.00 *A.C.(900 TO 1300 TONS) TON 35.00 A.C.(500 TO 900 TONS) TON 45.00 *A.C.(UNDER 500 TONS)- TON 50.00 /d,aro'-; **A.C.OVERLAY (1" MIN. THICKNESS) S.F. .55 PCC CURB ONLY (MEDIAN) L.F.F. 6.50 ADJUST SEWER MANHOLE TO GRADE300.00 ADJUST SEWER CLEAN OUT TO GRADE EA 215.00 ADJUST WATER VALVES TO GRADE EA 150.00 BARRICADES (STD 118) L.F. 15.00 2 X 4 REDWOOD HEADER L.F. 2.75 *REMOVAL OF A.C. PAVEMENT S.F. .66 **REMOVAL OF P.C.C. CURB L.F. 3.60 *REMOVAL OF A.C. BERM L.F. 1.00 RETAINING WALL H•2 1/2 FT. OR LESS L.F. 13.50 BLOCK WALL H•6 FT. L.F. 20.00 AGGREGATE BASE TON 9.00 GUARD POSTS GUARD PANEL (WOOD) L.F. 25.00 SAWCUT 25.00 REFLECTORS AND POSTS 330 L.F. .0 g 2s STREET SIGNS EA 805.000 EA 80.00 SHEET 1 * A.C. ASPHALTIC CONCRETE ** P.C.C. PORTLAND CONCRETE CEMENT STREET IMPROVEMENT SUBTOTAL 3° STORM DRAIN IMPROVEMENTS ITEM *18"RCP 1800 D *18"RCP 2000 D *24"RCP 1600 0 *24"RCP 1800 D *30"RCP *36"RCP *48"RCP *54"RCP *60"RCP CATCH BASIN/CURB INLET: W■7 W.10 1414 1421 JUNCTION STRUCTURE TRAFFIC TYPE JUNCTION STRUCTURE DISCHARGE STRUCTURE MANHOLES LOCAL DEPRESSION GRATE INLET STRUCTURE QUANTITY STORM DRAIN SANITARY SEWER IMPROVEMENTS MANHOLES 60" DIA MANHOLES 48" DIA DROP MAN HOLES WYES CLEANOUTS REMODELING OF EXISTING MANHOLE; ** ** ** ** ** 4"VCP 8"VCP 10"VCP 12"VCP 15"VCP UNIT L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. PPPPPPPPPP IMPROVEMENT EA EA EA EA EA EA LF LF LF LF .LF SHEET 2 UNIT COST AMOUNT 45.00 50.00. 50.00 55.00 77.00 92.00 108.00 123.00 138.00 3,200.00 3,750.00 4,250.00 5,200.00 3,200.00 2,808.00 2,100.00 2,000.00. 1,021.00 2,100.00 SUBTOTAL 2,500.00 2,000.00 2,500.00 50.00 600.00 800.00 13.25 17.00 20.00 24.00 30.00 SANITARY SEWER IMPROVEMENT SUBTOTAL TRAFFIC SIGNALS/ SIGNS/ STRIPING TRAFFIC SIGNAL (COMPLETE) PAINT TRAFFIC STRIPE(1 COAT) PAINT TRAFFIC STRIPE(2 COAT) PEDESTRIAN CROSSWALK STRIPING PAVEMENT MARKER (NON -REFLECTIVE) PAVEMENT MARKER(REFLECTIVE) REFLECTORS AND POSTS STREET SIGNS 3G,0 EA/LS 100K,125K,150K L.F. .40 L.F. .22 L.F. .25 EA 1.59 EA 3.34 EA 85.00 EA 80.00 TRAFFIC SIGNAL/ SIGNS/ STRIPING SUBTOTAL * REINFORCED CONCRETE PIPE **VITRIFIED CLAY PIPE SHEET 3 CENTER LINE MEDIAN IMPROVEMENTS MEDIAN ISLAND IMPROVEMENTS BASED ON A MODEL OF 330 LINEAL FT 14' WIDE. DESCRIPTION QUANTITY UNIT PRICE COST SUB TOTAL PLANTING 36" BOXED PALM TREES 15 GALLON TREES 5 GALLON SHRUBS GROUND COVER (SQ.FT.) HYDROSEEDED TURF (SQ.FT.) 8 500.00 4,000.00 8 60.00 480.00 34 8.00 272.00 2570 .20 514.00 5200 .06 312.00 IRRIGATION 5-SYSTEMS (5-VALVES) 5 600.00 3,000.00 IMPROVEMENT NECESSARY ASPHALT DEMOLITION SQ. FT. SOIL PREPARATION & FINE GRADING SQ.FT..7,534 8" P.C.C. CURB (LINEAR FT.) 660 MAINTENANCE (90 DAYS) 7 534 5_,21t110 3.000.00 .66 4,972.44 .35 2,636.90 • 8.50 5,610.00 3,000.00 16.219.34 TOTAL 24.797.34 FOR A SAMPLE CALCULATION BASED ON A 14° WIDE MEDIAN IMPROVEMENT INCLUDING THE ABOVE ITEMS, 1/2 OF FAIR SHARE CONTRIBUTION AT $40.00 L.F. NOTE : THE UNIT COSTS SHOWN ABOVE D0 NOT INCLUDE ITEMS NECESSARY FOR STREET IMPROVEMENTS SUCH AS: CONSTRUCTION TRAFFIC CONTROL STREET SIGNS METAL BEAN GUARD RAILING (WOOD POST) SURVEY.MONUMENTS REPLACEMENT OF EXISTING SURVEY MONUMENTS REMOVAL OF EXISTING OUTDATED SIGNALS/SIGNS ETC. POWER POLE REMOVALS ASPHALT CONC. DITCH SHEET 4 STREET IMPROVEMENT SUBTOTAL STORM DRAIN IMPROVEMENTS SUBTOTAL SANITARY SEWER IMPROVEMENTS SUBTOTAL TRAFFIC SIGNAL/SIGNS/STRIPING SUBTOTAL CENTER LINE MEDIAN SUBTOTAL TOTAL OFF -SITE CONSTRUCTION PERMIT (RES 89-194) MINIMUM INSPECTION FEE $50 00 ESTIMATED CONSTRUCTION COST/PERMIT COST 0 TO $25,000 - $40 + 5% OF CONSTR. COST 25,001 TO 50,000 - COST OVER 25,001 x 4.5% + 1,290.00 $50,001 TO $75,000 - COST OVER 50,001 x 4.0% + 2,415.00 $75,001 TO $100,000 - COST OVER 75,001 x 3.5% + 3,415.00 $100,001 & UP - COST OVER 100,001 x 3.0% + 4,290.00 PERMIT COST - THE ABOVE ITEMIZED UNIT COST ARE REAL FOR THE LAST QUARTER OF 1989. THE SURVEY TAKEN COMBINED BOTH PRIVATE INDUSTRY SUBDIVISION IMPROVEMENTS AND GOVERNMENT PROJECTS BIDDED THROUGH THE DAILY REPORT NEWS LETTER FOR SAN BERNARDINO, RIVERSIDE & LOS ANGELES COUNTIES. SUB TOTAL FOR BONDING PURPOSES ADD 35% AS CONTINGENCY COST IN SUBDIVISION PROJECTS SUB TOTAL STREET LIGHTS • ' WATER IMPROVEMENTS GRAND TOTAL USE FOR BONDING PURPOSES CALCULATED BY :CHECKED BY :DATE FILE 010' 1( a9D0 ENGINEERING SERVICES C TY OF FONTANA DATE ( .7 2-4 ',9� I Trait2RECEIVED FROM-� - -� �-' j% _ ADDRESS QC.�' 1- GI�I Y �I�- . I .�3� A rA Cfi t 1 o � E /Lb\(i),(€r. (il_: (T`r fi kr- DOLLARS $ 46- -r �-n..I.tLL V.v( . tA) 61-tc'2 ( 1 . re FDQ-- THANK �,/-t-L YOU i r?&.: i /t-l;D oNler eNTs 6T 41s S '-- T? NLT 2 -tn.A.1_4.,. 1 FONTANA Cl TY HALL I By Fo,,.,.r.:, Calif PLEASE PAY CASHIER'(�c �� OFFICE 6382 HOW PAID Cash J Check Money Order Prepared By Cashier REESE CONSTRUCTION 7144675 710 P. 01 F'Ark X TRANSMIT'TAI- 633-A West State Street, Ontario CA 91762 FAX J (714)467-5710 Phone 4 (714) 467-5705 DATE /0'. 25"- if 7 / Gy:0 V r r-;mar- GAT; rrvg'.� Ax .Nc.9rak,_( 7/1 ) T . 360• 4-4, " FiEtCoM ifzut. s't.? f2 S sTja7Ec-r V1:2 GE✓t� F �c.6 zap► co qrs i S ;w€a PM4' Nam• / 4 7O r./oze ,r,, 7 /.E-/#7,4'4. y7— ,4's (;4451wad4523" /0r ) ` • `; " ,.."/747/t8t7A1GItrfAl.$ la .evc `''s� mow• rc. rzj # OF I'AGES 2NCL.UDIt THIS Ptte,GE IF YOU REQUIRE RETRARSHISSIOU OR HAVE ANT QUESTIONS PLEASE CALL (714)467-5705 REESE CONSTRUCTION • 7144675710 P.02 /0' :G 6 -7/ i • ! ,. i i; ,AJVA/vx,A r/av hos . r_..eV , rPiQDU4D MVO 'rr?D f9 4r,rr , ; 4Aft7 /6 .422.41.0 ''' rC' c /r1 As4V 4eZ S/e-tc,0T2,.4'Ls AWE, ,/LG , 2. ©/g 6/./i ' 20 T- /c'l222 • //1le�.UL/G.�f/7 Mkef-fv:rCsx sw r. /t/6' xy' 14/#0,9 c,a) .4 x/4r? eiW/,t/ r Si,>PP .atop' ,:;Z.4V 77-44r 77/ rive, c> O F4YVO 7Ae" . 6.a6M1//.>F.l� 1/4e PL4Av0' At3,4e 77#,49v.42,r , rvv / e4CG'S:45r,4 ..E F ..4Y.efaVr e?r IV/Z4 ,j�ou f'z ,Y ✓,Y mar 4042' is coe,e.ecr rz, 047e.; /F NOT et24F.Reer Pe,64 Ar/F> ,414targitrr.. Ly. /,7 4i ,/vi 7 .OBE iczeo' ' A, 7 / ►,"s % il-, yr .4wso ergo—if,vc /s/ AA/� y.rsa7vr a .�,a�„A,- Pea e a�., z4-ra' r�* .447-,irv,4 P..444'4c,' Aar etearamav4e.. I . ; 11/,4 .dg TkA' ell, as.F4vrAN.4 ltfu Aler/fy __ r-+i,(/ s v,te,wie ;11 Ci 4V7 '' M4WAcc,wNr r r. .vr - 4,40 Poe eer/~ ),0 1/z-iv (2.i a,g) .e4t'rMgvr- 3g5° N..4'e1tJ j AP .. s.9,4/ ,3 ,•4.ecy vo c'4 • 9a¢/3. 0/eo , eiirmOtie4, e ae ver.xe 5r4// - c a zcra,v - 24•v/v, - 4L/ E . /as44 A 4A1w.vd mom' / 57471We r.40r' 7 '';x� 7-/M44 Asse-.14-2ea " /5 eheglite,1 .0Y ; 77/' corrvey /11,10/A/4 AN/ s4 rr4 N/ rf v ,'u4 r ,w/Lw,o p +N/TS Ret4e 4: r ef/aytr 44" 4•Avoy /r e, 7//5 �v/Go/NN P4I/6S 11/4vg A"dta:0 .eW.° e.09. cor,,arY 4vc' fib' iv,41r/NC /qt-/rY Agemeoptele. gonnemeN. 1 r gizsoe7b /Sfj) /G 71/ior/E P417444/7 2' PZeof E Al-fgc ara/At '�' Ns+l".cr as .V4 v Tom€' ' 4 A#7W4.i�1c.r¢ �s�; 4444vGe"7- p .€Y /w2 Gze.WTY Naoittee w•rivA/ ;I! rbehtht Yov pas< Yove 4s0/rwe . 4464.6YIr649Lek 24/r42'/o, co . 9/ice Awe. 7/0 • f67 57e FAtX 7/¢ 4 o7 Galie CENTER LINE MEDIAN IMPROVEMENTS SHEET 3A MEDIAN ISLAND IMPROVEMENTS BASED ON A MODEL OF 330 LINEAL FT 14' WIDE DESCRIPTION FULL EMBEDDED ROCK MEDIAN (SQ. FT.) QUANTITY UNIT PRICE SUB TOTAL 4,290 $6.00 $25,740.00 IMPROVEMENT NECESSARY ASPHALT DEMOLITION (SQ. FT.) SOIL PREPARATION & FINE GRADING (SQ. FT.) 8" P.C.C. CURB (LINEAR FT.) MAINTENANCE (90 DAYS) QUANTITY 4,620 4,290 660 4,620 UNIT PRICE $0.66 $0.35 $8.50 $0.15 SUB -TOTAL TOTAL COST $ 3,049.20 $ 1,501.50 $ 5,610.00 $ 693.00 $10.853.70 $36,593.70 FOR A SAMPLE CALCULATION BASED ON A 14' WIDE MEDIAN IMPROVEMENT INCLUDING THE ABOVE ITEMS, 1/2 OF FAIR SHARE CONTRIBUTION AT $56.00 L.F. NOTE: THE UNIT COSTS SHOWN ABOVE DO NOT INCLUDE ITEMS NECESSARY FOR STREET IMPROVEMENTS SUCH AS: CONSTRUCTION TRAFFIC CONTROL STREET SIGNS METAL BEAM GUARD RAILING (WOOD POST) SURVEY MONUMENTS REPLACEMENT OF EXISTING SURVEY MONUMENTS REMOVAL OF EXISTING OUTDATED SIGNALS/SIGNS ETC. POWER POLE REMOVALS ASPHALT CONC. DITCH SHEET 3A CENTER LINE MEDIAN IMPROVEMENTS MEDIAN ISLAND IMPROVEMENTS BASED ON A MODEL OF 330 LINEAL FT 14' WIDE DESCRIPTION FULL EMBEDDED ROCK MEDIAN (SQ. FT.) QUANTITY UNIT PRICE SUB TOTAL 4,290 $6.00 $25,740.00 IMPROVEMENT NECESSARY ASPHALT DEMOLITION (SQ. FT.) SOIL PREPARATION & FINE GRADING (SQ. FT.) 8" P.C.C. CURB (LINEAR FT.) MAINTENANCE (90 DAYS) QUANTITY UNIT PRICE COST 4,620 $0.66 $ 3,049.20 4,290 $0.35 $ 1,501.50 660 $8.50 $ 5,610.00 4,620 $0.15 $ 693.00 SUB -TOTAL $10.853.70 TOTAL $36,593.70 FOR A SAMPLE CALCULATION BASED ON A 14' WIDE MEDIAN IMPROVEMENT INCLUDING THE ABOVE ITEMS, 1/2 OF FAIR SHARE CONTRIBUTION AT $56.00 L.F. NOTE: THE UNIT COSTS SHOWN ABOVE DO NOT INCLUDE ITEMS NECESSARY FOR STREET IMPROVEMENTS SUCH AS: CONSTRUCTION TRAFFIC CONTROL STREET SIGNS METAL BEAM GUARD RAILING (WOOD POST) SURVEY MONUMENTS REPLACEMENT OF EXISTING SURVEY MONUMENTS REMOVAL OF EXISTING OUTDATED SIGNALS/SIGNS ETC. POWER POLE REMOVALS ASPHALT CONC. DITCH a U WEAK OUT le-S "-Ye � p,,e,c,�f i 1 t AMPAD .e xfid EFFICIENCY, 64 J sly-�A/4 a. 4 - 4,/- 23-021 CARSONLESU rig[ t !/ f Gies .ram. :t 7C a 4174 6361 ?.; 7IA 4 .a.,-(4 eal/ Recording Requested City of Fontana When Recorded Mail To: City of Fontana P. 0. Box 518 Fontana, CA 92334 Attn: Engineering Division APN Address Building Permit Documentary Tax Due: $ None By: EASEMENT DEED (Grantors) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, does hereby grant to the CITY OF FONTANA, a Municipal Corporation, an easement for street, highway and public utility purposes over, under, and upon the real property in the City of Fontana, County of San Bernardino, State of California, described as follows: Said described parcels are as shown on "Exhibit A", sheet 3 of 3 SHEET 1 of 3 Dated this day of , 1991 ACKNOWLEDGEMENT OF GRANTOR: STATE OF CALIFORNIA ) ) ss. COUNTY OF SAN BERNARDINO ) On before me, the undersigned, a Notary Public in and for said County and State, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name_ is/are subscribed to the within instrument, and acknowledged to me that executed it. Notary Signature By: This is to certify that the interest in real property conveyed by the deed or grant dated from to the City of Fontana, California, a Municipal Corporation, is hereby accepted by the undersigned officer pursuant to authority conferred by resolution of the City Council adopted on ; and the grantee consents to the recordation thereof by its duly authorized officer. CITY OF FONTANA Robert Weddle City Engineer City Parcel No. SHEET 2 of 3 CITY OF FONTANA CALIFORNIA MEMORANDUM TO: EDGAR I CASASOLA ASSOCIATE ENGINEER FROM: HARRY CHILDRESS ASSOCIATE ENGINEER/TRAFFIC SUBJECT: TRAFFIC SECTION REVIEW OF BURGUNDY CENTER ON FOOTHILL BLVD./WEST OF CHERRY DATE: OCTOBER 28, 1991 ***************************************************************** This memo is a follow up to the memo received, dated October 28, 1991, regarding the transmittal of the subject plans. Hand carried by Clyde Sweet. TRAFFIC\BURGNDY.REV CITY OF FONTANA CALIFORNIA MEMORANDUM TO: HARRY CHILDRESS ASSOCIATE ENGINEER FROM: EDGAR I CASASOLA :;, � ASSOCIATE ENGINEER RE: PLAN CHECKING OF BURGUNDY CENTER; SOUTH SIDE OF $OOTHILL BLVD.; NEST OF CHERRY DATE: OCTOBER 28, 1991 This memo is a follow up to the striping plans that were transmitted to Traffic Plan Checking for the subject project/ Clyde Sweet hand carried the plans. EIC:bb cc: Clyde Sweet, Jr. CITY OF FONTANA LETTER OF TRANSMITTAL COMMUNITY DEVELOPMENT PUBLIC WORKS DEPARTMENT 8353 SIERRA AVENUE FONTANA, CALIF. 92335 TO: JFF ENGINEERING 136 1/2 S. GLENDORA AVE. Suite 2 WEST COVINA CA. 91790 818-919-5161 ATTN. MANUEL A. TOMBO RE: BURGUNDY CENTER FONTANA DATE: 11 l 4 91 Gentlemen, We are sending you: ['Attached ['Under separate cover via the FOLLOWING 0 Drawings 0 Prints ,0+ Plans Samples %C heck of letter ❑Change order Check prints Studies ❑Specifications ❑Other COPIES DATE NO. DESCRIPTION 1 11-4 3 Prints of Burgundy Signing, Striping and St. Imps. Purpose: For your information/records ['For 'Approval Approved as submitted Resubmit_copies .for approval For your use Approved as noted As requested PReturned for corrections °For review & comment REMARKS PteLc faA-c p ti) Please: Submit original Resubmit copies for approval ❑Submit copies for distribution Return 3 corrected prints Other ; ' Oo p Q Q -e pa_; �1� • �(4'1 14 4e V' • r -..> /.rloY cE'/tllf - Fol/T,44/ .Je/v ' . /77o so*/ ,,2,47/No ccx'&, a4/7%T.__ /nY _ N Gl7. Of' /V7 A/A..�_.� kWat/NCiEP /4 70 ece,41 /V //V as A c/,c'C 77d TT ' ,.Y.4iV ens .9E p, 7I/6�;li FR/orb � v ; 1.4 X 5.E,v7 17 ✓rya 4 IIo177/44,1�.. fidgo r i,44/4 errIN N QNG.' 05592 caviv&iroa 70 errY A :..4) wdr ge4 ./.szeer r_ c e. . r 4NA/ XA rmA/ $ ,eotr OE : /-6L,' ',t ...; arty -- EK7&W ' 4 eel/ 4fN47 41,coNa ovori//LI4 10GL'D. s _Jame -.. 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FeEs 7 /3 /7/ • Y , T/AI / -3 //- /o • y/ 6. 7. 4• f' .✓,0A/R/A7- /if/ (COL VEf �I.: 7-// /ivC . 0,47a- ) c/TY TO: c4 - Ti22 6 ._._rO1414e 41/0. /ta// Tf /N 7711/111G. (9,475 ) 6746W Z: a.C.i',) - 4-44 4/7-e 4onatr0i � _ %.flier- /1641P=. PAlv,, : aiS��S/EG 1NVooP/p a. T/ti/1N .! (i) 3 400 �'0 E01/l� �i/4I J�,,' 00 Q .�./a,: 0 f 9 . -. p L SS G S : owea a 'F 7/7 ' Gv. 4111' �oMeA cv S. 4NY 007i Pl4 ' #fide ieroii ovez7 PeAVAI/NG _ ,, ,, 8 /99 / isOr #4,,PRryt3 '\5, g. co, l3DYG,v -. 5.0A77 a, /0 /17/ /-?/9c ::: ,f4 • CITY OF FONTANA CALIFORNIA MEMORANDUM TO:FILE FOLDER ASSMIATE ENGINEER FROM: EDGAR I. pASASOAP' RE: 14485 FOOTHILL BLVD. COUN1 Y AREA SEWER SERVICES PENDING ITEMS PRIOR TO CONSTRUCTION PERMIT ISSUANCE DATE: NOVEMBER 13, 1991 1. Copy of the recorded Irrevocable Agreement to Annex to the City must be submitted. 2. Payment of their fair share cost of traffic signal upgrades $31,000.00. 3. Payment of their fair share of the Foothill Blvd. Median at $40.00 LF x 330 = $13,200.00. 4. Compliance to the rest of the Conditions of Approval per letter dated September 17, 1990 sent to Environmental Public Works Agency of San Bernardino County, copy attached. 5. City Planning Division clearance. 6. Additional 10' to make 60' right-of-way on Foothill Blvd. street easement and 6' additional irrevocable offer for street rifht-of-way dedication to the City of Fontana to include back-up information to properly plan check. 7. Striping improvement plan to address plan check comment, plans must be stamped and signed by a Registered Traffic Engineer/Civil Engineer. 8. Street improvement plans to address plan check comments plans must be stamped and signed by a Registered Civil Engineer. 9. Sewer improvement plans have been plan checked by the City and upon the submittal of the original mylar, they may be recommended for City Engineer's approval. 10. Submit all improvement plans including the Easement Deed as a package to be recommended for City Engineer's approval. 11. Sewer hook-up and construction permit will not be issued by the City, unless all the above items and proper securities are posted with the City for the work to be done within the public right-of-way. EIC/cye cc: B. Weekley, Planning Division • • .a_tr Ce_Jb /slf !ge) 9/00 „CyC I. (#C) • .1 6417:f61 gt°_147:4173/3_011C/r:e# Se) cv04,1411 cot— (4 afrv+- 1B, cr.) - s-hrtz4-1 (2-10- ) cert-a 1-.)6,61-5 4-6 be p5D-I-ext ca-Q Yi•O A—csi:e AgzelaL 314- am • sati,t12 » �/ �\ \j Gsw* - Foi/TAN4 /, 70..." S4V 6 4 /NOC-ekc/ ar--:_/t//77/. 4-7 ,)' ,(43s. pat-1) u;N6-�-r RPS . a. �lfi2C',27 •o/yiureemi.4/li9rL/G uttadi oo ria/41 //t// TO PeAfff//J/ / C4 ... 77/icU 7 4/4(4 5 v,4.4-3/" :. . 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Dee eta DSpT5a, 0 r0or4t/c ,~74 CO. 4irs/ OA Moe. 4:217467200e; Nor -13e674rele541 AP.,,,ZEV5A'457 F:. 1),,J c-744cru,40 r\ 6 Recv--s-r- oN,ocp---t--Lotu Wd9 XPP/goVe722 Or 0.0. awnri" P‘dityWiNa -.40,94) /99 / P44lt/ ligee APPArit'..6 49k ,9Y40- 540.ply Ilaa /o /77 1 • City of Fontana CALIFORNIA September 17, 1990 Environmental Public Works Agency Land Management Department Office of Planning, West Valley Team 385 N. Arrowhead Avenue, San Bernardino, Ca. 92415-0180 Re: Proposed commercial center on east side of Foothill Boulevard within City of Fontana's Sphere of Influence. The City of Fontana's Design Advisory Board has reviewed the above mentioned project submitted by Art Pizzo of 2025 Foothill Boulevard, La Verne, Ca. 91750, Ph: (714) 593-3820. The Board has found this project to be consistent with the City of Fontana's General Plan and in compliance with City.,,_ standards for development of commercial projects. Staff therefore recommends approval of this project subject to the following conditions: Prior to obtaining grading or construction permits the applicant shall execute and record an irrevocable agreement of annexation to the City of Fontana. Prior to obtaining grading or construction permits the applicant shall provide a plan to sewer property and extend a sewer line along Foothill Boulevard frontage for future extensions. The project proponent shall pay a fair share cost of future traffic signal upgrades determined by staff to be necessary to mitigate traffic impacts created by the project in the amount $31,000.00. Mitigation costs shall be paid to the City of Fontana when sewer connection fees are paid. The project proponent shall pay a fair share of the Foothill Boulevard median per City of Fontana Engineering Dept. requirements. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA, CALIFORNIA 92334-0518 • (714) 350-7800 SISTER CITY — KAMLOOPS, B.C. CANADA • 5. The one-way drive aisles at the project entry shall be twenty feet each way. 6. The project proponent shall agree to allow access easements on the subject property to adjacent landowners should the City of Fontana require such in an effort to combine access drives and reduce the total number of access point on to the roadways system. 7•_ Trash enclosures shall be relocated to facilitate future access points. 8. The subject map shall indicate dedication of 60 feet of half street right-of-way and location of curb at 48 feet from centerline of street. 9. A hydrology/hydraulic study shall be submitted showing downstream impact. The study shall be acceptable to San Bernardino County Land Management Department. 10. This development may require annexation into Landscape Maintenance District #1. The Public Works Department shall be contacted prior to construction to confirm this requirement. :`,.11. Landscape maintenance bondingis required year. for one 12. The developer shall retain trees #6 and #8 on site. 13. Boundary landscaping shall include mounding turf and shrub planter areas as parking screen and entry area. 14. Planters under cars shall be relocated to the face of building as foundation planters. We appreciate the opportunity to review County projects within the City's sphere. If you have any questions, or I can be of further assistance please contact me a 350-7626. Sincerely, ecluct Catherine Edwards Associate Planner cc Jim Richardson, Deputy Director of Community Development Kurt Anderson, Planning Manager Charles LaClaire, Deputy Planning Manager Chema Ude, Senior Planner Paul Balbach, Principal Planner I c'e3.— \0457A 0-t)im 6-En ,t/6- oyv Ane.6,4,110c,1)- 7-A, jt.- 1 / AI v f -6.7 ,C•70. 0.6A ,. .4 ! if , . .- Co - CW/UPJ� (erg) 3-72 ? 04-- ea/ 33e. - G--- Ocitrit.4_A 6s, - _re) II r."2(_ 21(Lott P-A,LoCrix, - --A14-3rif,p.v ( r - 1 ‘.0,91.----0&' t L5 -- / ffF 6.---A-etria- — ' 56 - % 17 ,r1-1sze-__` -0/ a i r s <.ri3,96, - coy 1,r ` on tel 3 S D- 7 ‘/ y ay G, SSW ' j? &Ail-11 - 3sd — 6600 7a1/ L‹... cIC/ f( -51ti - 7 6 i 9 k c AI s`7 r ,r,`Trr1}- (- '3 S-a r- 6 6 5-7 CITY OF FONTANA ENGINEERING DEPARTMENT COST ESTIMATE **EXHIBIT "A"** DEVELOPER ART PJ 6'' ENGINEER ,� 7z �Itrp// eRJN6 PHONE NO. (j10 9t f -5f 41 STREET IMPROVEMENTS ITEM 6"CURB & GUTTER 0 251 L.F. 501 L.F. 1001 L.F. 8' CURB & GUTTER 0 251 L.F. 501 L.F. 1001 L.F. 8' THICK CROSS GUTTER 4' SIDEWALK 0 - 240 S.F. 241 S.F. - 480 S.F. 481 S.F. - UP WHEEL CHAIR RAMP DRIVE WAY APPROACHES ASPHALT CONC. DIKES FOG SEAL IMPORTED EMBANKMENT PREPARATION OF SUBGRADE *A.C.(OVER 1300 TONS) *A.C.(900 TO 1300 TONS) *A.C.(500 TO 900 TONS) *A.C.(UNDER 500 TONS) *A.C.OVERLAY (1' MIN. THICKNESS) **PCC CURB ONLY (MEDIAN) ADJUST SEWER MANHOLE TO GRADE ADJUST SEWER CLEAN OUT TO GRADE ADJUST WATER VALVES TO GRADE BARRICADES (STD 118) 2 X 4 REDWOOD HEADER *REMOVAL OF'A.C. PAVEMENT **REMOVAL OF P.C.C. CURB *REMOVAL OF A.C. BERN RETAINING WALL H.2 1/2 FT. BLOCK WALL H•6 FT. AGGREGATE BASE GUARD POSTS GUARD PANEL (WOOD) SAWCUT REFLECTORS AND POSTS STREET SIGNS - 250 L.F. - 500 L.F. - 1000 L.F. - UP - 250 L.F. - 500 L.F. - 1000 L.F. - UP SHEET 1 PROJECT NAME: j3URniAmy C Wf tp/i TRACT MAP NO. LOT / 10 rR # an O PARCEL MAP NO. DATE MIDI/ /4 / / f `/% QUANTITY UNIT L.F. L.F. L.F. L.F. L.F. D L.F. L.F. L.F. S.F. S.F. S.F. S.F. EA 3 LO S.F. L.F. 1O f5 O S.F. C.Y. TAME: S.F TON TON TON .2,O( TON S.F. L.F. Eh ER EA L.F. L.F. S.F. L.F. L.F. OR LESS L.F. L.F. TON. ER L.F. 7-=:*ki!. EA STREET IMPROYEM * A.C. ASPHALTIC CONCRETE ** P.C.C. PORTLAND CONCRETE CEMENT UNIT COST AMOUNT 8.50 8.00 7.50 7.00 9.00 8.50 8.00 7.50 4.50 2.50 2.25 2.00- 300.00 2.50 6.03 '316, it) 4. 5 I soR. 7s 30.00 __ 35.00 45.00 50.00 10, 325, Oo .55 6.50 300.00 215.00 150.00 15.00 2.75 .66 3.60 1.00 13.50 20.00 9.00 40.00 25.00 2.50 85.00 80.00 0 .da STORM DRAIN IMPROVEMENTS ITEM *18"RCP 1800 D *18"RCP 2000 D *24"RCP 1600 D *24"RCP 1800 0 *30"RCP *36"RCP *48"RCP *54"RCP *60"RCP CATCH BASIN/CURB INLET: W■7 W■10 W■14 W■21 JUNCTION STRUCTURE TRAFFIC TYPE JUNCTION STRUCTURE DISCHARGE STRUCTURE MANHOLES LOCAL DEPRESSION GRATE INLET STRUCTURE SANITARY SEWER IMPROVEMENTS MANHOLES 60' DIA' MANHOLES 48" DIA . DROP MAN HOLES WYES CLEANOUTS REMODELING OF EXISTING MANHOLE; EA ** 4"VCP LF 8"VCP 330 LF 10"VCP 13Q LF 32'VCP olitX CI.tr Wag.: ; r,� LF VCPCO1IC•:,ENG4S ' tai r ' 1 LF QUANTITY STORM DRAIN UNIT L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. Pr):: SHEET 2 UNIT COST AMOUNT 45.00 50.00 50.00 55.00 77.00 92.00 108.00 123.00 138.00 3,200.00 3,750.00 4,250.00 5,200.00 3,200.00 2,808.00 2,100.00 2,000.00. 1,021.00 2,100.00 IMPROVEMENT SUBTOTAL EA EA EA EA EA ** ** ** ** 2,500.00 2,000.00 2,500.00 50.00 600.00 800.00 13.25 17.00 20.00 'Woo- 2AA 3E7, 30:0® SANITARY SEWER IMPROVEMENT SUBTOTAL TRAFFIC SIGNALS/ SIGNS/ STRIPING TRAFFIC SIGNAL (COMPLETE) PAINT TRAFFIC STRIPE(1 COAT)4�� PAINT TRAFFIC STRIPER -COAT) e PEDESTRIAN CROSSWALK STRIPING PAVEMENT MARKER (NON -REFLECTIVE) PAVEMENT MARKER(REFLECTIVE) REFLECTORS AND POSTS STREET SIGNS EA EA EA ____ EA TRAFFIC SIGNAL/ SIGNS/ STRIPING SUBTOTAL 4 )031• 2- 12-6-040-0 7©DDEDD 25C 00 d G DO.OD * REINFORCED CONCRETE PIPE **VITRIFIED CLAY PIPE EA/LS 100K,125K,150K L.F. .40 L.F. .44.2 L.F. .25 1.59 3.34 85.00 80.00 k0. Da SHEET 3 CENTER LINE MEDIAN IMPROVEMENTS MEDIAN ISLAND IMPROVEMENTS BASED ON A MODEL OF 330 LINEAL FT 14' WIDE DESCRIPTION QUANTITY UNIT PRICE COST SUB TOTAL PLANTING 36" BOXED PALM TREES 15 GALLON TREES 5 GALLON SHRUBS GROUND COVER (SQ.FT.) HYDROSEEDED TURF (SQ.FT.) IRRIGATION 5-SYSTEMS (5-VALVES) 8 8 34 2570 5200 IMPROVEMENT NECESSARY ASPHALT DEMOLITION SQ. FT. 7,534 SOIL PREPARATION i FINE GRADING SQ.FT. 7,534 8" P.C.C. CURB (LINEAR FT.) 660 MAINTENANCE (90 DAYS) 500.00 4,000.00 60.00 480.00 8.00 272.00 .20 514.00 .06 312.00 600.00 3,000.00 5.578.00 3000.00 .66 4,972.44 .35 2,636.90 8.50 5,610.00 3,000.00 16.219.34 TOTAL 24.797.34 FOR A SAMPLE CALCULATION BASED ON A 14' WIDE MEDIAN IMPROVEMENT INCLUDING THE ABOVE ITEMS, 1/2 OF FAIR SHARE CONTRIBUTION AT $40.00 L.F. NOTE : THE UNIT COSTS SHOWN ABOVE DO NOT INCLUDE ITEMS NECESSARY FOR STREET IMPROVEMENTS SUCH AS: CONSTRUCTION TRAFFIC CONTROL STREET SIGNS METAL BEAM GUARD RAILING (WOOD POST) SURVEY MONUMENTS REPLACEMENT EXISTINGEXISTING OUTDATEDESIGNALS/SIGNSY MO NUMENTS .ETC. REMOVAL OF POWER POLE REMOVALS ASPHALT CONC. DITCH SHEET 4 STREET IMPROVEMENT SUBTOTAL 2 2 n 20.ap STORM DRAIN IMPROVEMENTS SUBTOTAL SANITARY SEWER IMPROVEMENTS SUBTOTAL TRAFFIC-SIGNAL/SIGNS/STRIPING SUBTOTAL CENTER LINE MEDIAN SUBTOTAL TOTAL OFF -SITE CONSTRUCTION PERMIT (RES 89-194) MINIMUM INSPECTION FEE $50 00 ESTIMATED CONSTRUCTION COST/PERMIT COST 0 TO $25,000 - $40 + 5% OF CONSTR. COST 25,001 TO 50,000 - COST OVER 25,001 x 4.5% + 1,290.00 $50,001 TO $75,000 - COST OVER 50,001 x 4.0% + 2,415.00 `� $100,001001 T& UP - COST OVERCOST 100,0015x001 x 3.0% +.5% + 4,290.0 15.00 PERMIT COST THE ABOVE ITEMIZED UNIT COST ARE REAL FOR THE LAST QUARTER OF 1989. THE SURVEY TAKEN COMBINED BOTH PRIVATE INDUSTRY SUBDIVISION IMPROVEMENTS AND GOVERNMENT PROJECTS BIDDED THROUGH THE DAILY REPORT NEWS LETTER FOR SAN BERNARDINO, RIVERSIDE & LOS ANGELES COUNTIES. SUB TOTAL (og$ I kk. 03 FOR BONDING PURPOSES ADD 35% AS CONTINGENCY COST IN SUBDIVISION PROJECTS SUB TOTAL 124 ovt . ql STREET LIGHTS O • WATER IMPROVEMENTS GRAND TOTAL q gi eq g ' qv USE FOR BONDING PURPOSES I U Z)J 000 of CALCULATED BY M-RF :CHECKED BY IC :DATE 1,2-�2-q1 • • �^( 1991 D taqui k Information N twk (714) 275-0/71 Property Profile - SanBernardino FIRST AMERICAN TITLE INS. CO. Prepared For ' : PIZZO By : C8ERYL MESERVE Requested By : P%ZZQ 11/14/92 $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ Parcel Number `: 0230-051-06 ` $ $ ' Owner 1st : PIZZO,ARCHIMEDE G ETAL ` $ $ ?nd : PIZZO,FRANK B $ $ Site 'Address $ $ Mail Address : 183 KENWORTHY DR $ $ ' : PASADENA, CA 91105 $ $ phone Number $ Ownership Desc: TEN COMMON $ $ Legal Description : TR NO 2102 FONTANA ARROW ROUTE LOT 146 E $ if; Census Tract : Ma Page -Grid : ` $ $ $ $ Property Characteristics $ $ $ it; $ $ Use Desc : VACANT $ $ Property Type : COMMERCIAL Room Count : $ $ Lot Size --- Sqft: 2.13 A Bedrooms $ Year Built : Bathrooms : $ $ Square Feet : Garage/Carport: $ $ Pool/View : $ $ _ .Heat/Cool : $ $ $ $ $ Sale/Loan Information $ $ . ---~---~------------- $ $ Last Gale Date: 12/00/135 $ $ Amount: $ T Cost/Sq Foot : $ $ Document Num : �333311 ' $ $ ' _ _ $ $ Lender : SELLER ` $ $ Loan 1st TD : $1509000 Loan Type : CST// $ $ Addt'l TDs: $ $ ` $ $ Prev Sale Date: $ $ Amount: $ $ ` $ $ $ � AssessIII ent/Ta: Information ' $ $ $ $ Assessed Total : $2209817 Tax Amount : $27367.70 $ $ Land : $220,817 Tax Rate Area : 74025 $ $ Improvement : $ $ percent: O% - $ it, Exemption : $ $ $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ *** THE ACCURACY OF THE ABOVE INFORMATION IS *** *** DEEMED RELIABLE BUT IS NOT GUARANTEED *** ^ AS OF 0OVE00ER 14» 1991» THE FOLLOWING THREE GRANT DEEDS SHOW . CURRENT TITLE. INSTRUMENT #^s TO THE DEEDS ARE: 90-4964II,90-4964I2* 90-4964I3~ FIRST AMERICAN TITLE INSURANCE COMPANY 323 COURT STREET (P. O. BOX 6327) SAN BERNARDINO, CA 92412 (714) 889-0311 SCHEDULE A TOTAL FEE FOR TITLE SEARCH, EXAMINATION AND TITLE INSURANCE $805.00 AMOUNT OF INSURANCE: $200,000.00 POLICY NO. 853786 SG DATE OF POLICY: DECEMBER 30, 1985 AT 3:31 P.M. 1. NAME OF INSURED: ARCHIMEDE G. PIZZO AND LUIGIA A. PIZZO CARL L. VITALIE AND MARGUERITE P. VITALIE 2. THE ESTATE OR INTEREST REFERRED TO HEREIN IS AT DATE OF POLICY VESTED IN: ARCHIMEDE G. PIZZO TRUSTEE UNDER DECLARATION OF TRUST DATED OCTOBER 5, 1983 WHEREIN ARCHIMEDE G. PIZZO AND LUIGIA A. PIZZO` ARE TRUSTORS 3. THE ESTATE OR INTEREST IN THE LAND DESCRIBED IN SCHEDULE C AND WHICH IS COVERED BY THIS POLICY IS: A FEE PAGE 1 853786 1: SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 1985-86, AMOUNT $82.25 2: THE LIEN OF SUPPLEMENTAL TAXES ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE CALIFORNIA REVENUE AND TAXATION CODE. 3: RESERVATION OF RIGHTS OF WAY FOR PIPE LINES AND WATER CONDUITS OF ALL KINDS FOR THE DISTRIBUTION OF WATER; ALSO RIGHTS OF WAY OVER AND ACROSS SAID PREMISES FOR TELEPHONE, ELECTRIC LIGHT AND POWER LINES, AND THE EXCLUSIVE RIGHT TO CONSTRUCT, MAINTAIN, OPERATE AND REBUILD SUCH LINES ON ANY STREETS, ALLEYS, AVENUES AND HIGHWAYS ADJOINING SAID LAND, AS CONTAINED IN THE DEED FORM FONTANA LAND COMPANY, A CORPORATION, TO SECURITY -FIRST NATIONAL BANK OF LOS ANGELES, A NATIONAL BANKING ASSOCIATION, RECORDED. IN BOOK 805, PAGE 29, OFFICIAL RECORDS. 4: COVENANTS, CONDITIONS AND RESTRICTIONS IN DOCUMENT RECORDED IN BOOK 1860; PAGE 483, OFFICIAL RECORDS. WHICH PROVIDE, AMONG OTHER MATTERS, THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. 5: A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL PRINCIPAL SUM OF $150,000.00, RECORDED DECEMBER 30, 1985, INSTRUMENT NO. 85- 333312, OFFICIAL RECORDS. DATED: DECEMBER 26, 1985 TRUSTOR: ARCHIMEDE G. PIZZO TRUSTEE UNDER DECLARATION OF TRUST DATED OCTOBER 5, 1983 WHEREIN ARCHIMEDE G. PIZZO AND LUIGIA A. PIZZO ARE TRUSTORS TRUSTEE: SMS TRUST DEED SERVICE, A CALIFORNIA CORPORATION BENEFICIARY: CARL L. VITALIE AND MARGUERITE P. VITALIE, HUSBAND AND WIFE AS JOINT TENANTS PAGE 2 853786 SCHEDULE C THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN,BERNARDINO, AND IS DESCRIBED AS FOLLOWS: LOT 146, TRACT NO. 2102, FONTANA ARROW ROUTE TRACT, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 31 OF MAPS, PAGES 11, 12, 13, 14 AND 15, RECORDS OF SAID COUNTY. EXCEPTING THEREFROM THAT PORTION OF PROPERTY HEREIN DESCRIBED LYING WITHIN FOOTHILL BOULEVARD. SG/EJP PAGE 3 REESE CONSTRUCTION .• -• • --"...7-=:...=.--.7=•••-•?.-r•-•:7=...rn 7144675710 P.01 DATE TAD ,&•-• VAX WRANSNEXT"rAI.2 633-.A Wet State Street, Optario CA 91762 FAX # (714)467-5710 Phone # (714)467-5705 WY. 14t-ThOSMR—( -2/# ) _360 vacii.17141/9, SUELTC'T Moo PA.C3ES INCIL.T.713ING METES PAGE 2. IP YOU REQUIRE RETRANSMISSION OR RAVE ANY QUESTIONS PLEASE CALL (714)467-5705 :Cvcv ,�% r � %YPy I..0„ev G61f r� ti-01-71 0.. SAY • co I II -�1-4 III ... 1 24 • :-A Al1.A 15.E 516t*1 - �_,''Ldctt�7t�fi 41 ! obrr,.• Pron.g.e4t4G I UAV i agA I „I 1201 'OUT /201 * ANDlr1., Lµ7 T ,r6NasirtitaAl fe ATAt1PARF2 n 9 frid F-t Ld4 T%W V 14 40$40AGT fjfat' 4 r ENOEIHEE oM LETTER OF TRAHSR oTThL TO: ai TY OF riN WE ARE SENDING YOU ❑ Prints O Copy of Letter (Attached 0 Under Separate ❑ Tracings 0 Specifications ❑ Shop Drawings 0 Samples Date: r . i ; ✓ q i 7 Attention: / l Re: CUPI90 r. f�Q76"�/I'j%i'Z q"gi 8 u2&1/ALD ` erg PVi'7kH14 7 P(?2-6 1;s1-V/Wfivoilr Cover Via 0 Mail ❑ Change Orders COPIES DATE SHEET NO. DESCRIPTION I „li4/qi Olt p r7' pile PtI3 - ins; AidiogicAN nrZZ )/ i & MT P 4 i'L/& I f/ 1 6//(Y 1i 4-q 64 1 '. / 6/214-11" v gw,4./3 / l Tin l M Fop,,44A-7- 9 v , Ti r'-e- JHwlinact)d S 57- 7"Ake-T.. girl) N 0. 42402 THESE ARE TRANSMITTED as checked below ❑ For Your Use 0 Approved as Submitted 0 Resubmit — copies for Approval / l� As Requested 0 Approved as Noted 0 Submit — copies for Distribution O For Review & Comments 0 Returned for Corrections . 0 Return — corrected prints ❑ Prints returned after loan to us 0 Remarks: /l-/ -9/ COPY TO J�Ctoi CA.. Q 4 136 1/2 SOUTH GLENDORA AVE., SUITE 1, P.O. BOX SWEST COVINA, CA. 91793 TEL: (816)919-5061/4111142111 STRUCTURAL ANALYSIS • BUILDING DESIGN • LAND PLANNING • ENVIRONMENTAL • CADD SERVICES • UBDIVISIONS • SURVEYING REESE CONSTRUCTION 7144675710 P.02 41,1,0 201991 )71 PuBltioNro D�P�RnffNTA fie-b ga pN 2), C4?V ,e ,zoW(, . oe, /e/Cf-/r4,► '-r' 477Q, F Weet•2.x� i s .4 P-o1.1.421V 1/45' , e7,t ' 7 /Weer/NG r4T / r*A44 I ?2, /4 /. /3 /7 9 / W/Thy i/a/iv€ P5 ,4rv47 ow/ 771' € - 7 4M TrArJ- 4/ I/r , 'PR , 4e/r C r. c. • r 4WerAeO/ apiii iONr' rtP t./7` /5 40/r ro sx,/c'/ .' `. G'AG 7Az4ifv0 -R.A 'r �..rg4y / s,v4:* /40��.) 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Gr t �, v4 - Nov,, 2'2 /r9/ �.. / 7,A p /1a,K..z _.. • T �... •r/g•. e7 r,42/J , ' wc }yam ' U ., 4 05/07 /a T - a?ewc, y phic,fJ 711 • .4,7, r Tor 4 T 7; AMY C 8E 7Y J,i/- AftX 7 - 17 ,57/0 P.01 REESE CONSTRUCTION 7144675710 FAX TRANSM]'TTAL, 633-A West State Street, Ontario CA 91762 PAX I (714)467-5710 Phone * (714) 467-5705 DA'3r eVen', f7 /At/ /9,47A3Ri- ...,41/4/26-,R A#0 ..zYpe F'Ax mumBE (71 _ ) 3 S o • 6 lP f C1 rmstom _2, A524- st.713a EcT ri 'd/S/,O,u coistymNirs frlF o x Tv /�a�syc # OF F xc3ms INCL..t mxtsiC3 TMMS PAK3M IF YOU REQUIRE RETRANSHZSSIOH OR HAVE ANT QUESTIONS PLEASE CALL (714)467-5705 / ftc/_�v Recording Requested By City of Fontana When Recorded Mail To' City of Fontana P. 0, Box 518 Fontana, CA 92334 Attn' Engineering Division APN 230 - 051.06 ADDRESS' 14451 FOOTHILL BOULEVARD FONTANA CA. 92335 BUILDING PERMIT' Documentary Tax Duel $ NONE By' !'Z W W £ASFMLI= NT l it (GRANTORS) ARCHIMEDE G, PIZZU, ROBERT J DE BLASIS, FRANK B PIZZO FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged Do hereby irrevocably offer to dedicate to the CITY OF FONTANA, a Municipal Corporation, an easement for street, highway and public utiUty purposes, a portion of Lot 146 of Fontana Arrow Route Tract No, 2102, in the County of San Bernardino, State of Cnitfornta, as per plat recorded In Book 31 of Maps Pages 11, 12► 13, 14 and 15 records of said County, described as follows' THE NORTHERLY 6 FEET OF SAID LOT 146 OF TRACT NO. 210e, LYING SOUTHERLY OF A LINE BEARING N 89.24'00' E AND DISTANT 60 FEET FROM THE CENTERLINE OF FOOTHILL BOULEVARD. KNOWN AS 14451 F . U ULEVARD, FONTANA CA. 92335 DESCRIPTION PREPARED UNDER THE SUPSVISION OF' DATE Said described parcels are as shown on 'Exhibit A', sheet 3 of 3 SHEET 1 OF 3 t-d1thi.; '' ? • o 19. tie ACKNOWLEDGEMENT OF GRANTOR: STATE OF CALIFORNIA ) COUNTY OF SAN BERNARDINO ) On l / 159 / before me, the SS. Notary Public in and for the County of San Bernardino, State of,Califorgia p rsonally appeared .Coco , IxI personally known to me - OR - Li proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are sub- scribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument of the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Mailubaakkinlif Notary Signature or'r zciaL StAL Lula Marie Aukerman NOTARY PUBLIC . CALIFORNIA SAN BERNARDINO COUNTY My Comm. Expires Nov. 18. 1994 This is to certify that the interest in real property conveyed by the deed or grant dated 126 day oF,q))asr from. bE 131AAND PeANt. R . Fizz() to the City of Fontana; California, a Municipal Corporation, is hereby REJECTED AT THIS TIME by the undersigned officer pursuant to authority conferred by resolution of the City Council adopted on July 16, 1991; and the grantee consents to the recordation thereof by its duly authorized officer. CITY OF FONTANA By: 4/ —_ Robert W. Weddle City Engineer E'o&erf SHEET 2 of 3 City Parcel No. 2G E 3 PooTW/LL eLVO • „ Al 89 2¢ do E EX/ 7N R/`' L/NE Mer/ON !/LT/MATE tor /¢7 ///////(/%//j//I// 330. /O iris/ L/NE 330,/01 /// 1Dr its t(' 147 /i MarNo. 2/02, FA1?ANq ,44.12/V Atti%E T. T, NNE dViter ' A� 44N BERNA o/4'o, SLATE' of C4Z/Fo,W/4 , A5 PER PLArRecepecWO /N P�CZ7C 3/ Gr OAPS, INGE6 //, /2, /3, /¢ / No /5' REC4eD sA/,o Ccaltry. KiiV0n'N R5' /41.15'/ i W/GL ,4vaLEV4A ivWTAN4 c'4. r2335 BASIS OF BEARINGS:° The bearings shown hereon are based on N 89424' 00" E, centerline of Foothill Blvd., per Tract No. 2102, Fontana Arrow Route Tract, Book 31, Pages 11-15 Maps. EXI-1/�/T 'A /r c/ T Y Df AVM NA, GAUFoRN/.9 DEED PL 4 '7"' 4PPioVED:. • PARCEL A/0.2493 2V D5/ L'4 Dow ey_ • City of Fontana CALIFORNIA December 19, 1991 Environmental Public Works Agency Land Management Department Office of Planning, West Valley Team 385 N. Arrowhead Avenue San Bernardino, CA 92415-0180 Attention: Laurie Stevens Re: APN 0230-051-06, County Permit No. 107-91 00189 701 QO1 C.U.P. 90-0075/W144-81 Conditions of Approval Dear Ms. Stevens: At this time, the Conditions of Approval are acceptable as follows: Condition No. 27 Applicant has complied; see attached copies. Condition No. 28 Applicant has complied; see attached copies. Condition No. 29 Applicant has complied with Fontana Improvement DRWG No.'s 2086, 2087, 2088. Condition No. 30 The applicant will be complying with this condition at the time of construction/hook-up permit application. Condition No. 31 The applicant will be complying with this condition at the time of construction/hook-up permit application. 8353 SIERRA AVENUE (P.O. BOX 518) • FONTANA CALIFORNIA 92334.0518 • (714) 350-7600 SISTER CITY- KAMLOOPS, B.C. CANADA Ms. Laurie evens December 1 , 1991 Page 2 Condition No. 32 This condition will be addressed at the time of Construction Permit Application. Condition No. 33 This condition shall be satisfied prior to issuance of the sewer permit. Sincerely, COMMUNITY DEVELOPMENT DEPARTMENT Engineering Division Robert W. Weddle, P.E. City Engineer Richard R. Cota, P.E. Principal Civil Engineer RRW:RRC:EC:yv LV: �-.�z q/ • Pi.ANNINNT -S. B. frT mry -' FIRE BUILDING & SURVEYORS LANDItEVF.L(>F�tENl': MilnR DATES ID CFLEE/IND ILX APPLICANT PROPOSAL L( AT ION REP('S) QtLLLP, PEF2113Aliamitt7 :745WVL90007222cUP01/07222CUl :CUP/90 0075/W194-81 :PIZZO :CONDITIOONAAL USE PERMIT TO ESTAB- LI$H A RETAIL SHOPPING CENTER ON 2.13 ACRES :FOOTHILL, BLVD `'OUCH SIDE, APPROX 3301 WEST OF 6HERRY AVE tN/A Lo'rl Ft3It DERAR MEMES r•Isrn BELOW: The abo e-referee develo t?1?autissuance of building �mant is bad the 9 "PRFUR �U ISSUAN , Pe'nit(s). Please advise us if conditions reviewed n to C� OF BULIMIC PERH T$' have �r�cIitians under WRIfi1� Vffi2TF�'CATui�T IS 9U been met. MAIN A MIME CHIT OR MISS B[TIIpIImc FEENIT isSUANce. --_. WE WILL la WB lS RE CUTS3' I1VrG ' REM APFLI'r1l r 7t7 1t VR � ASSUME nI'ITCYUS 0-33 -�� ► a i-•:.. • „,; CS-e.e a Thank you, . e ac e itttac:h : C.U.P. Gtuxiitiu C .thy : J Iu i• arritits /170/71 i i i „tY m emcr-andu m .f0 File. Folder act-l-ext 1.) 0v • 91l3 .,.....E C.A.'1'.S M. 34 CITY OF FONTANA • CALIFORNIA MEMORANDUM TO: FILE FOLDER FROM: EDGAR I. CASASOLA O ASSOCIATE ENGINEER RE: 14485 FOOTHILL BLVD. COUNTY AREA SEWER SERVICES PENDING ITEMS PRIOR TO CONSTRUCTION PERMIT ISSUANCE DATE: NOVEIIBER 13, 1991 0-1. Copy of the recorded Irrevocable Agreement to Annex to the City must be submitted. 6E) Payment of their fair share cost of traffic signal upgrades P9 $31,000.00. 3. Payment of their fair share of the Foothill Blvd. Median at $40.00 LF x 3 _ $13,200.00. 30 4. Compliance to the rest of the Conditions of Approval per letter dated September 17, 1990 sent to Environmental Public Works Agency of San Bernardino County, copy attached. 5. City Planning Division clearance. Uk- 6. Additional 10' to make 60' right-of-way on Foothill Blvd. street easement and 6' additional irrevocable offer for street rifht-of-way dedication to the City of Fontana to include back-up information to properly plan check. e- 7. Striping improvement plan to address plan check comment, plans must be stamped and signed by a Registered Traffic Engineer/Civil Engineer. C%-8. Street improvement plans to address plan check comments plans must be stamped and signed by a Registered Civil Engineer. OY. 9. Sewer improvement plans have been plan checked by the City and upon the submittal of the original mylar, they may be recommended for City Engineer's approval. ex-10.. Submit all improvement plans including the Easement Deed as a package to be recommended for City Engineer's approval. Sewer hook-up and construction permit will not be issued by the City, unless all the above items and proper securities are posted with the City for the work to be done within the public right-of-way. EIC/cye cc: B. Weekley, Planning Division ART PIZZO • Page 6 of 11 CUP/90-0075/W144-81 CONDITIONS OF APPROVAL *26. The applicant shall have a licensed landscape architect or certified tree specialist inspect the existing on -site tree(s) for health and maintenance requirements. The landscape plan is to be signed by the tree inspector. A note shall be included on the plan stating the health of the treesto remain and their watering and maintenance needs. If any tree(s) are to be removed due to health, age or disease, they are to be indicated on the plan and replaced with appropriate alternative(s). 27. Prior to issuance of building permits, the developer shall provide certification from the appropriate school district as required by California Government Code Section 53080(b) that any fee, charge, dedication or other form of requirement levied by the governing board of the district pursuant to Government Code Section 53080(a) has been satisfied. . *28.] Prior to obtaining grading or construction permits the / applicant shall execute and record an irrevocable agreement J.'.� of annexation to the City of Fontana. Prior to obtaining grading or construction permits the applicant shall provide a plan to sewer property and extend. a sewer line along Foothill Boulevard frontage for future extensions. (A letter of approval from the City of Fontana's Public Works Department will be acceptable as verification that this condition has been met). *30. The project proponent shall pay a fair share cost of future traffic signal upgrades determined by City of Fontana to mitigate traffic impacts created by the project in the amount of $31,000.00. Mitigation costs shall be paid to the City of Fontana when sewer connection fees are paid. *31. The project proponent shall pay a fair share of the Foothill Boulevard median per City of Fontana Engineering Department requirements. *32. This development may require annexation into Fontana's �./ Landscape Maintenance District #1. The City of Fontana's Public Works Department shall be contacted prior to construction to confirm this requirement. r, *33; The project proponent shall agree to allow access easements on the subject property to adjacent landowners,should. the City of Fontana require such in an effort to combine access i, drives and reduce the total number of access points on to the roadway(s) system. * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) ART PIZZO CUP/90-0075/W144-81 CONDITIONS OF APPROVAL Page 5 of 11 permits. Said application shall include three (3) blueprint copies of the approved site plan. *25. The applicant shall provide four (4) copies of landscape and irrigation plans for Planning Director reviewand approval. Said plan shall show the tree type and size and location of all planting material. In addition, the following shall be included on the landscape plan: A. The following note shall be. included: "All planting is to be completed prior to the issuance of, occupancy permit(s) or final inspection". B. The location of all signs shall be delineated, and a detailed elevation included,. If no signs are proposed at this time, a note indicating such shall be included. C. The location of all trash enclosures shall be delineated. Provide trash enclosure within 200 feet of building pad. Trash enclosure cannot be located between building and street. D. Automatic irrigation systems of a water -conserving nature, such as drip or bubbler types, are required. E. Landscaping materials shall be drought tolerant and low maintenance. (Landscaping shall consist of no more that 50% turf). F. Any existing trees to remain on site shall be shown. G. Frontage landscaping shall include mounded turf and shrub planter areas as parking screen and entry area. (Landscaping shall be low and forgiving so as not to block sight. distances to or from the State Highway). H. All walls, fences, type of material(s) to be used and heights shall be shown. I. Drought tolerant trees and shrubs shall be planted around the perimeter of the site to act as screening for adjacent property owners. J. All planter areas shall be protected -from vehicular and pedestrian encroachment. otit * NON-STANDARD CONDITION(S) **ENVIRONMENTAL MITIGATIVE MEASURE(S) • CERTIFICATE OF COMPNCE Fontana Unified School District 9680 Citrus Avenue Fontana, California 92335 Fontana Unified School District requirements for the following project have been satisfied pursuant to: (check one) VGov. Code 53080 (AB 2926) Gov. Code 65970 (SB 201) Exis 1/1/87) Permits pulled & construction commenced before 9/1/86 ting Agreement Before Not subject to fee requirements. APPLICANT NAME: L APPLICANTADDRESS: PROJECT NAME: PROJECT ADDRESS: / L75 xr Explain: TOTAL SQUARE FEET: i1/419�� J �c,�,t'.� : , .r�(. ; . 4. V eil/lit Ott- C»75 /6611 TOTAL AMOUNT PAID: TRACT #(S): # UNITS: DESIGN REVIEW #(S) GRID CODE: RESIDENTIAL COMMERCIAL/INDUSTRIAL 3,57 D(, I certify under penalty of perjury that the information provided is correct. f• (Applicant's Signaaure%�tit) (Date) This project has complied with the requirements of the Fontana Unified School District. It will impact the following schools: Elementary High School Applicant has provided District with City/County square footage calculation worksheet. BY: a /5 (x-,Jaz. (Signature/Title) City of Fontana - 8353 Sierra Avenue, Fontana City of Rialto (Fire Dept.) - 131 S. Willow, Rialto City of Rancho Cucamonga - 932 Base Line, Rancho Cucamonga County of San Bernardino (Public Information Desk) - 385 N. Arrowhead, San DISTRIBUTION: White - Building & Safety Department of. Pink - Applicant/Developer Yellow - District t //1,%/ (Date) Bernardino IF DEVELOPER FEE OEFORE PERMITS ARE PULLED, ASE�srJu) MUST FAY THE DIFFERENCE. °U EHBank of America NTbSA • A 7. gig / PURCHASER: To obtain information regarding this check or to report a loss. contact this institution. VOID AFTER SIX MONTHS • 0014345348 CASHIER'SECK 1 11-35/1210 FEE COLLECTED Pay To The Order of * * * * * * *7011rUdill Man= SCr Dinner* * * * to i���.�w.....:. ,•:• fr.' : ;.. ''fir ARS PIZZO Pur haser Na nature ofPtir heser . :tA DEMI= 13, 1991 1 2J4iii.l21391-092214• .?4? - % cc-019 CASHIERS CHECK-0014345348 NON-NEGOTIABLE FX-260 9-88 (Reprint 7-89) NOTICE: This copy is your receipt and you should save it. If you request a refund or replacement before the void date, you may be required to sign an indemnity agreement or provide an indemnity bond before we will provide a refund or replacement. Generally, refunds for lost, stolen, or destroyed checks will not be made until 30 days after your request is received. If you have this instrument after the void date, you may get a refund at any branch of Bank of America it you present the check and this receipt With identification which is satisfactory to the branch. • PURCHASER COPY co a co 03 RECEIPT Da e IA-'3 19 9f No. 5856 Received From bat1 1—at f • aaaS' A l3lT cFdress l `fS/ at�d jj -� l t. ,Y0 .1� .., �;�1.Qib0$fl M U dU�'rrd4 ( neb A1,01 - Dollars $ 9 For oOGU ACCOUNT AMT. OF ACCOUNT AMT. PAID BALANCE DUE chelo ad, w CHECK MONET ORDER PAID /SP) .5309 4:7, 4.4. 1' Recording Requesty and Upon Recordation AOPUrn to: The City of Fontana P.O. Box 518 Fontana, CA 92335 Attention: Planning Departme CHRG MinNW 3 PCOR 8 NO FEE 91-434686 RECORDED IN 0.7r7 `I' f �rn11 r� • 91 NOV 1 << PM 1: 30 SAN EERNARDINO COUNTY, CALIF. IRREVOCABLE AGREEMENT TO (IAA 91- 0 5 ) ANNEX TO THE CITY OF FONTANA THIS AGREEMENT is made this 3rd day of Sept. 1991, between Art Pizzo hereinafter referred to as "owners", and the CITY OF. FONTANA, hereinafter referred to as "City". WHEREAS, Owners are the owners of the real property consisting of approximately 2.13 gross acres located on the South side of Foothill Blvd., approximately 330 ft. West of Cherry Ave., in theunincorporated area of and is further described as follows: San Bernardino County Being further described as Assessor's Parcel Number • 230-051-06 Areas and distances computed to street centers. WHEREAS, Owners are developing said real property as under the County of San Bernardino development standards and regulations, but require the use of the City of Fontana sewer system and the right to connect to the existing sewer main which is contiguous to said property; and WHEREAS, Owners are desirous of annexing to the City of Fontana. WHEREAS, the City of Fontana is willing to consent to the connection of said property to the sewer main only on the condition that the property be annexed to the City of Fontana at the earliest possible time; and W EREAS, the City of Fontana is proceeding with the annexation of Owners' property plus other property, but said annexation will cause delay, which delay would create a substantial hardship for Owners of said property. NOM, THEREFORE, the Party does agree as follows: Page 3 EXECUTED this OWNERS: CITY: The City Manager and City Clerk of the City of Fontana have been authorized to execute this Agreement on behalf of the City of Fontana. OFFICIAL SEAL Lula Marto Aukerman NOTARY Pu4LIC CALIFORNIA 8AN BERNARDINO COUNTY Yy,, . Expires Nqn, 1L 1994 MANAGER OF THE CITY Q /FOtfrtANA Deputy CITY CLERK OF THE CITY OF FONTANA ACKNOWLEDGMENT OF GRANTOR: STATE OF CALIFORNIA) SS. COUNTY OF SAN BERNARDINO) On October 24, 1991 before , me, Lu Aukerman , a Notary Public in and for the County of San Bernardino, State of California personally appeared Art Pizzo I x I personally known to me - OR - 1_1 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument, and acknowledged to me that he/she/their authorized capacity capacity(ies), and that by his/her/their signature(s) on the Instrument the person(s) acted, executed the instrument. WITNESS my hand and official seal. Nota y Public in and for said -State 74que:c. 14 1991 I411pby certify that this a true oo. of theecord consist of seal of this office � =�s�. Pages if the is impressed in purple ink ERROL J. MACKZIIM Auditor -Recorder San Bernardino County, CA REESE CONSTRUCTION 7144675710 P.01 1: 46?e1/7:04,0W4c. .445z. We; /-1.519.,6*74J.08v/-51-0141 3,t 4.R.^.111F41,1 'I l"I'Ji. 633 A ta's! ;IP.- in CA 91.761 FA lr (7‘4,167 Trio ),14/Inef .0 (714)461.-5/05 . DATE 3.27- / To.Nig VAX 7/It i3g22 • F.Ro1,R-42eo4 SUELTECIC ........ of I; CAO f4.S47137:6474 47 (Zr?6re,AC-4-Ctt,44 zniAleetit 7vr ,0 707 74"tic aorANIL44 XceeMe km) eZpZE 51/1.0257- vicr.Alvve, Pae.ega-.4? "ves?,,r.t4,47-/3-.z.ze? *44.Ate/r 7,:ii;/ 7,42;2 74°' 7VOp. eqWef.4 deiG "0/41( 77/e 4,45,11711 A7.42.ffi • • -• virezas 01.4 /le F-044 Ner 1,3E7 724,4 )0"- Arver.,fte - 7.;pie r - x74, aizemovey-,g) " '01,7c4f) 4777, Ceiba ‘rsr.T• TAW' Pcitaciextuere- 77-04-g:1747:4.„.7P.. 4,900ezuz2en- 73,5v eAc,!(4...• Thsegifrw yrehvg hicre-on • • 417 OP' PAGES INcT.. RI I NG • 'rtts RINGIF..; _ _ IF YOU REQUIRE RETEANSM[SsyoN OR RAvE AV QUESTIONS PLEASE CALL == 05.d-,,P Vr Nil) (71 4)467 s7on •• ••• • •••• • • • • • • REESE CONSTRUCTION 7144675710 P.01 f 7 A West. 'itat•n ftt•rne.t• r1.1t•arin' CA 91.762 FAX S (714)4r7 S7111 F'hrttta ij (/14)467••570 r DATE„ /------ - { jrit ,` NUMBER_ EE_ .1 . / > .... . _.. •frd'. .(j ....__ r .. cipmmoNTs...4810,43,77ael tea - 7.77 ''S , � 0 OF PAGES MNCLAMING i :.3,I• s PAGE_ IE YOU REQUIRE RRTRAN5PQI:SR W 1 OR [SAVE Artg QUESTIONS PLEASE CALL (714)467•57o OP REESE CONSTRUCTION 7144675710 P.02 ART PIZZO CUP/90-0075/14144--81 COMDITTONS OF APPROVAI, Page 6 of ll *26. The applicant shall have a licensed landscape architect or lcertified tree specialist inspect the existing on -site tree(s) for health and maintenance requirements. Tho landscape plan is to be signed by the tree inspector. A note shall be included on the plan stating the health of the trees to remain and their watering and maintenance needs. If any tree(s) are to be removed due to health, age or ,, disease, they ere to be indicated on the plan and replaced .•r with appropriate elternative(s). I ��0'yG('' (*2A) Prior to issuance of building permits, the developer shall provide certification from the appropriate school district as required by California Government Code Section 53080(b) that any fee, charge, dedication or other form of requirement levied by the governing board of the district pursuant to rovernmont Code Section 53080(a) has been satisfied. Prior to obtaining grading or construction permits the applicant shall execute and record an irrevocable agreement of annexation to the city of Fontana. r. .*29.,) Prior to obtaining grading or construction permits the ', •., applicant Shall provide a plan to sewer property and extend a sewer line along Foothill Boulevard frontage for future extensions. (A hatter of approval from the City of Fontana's Public Works Department will be acceptable as verification that this condition has been met). *30. •The project proponent shall pay a fair share cost of future traffic signal upgrades determined by city of Fontana to mitigate traffic impacts created by the project in the amount of $31, Q00.00. Mitigation costs shall be paid to the City of Fontana when sewer connection fees are paid. *31. Thb project proponent shall pay a fair share of the Foothill Boulevard median per city of Fontana Engineering Department requirements. *32. This development may require annexation into Fontana's ktandscape Maintenance District #1. The city of Fontana's Public Works Department shall be contacted prior to construction to confirm this requirement. Al (*33) 'The project proponent shall agree to allow access easements On the ctxbj ect property to adjacent landowners, should the is city of Fontana require such in an effort to combine access ,41 1 :•t'J \ drives 'and reduce the total dumber of access points on to the roadway(s) system. * NON --STANDARD CONDITION(S) **ENV/ROt1MENTAD MITIGATIVE MEASURE(5) BOND GUARANTEE FOR FAITHFUL PERFORMANCE. Land Development Agreement WHEREAS, the City Council of the City of Fontana, State of California, and , hereinafter designated as "principal" have entered into an agreement whereby principal agrees to install and complete certain designated public improvements which said agreement, dated , 19 and identified as , is hereby referred to and made a part hereof; and WHEREAS, said principal is required under the terms of said agreement to furnish a bond for the faithful performance of said agreement. NOW, THEREFORE, we the principal and , as surety, are held and firmly bound unto the City of Fontana, hereinafter called the City, in the penal sum of One Hundred Thousand Dollars and 00/100 dollars ($ 100,000.00 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by those presents. The condition of this obligation is such that if the above bonded principal, his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abideby, and well and truly keep and perform the convenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect, pursuant to Article 8 of Chapter 8 and Article 2 of Chapter 27, Fontana City Code, and any amendments thereto, for the installation or construction of: Off -site Street Improvements for APN 230-051-06, Lot 146, Tract Map #2102, address: 14451 Foothill Boulevard (Burgandy Center Fontana) specifically as proposed in Street Improvement Drawing No. 2086, Sheets 1 and 2; Traffic Stripping Plan, Drawing No. 2088, Sheet 1 of 1; and Sewer Improvement Plan, Drawing No. 2087, Sheets 1 and 2. As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder of the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. IN WITNESS WHEREOF, this instrument has been duly executed by the principal and surety above named, on , 19 (Seal) Principal (Seal) Surety NOTE: Signature of those executing for the Surety must be properly acknowledged. ALL SIGNATURES TO BE NOTARIZED. If the work called for under this contract is not finished and completed in all respects within the specified time period, the City Council shall have the right in its discretion to extend the time. If the work is not completed within the specified time period, because of acts of God, the public enemy, the City or because of fire, flood, epidemic, quarantine restrictions, strikes or freight embargoes, the Land Developer shall be entitled to an extension beyond the specified time period for a period equal to the length of such delay provided the City Engineer is notified in writing of the cause of the delay within ten days from the beginning of such delay. If an extension of time is granted it shall in no way affect the validity of this contract or release the surety on the bonds attached hereto. Land Developer shall defend, indemnify and hold City, its elected officials, officers, employees, and agents free and harmless from any and all liability from loss, damage, or injury to or death of persons or property in any manner arising out of or incident to Land Developer's performance of this Agreement, including without limitation all consequential damages and attorney's fees, whether or not resulting from the negligence of Land Developer or Land Developer's agents. This indemnity shall extend to any claims arising because Land Developer has failed to properly secure any necessary easement, land right, contract, and approval, but shall not extend to any claim arising out of the sole negligence of City. It is further expressly agreed that the Land Developer will procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands the year and date first above written. LAND DEVELOPER CITY OF FONTANA By MAYOR LAND DEVELOPMENT AGREEMENT THIS AGREEMENT, made and entered into this day of , 19_, by and between the City of Fontana, hereinafter call City and , hereinafter called Land Developer. WITNESSETH: WHEREAS, it is the intention of the Land Developer to improve a certain parcel or parcels of ,land in the City of Fontana described as APN 230-051-06 14451 Foothill Blvd., Lot 146, Recorded Tract Map No. 2106, Burgandy Center Fontana and, WHEREAS, The City Council of the City has approved and adopted certain rules and regulations governing the developing of land in the City and the posting of improvement securities guaranteeing the installation of necessary permanent improvements as set forth in Article 8 of Chapter 8 of the Fontana City Code, and, WHEREAS, the City Code specifically sets forth the requirements for the installation of necessary improvements affecting the land development. NOW, THEREFORE, the City and the Land Developer mutually agree as follows: The Land Developer will construct or cause to be constructed at his own cost and expense all necessary permanent improvements on streets abutting his property as specifically described and shown on Drawing Nos. 2986, 2087 & 2088, and total cost estimate as stated on Exhibit "A" , which was approved by the City Engineer and filed in his office on , 1991, and in accordance with applicable provisions of the Standard Specifications and Standard Details of the City of Fontana in effect on the date of this Agreement. The work shall be done under the supervision of and to the satisfaction of the City Engineer. The estimated cost of said work and improvement is the sum of One Hundred Thousand Dollars and 00/100 ($100,000.00). A Surety bond for Faithful Performance in the penal sum of the estimated cost of said work and improvement shall be properly executed in favor of and delivered to the City as a part of this Agreement. In lieu of a surety bond the Land Developer may deposit money or negotiable securities with the City as provided in Article 8 of Chapter 8, and Article 2 of Chapter 27 of the Fontana City Code. The Land Developer agrees to complete all work called for under this contract within One Hundred Eighty (180) days from date hereof. AMER/ 0 .000),14.. \N-A44.4:41t4x j First American Title Insurance Company OfTEJO THFORM TRION Archimede G. Pizzo era wine fee..... Om N rRobert De Blasis MI.. c/o Hahn a Hahn ono 301 E. Colorado Blvd., 0900 Pasadena, CA 91101 ss.sa. Otte: Wm. S. Johnstone, Jr. ...sfufMMIllla Archimede G. Pizzo, Trustee e..r 183 Kenworthy Drive Am' Pasadena, CA 91105 "" L Io a O ` 0 N OOwfla 411 MIR 90=496413 RECORDEED 1990 EEC 17 RI 41 SAN BERNARDINO CO.. CALIF. SPACE ASOVE EMS UNE PON mamma use Grant Deed iMle MOM rUSIIMSMIO eV •MUST'Oaa SWUM, SIIVICI sederepett Gnaw le Derameatary treader taz uee deem Ifl Th s is d j�1 deli ,f el ii� dived nothing -0- 'Ittia !a a + +�r'Y ( ) easpdd on tap .Ilan of properly conveyed. or ( ) eoetpeMd ea fall aloe less valise of Rens and earumbrences remdalap at time of sak. ( ) Ualaemporated ores: ( ) City of , sad FOR A VALUABLE CONSIDERATION. receipt of whkh le hereby aelsowkdaed. Archimede G. Pizzo and Luigia A. Pizzo MRbyGRANT(S)to Robert J. De Blasis, a married man, as his separate property, an undivided one-third interest in and to the feliewiag daeribd real property ha the Coonty of San Bernardino • State of CalUmmia: e act, in the oftSan6Bernardino, State offCalifornia,Rastper rplat recorded �County in Book 31 of Maps, Pages 11, 12, 13, 14 and 15, Records of said County. more particularly described as 14451 Foothill Boulevard, Fontana, CA 92335 Excepting therefrom that portion of property herein described lying within Foothill Boulevard. Gaye Pahl De Blasis, wife oofRobert stablishingBlasts, separate property conveyance for the purpose interest of Robert J. De Blasts in the subject property. pod let ftir.d rt, /O , /490 041i►.4a JOL ARC 1144:4G3. LUIGIAIA A. PIZZO taAre Arce�te me stn "Ertri'i Pizzo. an GISyrimalkepa atria aprwd w esa the lmie etesetalsaml saMeaw to le d e pwwatd eheee asmetei S r ed eeSel M the • wee . w�ii s@ic� WUws1 t ham- weed lL VSENESS OFFICIAL SEAL KATH*YN L COWL SOWN pusuc • CA&WOI. to b s ertm mu US moan t 1 Orr .w he ANY is vet 'Ile Otis Ns. Taost'. Less sr Atlorsoy PIM N.. MAIL TAX STATEMENTS AS DIRECTED ABO1l! R[CORDIN0 R[OUs$TED STr Archimede G. Pizzo WM WIMP re.... Mall ,. rArchimede G. Pizzo 1 o a" c/o Hahn i Hahn ..• 301 E. Colorado Blvd, N900 Pasadena, CA 91101 e'"o.ls. LAttns tin. S. Johnstone, Jr j .r I.. waw+ll W rArchimede C. Pizzo 183 Kenworthy Drive ▪ Pasadena. CA 91105 Io 0 o g 0 .•I fV aoasU 1KE 111ST3 lI CW1 eSTY 4(NTT 90=496412 RECORDED IN ^FFICIA! RECOR(! Matt 17 PM bs I I SAN BERNARDINO CO.. CALIF. .sl rArw AV rH' ii L Grant Deed Rs FOR RscOROIR'$ USE WSW IOOW IYRM5Mt. UT TRWTORR t$CU*ITT etava, "" Msrlsa" Gm" U1 M"181 1Z tors" ca %ie sartite Grantees. Decesi a ny traria tss b 6 ( ) colapsesd so IMD wiles of propatl ro.Tafot or dos eL ssM ( ) papal es fa Take la s Ides of Bess mid eaeambrseat remalni+Ii es ( I Usbtesrperatsd anas ( ) City of FOR A VALUABLE CONSIDERATION. receipt e( which is hereby sehsowlediid. Archimede G. Pizzo, Trustee under Declaration of Trust dated October 5. 1983, wherein Archimede G. Pizzo and Luigia A. Pizzo are Trusters hereby CRAIYP(S) a Archimede G. Pizzo and Luigia A. Pizzo, husband and wife, as their community property, an undivided two-thirds interest in and to the lollewies described reel property in the Casatyof San Bernardino Lot 146, Tract No. 2102, Fontana Arrow Route Tract, in lee County of San Bernardino, State of California, as pe p recorded in Book 31 of Maps, Pages 11, 12, 13, 14 and 15, Records of said County, more particularly known as 14451 Foothill Boulevard. Fontana, CA 92335. Eyceptingghtherefrom lthat l portion of property herein described l in i �n. i990 Deed , Sate c1 California I lass of cfulrai• Coate d �.fe� On t�.ld-dn �f tll RoRferiinis Ieer> Public perssssl4 elpeo p pwwsatb besot es se d,pnred w M se Os Wee of eakEsersa slddrses w M Os plasma slim Rsmo(S ice- aisereed to the wldfM Is treeeM. as sebsewMddd stet —he-assessed iL WITHERS q Mad sod dame sss< dberi--Gfa-eati4/244- 18110row Ni. ARCHIMEDE G. PI OFFICIAL SEAL KATHRYN L CORNEAL NOTARY PUOUC • CAIWORNIA RI ores, ti*n svt tem .1U1. M ,w i W Norma wail S;seew. Lem as Mammy Flfs Ha MAIL TAX STAIRMENTS AS DIRECTED ASOVE RtCOROSNQ Rteutsmo BY Archimede G. Pizzo a.. WORM ase.5s. 0.11 ,. rFrank B. Pizzo c/o Hahn 6 Hahn Na..▪ . 301 E. Colorado Blvd..i900 Pasadena, CA 91101 ' LAttn: tfa. S. Johnstone. Jrj ... 0" IPOINOill rArchirode G. Pizzo, Trustee 1C3 renworthy Drive „Mom • Pasadena, CA 91105 L 0o sas U 5VT s__CiT RECORDED IN ^rFICt!►!. RECORr": 1990 DEC 17 FM 14 SAN RERNARDINO CO.. CALIF. 9t$ 496411 trACt ASOVd nE A.Vtz rOn RzCOROzws ust Grant Deed u se POSY /YSYNYee at ?SVUYOln Kevtmr stay.at The ea/ndgo4 Gnaw N) totem h1 seder peeelty et priory dot tM falbWY7 Is true d eateet: Deemmtny trsvds, vas h I 41- s is a tomfilfugf,tRarrtistorntors received nothinc, ( ) comp etod so IA tabs of property eoareyed. or q don of a.h ( ) cempswi so full Woe has valve .1Item sad eacvmbrancrs remsWa{ . ( ) Udaoapetead arm( ) City of sad FOR A VALUABLE CONSIDERATION. receipt of which is hereby srbowledded. Archimede C. Pizzo and Luisia A. Pizzo benby CRANTIS) to Frank B. Pizzo, a single man, es his separate property, an undivided one-third interest in and to the (.11eviat described reel property la the Cososty of San Bernardino ,Stste./C.lif.eaie: Lot 146, Tract No. 2102, Fontana Arrow Route Tract, in the C ty of San Bernardino, State of California, as per plat recorded in Book 31 of Maps, Pages 11, 12, 13, 14 and 15, Records of said County, more particularly described as 14451 Foothill Boulevard. Fontana. CA 92335. Excepting therefrom that portion of property herein described lying within Foothill Boulevard. mud =' A; / 9 fd Mae of Catt6nw dual 0 Ina a tide the lQ_ he of ""'I'L` " 1L_$0 MAn yr f69.PR yd / Gette Alm'A.L tb eeMaWOIM Helm PAW. pnmesn7 _ L Arehiopd� t Pizrn and utpie A. Pizzo O pweeaalb hems is me aimed to sees the beds of euM6etwf seats M the meow Rase asmMe •"'r..�.� sshsenbsd is the stihet ne eeMwwiedied i that —LUX It 04./AA.o.kA Archimede G. Pizzo /1.0)1*, Luigia A. Pizzo OFFICIAL it AI, KATHRYN L. CORNEAL IIOTAAY FOLIC • cA:trodhiA tes APKW over Ity sem sc. rsI v/t It. nee en. s- I- .*a Nona n.. rI I I F I I ® e p 01 0 I I_ ,.I t 9 1 .15 /e/ Por. N.E. 1/4 Sec.10 T.1 S. R.6 W. S 8.8.8 M. ,.r Parcel Mop No.10912, PM 124/94-95 Poc Parcel Map No.6852, P.M.67/ 14,15 Pot Fontana Arrow Raute7roct Na 2102 Me; 31/11-15 Parcel Map No.3192. P.M.28/24 NRY Nwf 1950 4' .y lI 1.1. • ---- T T - 3 f 1 ® .a v •g H eeLIKerV your �`Zai� 9y P iLsa - 1 /e! Fontana Tax Rate Area 74025 vs • • A N t I 1 1 1 1 1 1 1 1 I 1 I I I. I.... This Is not a survey of the land but is complied for information by the First American Title Insurance Company from data shown by the official records. »e ID AVE-1— 4 1 mn� 12 Sol i co- W V o R 411 -£ AVE, :--- Assessor's Map SonBerrnna� OCounty r 230-05 12/!/8t • RR 11/8/es PE 2 23 88 M 5 :it ee Ka 5/26/76 R.44 262 9/r/RR • "2.3 of S 5.`t, r J Ne�t.'S mba/Xlndco43 on /0 0%n /n Jsea.n�•. i', ,-, .jr7.,•.I. 1• •,r, ::;V,i\:c. ..,','' :"t'..'•.' I'1•; , Y 9 f t' for/ond/Yet9mn� �I� . SA Pi �s.u•i4'wr3ao .9, aev4 Y .- ' ,,^•I BG4ry,4,R D1No�3.err43rr33o It- s49v130=fAV L: -•-IS •• 040 1•,/+'N Gen LafJ2 46 1' - n 184 I8 181 .. „ C. w.eaya•:3 r.0, 148 14T h 146 145 I 1 050Ae ' 250Ae. ` 250 Ac n y 230Ae 250Ac Z 2SOAe. 250A• 7.1 F ••- 330 330 i n 33p 6c tto i �:% a 14 9 , N. O\Jv• 2 / e 9° I J Q • 0� 04 4 QO<�1 ��ti C o O �y Z o00 s 14--;;;%;4 40C,1�. ISO 500 Ac. 152 5.00 Ac. 151 500Ae. 153 5,00Ac. 156 5,00 Ao. 154 5.00Ac. 155 5 00 Ac. 157 3,00 Ac. 158 500Ac. I6O 3.00 Ac. 330 J30 33a J3o Gfe J3o o 197 198 � 199 200 ^ , 161 , .162 A 03000. • 210 AG. A 25o00, 230Ae, 0 A 2.50Ac. 2,50A6. e �,5J0 •• 330 330 ? •---13--N,nes'e-PCRCIS-nro,00�-_n,ef•3s'E-_33lope 3 e 33e 204 203 e ' 202' 201 p � 168 2.50 M. • 230 Ac. M 2,5064. ° 2.50 Ac.'J h 250Ac• 0 640 330 640 •�3e 1 500 Ae. e 0 a ti TRACT I'i0. 2102 FOF1TRI1<hfRPOW POUTE TIRFicT SGALE•: I IN.= 3.00 F-77 60 185 183 „ 2,50Ac. 5.oq Ae, M 186 0 5.00Aa..' ry 168 5.00 Ae. 187 3.00 As. 189 3.00 Ac. 190 400 06. 192 3.00 Ae.. 191 5.00 Ac 193 5.00Ac. 1 II, 5.00 At. 33o 196 50oAo• f{O 195 500A, J3o 205 5.00 Ae. 640 206 208 5,00 Ae. 4}0 209' 2.560e. ,? 330 N.ef rs'c 201 3.00 Ac. 440 210 211 2,50Ae. n 250 Ae, WM ITT 0 •L 0 Jao E 21Z 2,50 Ac. 330 /30.00 - 33 3, 330 173 440 159 500 Ae. 660 330 J30 163 164 2.50Ae. 2.50Ac.' „ 1� 167 0 166 2.50A4.-• 2,50,1c, 330 33e 169 300 A<• 172 250Ae. 5 110 500 Ac. cap Jae 174 230m. n r, 093t4.'S,• 4 O 170 3..00 M. 171 300Ac. 6 0 J.50 175 250A,c. /330.00 33e t193•ww'e -W 41043 - Efer431.3/ cwsag.19a0L O 1 ; 120 < 119 4.99 Ae. m 4,98 Ae, J 131/3 r. 3,3," N.39.03••3"w Li�e7 . a 121 O, 122 . I ; 4.99 Ac, n 4.95Ae, !I•Vilisw /r a/•40.04"w 4.cr, 0 + 124 n 123 a , :I r el.97 Ac. 4.96 Ae. ^ C iiil•w 423, 3! N. WS, 3o"h! 0G0 I193,34' 330 300 .330 I0 125 126 127 128 e :son,. 2S0Ac. 250 Ac.• 2.50Ac 4 Jar 0 330 Iv 330 • -.3. $1;f3 LJo-E. - / a 40.0o Ave- --2 Q y12:041 •N. 0 3 Tao 145 e m 132 • 131 I'30 129 6 I . 1 2S0,Ae. N n 2,50Ac.. 2.50Ae sy 250Ac. ' 2,f0Ac h 0 0 e ,C. 330 no ; (j) a 330 176 2504e. J3o J3o • �� 294<4 330 "'si1v4 0044G 133 500 Ac. 6 42a 32 112 137 J 1 2.30 Ac 136 • } 3.00 Ac. "". 4'1 H3S Jo 138 p 250Ac. •5 139 2 394e 640 134 • 300Ac 1'55 5.00 Ac. 44J t 30. 4.4 Leo 9..ef•ll 3o"F /3fI.44• AyF 0IM 336, 144 e; a 143 4.54 Ae 436e, C ' 142 141' v7 4551e 4,43Ae a A 330Ir iJe 19 p�, tltlrl • JVO•c y y' v 1 h 0 _4L i-Q.!' A.cy .•",• -+1gvr*"'.- ,.,•rere."r_ 1' �.' t Z w •pIL a v.•.}.rns 50' „e.M r3r93 �y l9 33 >'o4e-�•a/979-.-. --£ __-. , as•aa s0'r�/a<fOa�AV5- - , r '-'O' 974 s rL & wco b.o > _ems- G qr r0 , I6 f NKo�Lo'b'7ri S Z'/..&Yv _ - 140`�i.3a r "`% 444 17.04 Ac.. riot 00 part of MI5 5ob.DIv5sion. 44 5 20. a'' DATE /74J / 19 77 RECEIVED FROM //9. o L' / Ii C (.'' _ 1; Ak/A%/= l7 /AJ ADDRESS % � �7 �., / J l (" r'(.J%.�i �� /.i /•/1�//'� �'��<"r 5�`/ �!7//ri.1 � / ir(l . r I 7 / G -- DOLLARS $ /0 FILE OP 03/66 -� - u ENGINEERING SERVICES CITY OF FONTANA 7108, �== p/a,,t,-. /v e Opiti /o B "i 7 P / z_ ---- ,--- „.., , Clo Q t PLEASE PAY CASHIER r 6G. ?) HOW PAID Cash Check G 5� Money Order , . A11 pipelines or substructures of any kind and all telephone or power pole water lines, meters, valves, hydrants irrigatiowstructures,: etc. shown. 10 not shown on the plans and locate with1n areas to be improved an interfering with construction shall beralocated<.ty others, It shall be the :contractor's responsibility to notifk all agencies.:concerned prior . construction. "As built" plans shall be provided Engineer shalt chec 'Lt ortk information prior toy 4 accept All A' 1fouse 1 atefis Shari b t.. othes. approved by the City Elie Sewer cc ¢s lateral. - Manhole framos'an grade and dtI sh covers to' ataraisi stoning refers. sewscontra protection of all u 13. No laterals shall be 14. Prior to construct contractor shall expo, where connections will to the City byythe contractor ,„aiotl sewer planet attdri transfer the sewer ifIT Meer. in atths locati facilit es whether shown on the s1 $. ;R - under .,driv e o s w.. it Orts store drain lines waters: - sewer, or! store drain 1 occur, and"verify their elevation and loca Approval by the City of Fontana_-*ot s proposed connection to a City fact does not imply correctness of the elevation or location as shown on plans. Itkildft,44*PILIO*4 15. Valve frames ` and covers. shall c {w constructed ;d' below . ftai shed grade water contraetorr and.' malt be 'railed:; to..grad%,W n1;contractor Completion of paving. ,45. Terminate ail. 4' house sewer laterals 3 N:.4 e `40 pl u Y.bliOw graind linos. 1 • 4 let oi IV. SEWER I 4. All 'rein Fontana revision ft 22 Constructs permitt°4Raff Department prior to the start Abe City of 1975, and any 3. Adequate stakes shalt be set by the Engineer to enable the contractor to construct the work to the plan grades. INDEX MAP i" 10 0' I. EXtend both ends of cradle or encasement to a point one inch short of 1st. .pipe Joint beyond locations specified on plans. 2. Apply form oil, thin plastic sheet, or other acceptable material to pipe, to prevent bond between pipe and concrete, 3. Use Class B concrete for all cases. Special Coplstruction - Construct d" C.I.P. with iweehsnieal ,lints or a' V.G.P. with special concrete, encasement per aletails shove or flw KC.P. routed in continua's steel casing. Length shell be 5' clear oath wir# Aso faster ,in. Special aenatruction will be no hairy wherm sanitary sorer wins or laterals have Ise* Oen It" .f Weaning* batman eke bottom of . the miter rein .'.d the top of the sewer. Special sswitructisn will be necetssry whet the clearance between tot bitter of 'a storm .drain and the w► alk the sewer wail IS betUM V arti.: V This an iition i♦ plot awtiwNla/ on tills project. 811V.C.P ENCASEMENT DETAILS I.T.S. .. . _ _ • _ 6' MIN. � 6' MIN .10'MAX. (" I 10'MA.X. 1'' MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% — LESS THAN 10' DEEP 8�. . r n O'MAx 1" MAX. SIZE SELECTED NATIVE SOIL COMPACTED TO 90% 1 /t TO 3/4' RO K BEDDING AX. 10' DEEP & DEEPER _4 TYPICALE.D_DIN.C'OR 8" V.C.P. N.T.S. FUTURE • 5IDEWALK- GO' 58' y^t FOOTHILL -- bLVD. 52 « 7 --- 71/ �(:.,n FUTUR I, RBFAcE 25' (EXIST, E.F MPORARY K-RAIL PRorscr EXIST 12" WATERLINE DURING CONSTRUCTION SHORING TO 6E APPROVED 6Y CITY ENGINEER PRIOR TO CONSTRUCTION .i._ C PROPOSED • .P B4-wER BLVD AVENUE AVENUE by 14 -d DAY CREEK Wl 0 BEACH W E W a W -.. NN BASELINE / FOOTHILL PROJ1ECT R� ai C4I 8Y U IG / NN BOULEVARD '1/4` 7 [OND AVE. 1 N VICINITY MAP N.T S. 120' 8' 52' 52' 0.5' - 5' 50' 50' 8' FUTURE IMPROVEMENTS COSTRUCTION NOTES: COLD PLANE 1-1/2' MD1. 7, -JOIN EXIST. IPAVWt AT BREAK POINT. EXISTING PAVEMENT TYPICAL SECTION N.T.S. Q2 /CONSTRUCT 4' P.C.C. SIDEWALK PER‘3.C. STD. 109. ©3 CONSTRUCT A2-8 CURB & GUTTER PER CALTRANS STD. NO -A, OVER 6" CLASS 2 AN. COMPACTED TO 95% RELATIVE COMPACTION AS PER CALIFORNIA TEST NO. 216. CONSTRUCT DRIVEWAY APPROACH PER CALTRANS STD. N8-A (W=40', X=3', CASE C). REMOVE EXISTING TREES. TACK COAT & CAP OVER EDGE OF PAVEMENT. INSTALL TRAFFIC DELINEATORS PER CALTRANS STD. A74-A (CLASS 1 FLEXIBLE POST WITH TYPE G REFLECTOR) 0 PAINT 4' WHITE TRANSITION STRIPE. g0 GRADE TO DRAIN. SAW CUT UNE 25' I6 ELEV. AS SHOWN ON PROMS� Sz APPROXIMATE QTYS. 8250 SF 1650 SF 330 LF 1 EA 5 EA 6600 SF 16 EA 360 LF EX. R/W PROPOSED R/lr APPROXIMATE DIRT QUANTITIES RAW CUT 260 CY COMPACTED FILL: 142 CY NOTE: CUT AND FILL QUANTITIES SHOWN HEREON REPRESENTS ONLY THE VOLUME BETWEEN EXISTING AND DESIGNED GRADES. NO ALLOWANCE HAS BEEN MADE FOR CLEARING GRUBBING, PRE -COMPACTION, SWELLING, REMOVALS AND OVER -EXCAVATION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETERMINING THE EXACT DIRT QUANTITIES. CONSTRUCTION OF FOOOOTI-HILL oOOMLEM INDD IN THE COUNTY OF SAN BERNARDIN 0 CALIFORNIA GENERAL NOTES! 1. Am ENCROACHMENT PERMIT IS REQUIRED before any work may begin in or near the State right of way. 2. ALL WORK within the state right of way SHALL CONFORM to the latest STATE STANDARD PLANS & SPECIFICATIONS or as directed by the State's representative (Standards other than State must be pre -approved amd justified). 3. NO EQUIPMENT or MATERIALS may be stored on the the State right of way. 4. Alit disturbed areas in the State rlghrt of way MUST BE treated for erosion control (hydroseeding or equivalent or as directed by the State's representative). The responsibility for maintaining erosion control WILL NOT be released until the seeding is well established. The CONTRACTOR WILL BE RESPONSIBLE for the COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURE/CHANNELS which have become cluttered with debris and/or silt as a result of, caused by, the construction project. 5 The STRUCTURAL SECTION shown within the State right of way is for ESTIMATING purposes ONLY. The actual section WILL BE designed by a Soil Engineer after native soil testing has been completed. A traffic index (TI) of 11.0 shall be used in the design of the traveled way, and a TI of § shell be used for the shoulder design. The laboratory reports and the design calculations SHALL BE SUBMITTED to the State's representative for APPROVAL PRIOR TO CONSTRUCTION of the structural section. 6. All State drainage structures MUST first BE COMPLETELY CLEANED of debris and/or silt by the contractor PRIOR to making the connection. 7. The contractor SHALL BE RESPONSIBLE for ensuring that any State drainage facility which is connected to or directly affected by the contractors operation SHALL BE clean and operational PRIOR TO FINAL ACCEPTANCE of the permit work by the State. Adequate clean -outs and access openings SHALL BE PROVIDED in any construction within the State's right of way for future maintenance and repair work as needed. This work shall be furnished at NO COST TO the STATE. 8. Where SURVEY MONUMENTS exist, such monuments SHALL BE PROTECTED or shall be REFERENCED and RESET pursuant to Business and Professions Code, Sections 8700 to 8805 (Land Surveyor's Act). 9. The pavement MUJST BE saw -cut 2' minimum from the edge of pavement. The saw -cuts MUJST BE perpendicular or parallel to the State highway centerline. 10. ALL signing, striping and pavement markings SHALL BE in conformance with the current edition of the TRAFFIC MANUAL, published by the State of California, Department of Transportation, and the SPECIAL PROVISIONS. All pavement markings SHALL BE thermoplatic unless otherwise noted on the plans. The exact location of ALL SIGNS shall be determined in the field by the State's representative. 12. ALL conflicting striping and pavement markings NOT SHOWN on the plans SHALL BE REMOVED from the pavement by sandblasting by the contractor. 13. ALL signs, roadside markers, electroliers, etc., SHALL BE PROTECTED and/or REPLACED in -kind according to the current State Standard Plans and current Traffic Manual, at NO COST TO the STATE. 14. All utilities including sewer and water lines, gas line, electrical and cable televisionshall be applied and installed under separate permits by its owners. 15. State-owned facilities, specifically detector loops, pull boxes, conduits and detector cables, destroyed during construction shall be replaced in -kind at no cost to the State. Also, any damage resulting in a signal failure shall be repaired immediately. 11. 16. Replacement of State-owned electrical facilities shall be in accordance with State of California Standard Plans and Standard Specifications dated January, 1988. 17. No splicing of conductors or detector cable shall be allowed. New conductors shall run continuously from terminal block to terminal block and detector loop cable shall run continuously all the way to the controller. 18. State's Electrical Inspector shall be notified 24 hours in advance of any detector work so that adjustments can be made to the signal controller. 19. Intersection lighting schedule shall not be interrupted. 20. Traffic signal shall remain in operation. 0 1 1 .1 Guth it Op Top of Curb Curb Face - Sidewalk PLAN ('.Curb face Tao of Curb? , Gutter FL.- Curb Cowin; • W,7' 0' ▪ "▪ bottom at Curb ELEVATION twf. Jaw4 1-7 SECTION COMMERCIAL DRtV.WAY la II 2% 4. it Rd 71_ 01/ r- STOP OF CURB (rYp,] RAISED MEDIAN DETAIL (FUTURE) N.rs - SEE PLAN VIEW ON S111: C-5 GENERAL NOTES' LOPE 21. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE COUNTY OF SAN BERNARDINO STANDARDS. 22. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE APPROPRIATE DEPARTMENT PRIOR TO START OF ANY WORK WCfHIN THE COUNTY LIMITS. 23. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 24. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 25. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING. 28. AS -BUILT PLANS SHALL BE PROVIDED TO THE COUNTY BY THE CONTRACTOR. 27. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 28. ALL BACKFII.L TO BE CENTUPLED BY THE SOILS ENGINEER. 29. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER. 30. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. 31. ALL NEW 0R EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 32. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE COUNTY ENGINEER. 33. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 34. IF EXISTING UTUITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED S0 THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS. 36. ENCROACMENT PERMIT I5 REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 37. ALL WORK WITHIN TICE HIGHWAY RIGHT-OF-WAY SHALL BE TO STATE STANDARDS. 38. STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR EXTIMATING ONLY. ACTUAL SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE LAB TESTS. A T.I. OF 10 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY LANES SECTION. A T.I. OF 6.0 COULD BE USED IN THE SHOULDER AREA. 39. PROHIBIT PARKING ALONG THE STATE HIGHWAY BY THE PROPER PLACEMENT OF NO PARKING ANYTIME SIGNS (R-26) AS DIRECTED BY STATE REPRESENTATIVE. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRAC- TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR MINCED, IN CONNECTION HI WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUJST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND STRUCTURES ALL UNDERGROUND UTIITISS OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREE''s TO ASSUME IIABILJT'Y AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENT OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- CAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 'fw NO. DESCRIPTION REVISIONS ENGR DATE 'CITY APPROVAL DATE C-2 Added General Notes 6/10/91 BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 633a WEST STATE STRkki ONTARIO 714-467-5705 PLANS PREPARED BY: JEW EGUIRKREC I DL© 136 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL 818-919-5061 ENGINEER: MANUEL A. TOMBO RCE NO 28596 DATE COUNTY OF SAN BERNA(RDINO p lOC� WORKS DEPLWG�4U,il1 K 4 DRAWN BY: FOOTHILL BOULEVARD STREET IMMPROVEMENT FROM 320.09' TO 650.19' W/0 CHERRY AVE. CUP/90-0075/W144-81 APPROVED: CITY ENGINEER RCE_______ SCALE: HOR. 1" = 40' VERT 1' = 4' DATE: DWG NO. ONSTRUCT A.C. OVER 4' (MIN.) CLASS 2 AB SHT _ 1_OF _2 L } �_ - -- - _ - - - _I — _ _ _ - - - . - - - _ _ 1 5-- I ._- - — _ _ , Sitr- 2 ` _ CblEk -{ �G • I - - -- - - -_ -- - -- - t - - - - — - _- —LL- _ _-. z __ _ _ - - - - _. .- - - -V - - ---'— -- _ _ �� t --- --- _ _ ram _:. - 1 _ - 1 - a - �- -� ■ • saamaMIC - - a�sas me a.. - r mom- - - m'Y i _ � q '= S r i 1 _ } • 425�.- _ - - I as»v�Q:a a - _ 4- r-- sail ,r I - -- - --- = OPT 1 - - y - - 15- - �� - 1 4 ` - , { r r • �T i - J a 440 41 42 43 44 45 I 46 a 47 48 3 3 3 9 I 49 I a I 8 A 3 a 3 9 3 3 3 a a ZEST. 33. VCP 3111113 I I • / / \ ` - I n ac R/W a mil-- c ^CUT `} M 03 in - 'f•' / SA LINK N-}' 4- 4-d- vi + r 449 + 43.93 Q INT.C' EXIST. PAVEMENT ® [FOOTHILL ee BOULEVARD et 89'24'00' E © _ TiN at ►ti_ �vaawaspiirraw, w ---1-. EC 6' WATERLINE der :1 TAPER�10:1TAPER— — — EX 3• GASaAgeliglirrAerarrariraair'Aarllira air -T ' SCALE: 1" = 40' � '........':'.' G KC 12' WATERLINE ........ _..: ..:. .::::: :.::;.,..� ' - � :'.: .:'. : ' � .: :.. .: ::. ... ... . .::: ... TOP03ED � b . , m 2 0.5' J t 25 R/lf I 1 TYP. r cog c! s. dr —� H m" 7 + to v Tryp. ICJ I j 0 DITh O * a II w L Z a / - © g o 2 a Ln �� W S W R. I Q I I 1 BENCHMARK: CITY OF FONTANA SURVEY DISK STAMPED 7-18-70 ON TOP OF CURB AT SW CORNER OF FOOTHILL BLVD. AND CHERRY AVE.. 96 FT. S OF FOOTHILL, 30 FT. W OF CHERRY, 2 FT. S OF' ANGEL PT. ON SW CORNER INTER- SECTION. ELEV. 1230.454 d CONSTRUCTION NOTES: I Q CONSTRUCT A.C. OVER 4'(MIN.) CLASS 2 AS. N C.C. SIDEWALK PER S.B. C. STD. ® CONSTRUCT AZ-B CURB & 109. GUTTER PIER CALTRANS O STD. NB -A, OVER 4' CLASS 2 AS. ® CONSTRUCT DRIVEWAY APPROACH PER CALTRANS L STD. N8-A (We40', X=3', CASE C). ® REMOVE EXISTING TREES. ® TACK COAT & CAP OVER EDGE OF PAWVEMINT. © INSTALL TRAFFIC DELINEATORS PER CALTRANS STD. A74-A (CLASS 1 FLEXIBLE POST WITH TYPE G REFLECTOR) I r�np // p I v © PAINT 4' WHITS TRANSITION STRIPE. 0 GRADE TO DRAIN- 0OF PAVEMENT MINIMUM TM THE EDGEATE - COUNTY OF SAN BERNARDINO AND PARALLEL STHIGHWA, NO. DESCRIPTION REVISIONS ENGR DATE CITY DATE [DURUM WORKS DC pG^QG�4[I C� J1� BPPROVAL PLANS PREPARED BY: ® GONSTRuG)" STREET- �t6H1� PER clTy Sty. BURGUNDY CENTER FONTANA DRAWN BY. SCALE: LW FOOTHILL BOULEVARD HOR. 1' = 40' ART PIZZO DEVELOPMENT EaMOREER0�S VERT I' = 4' 136 1/2 S. GLENDORA AVENUE SUITE 2 DESIGNED BY: STREET IMMPROVEMENT I DATEWEST : edward james reese, arch. TEL 818-919 506117eo FROM 320.09' TO 650.19' W/O CHERRY AVE. 633a WEST STATE STREET C 3 ONTARIO 714-487-5705 ENGINEER: CHECKED BY: DWG NO. APPROVED: MANUEL A. 'COMBO 28595 CITY ENGINEER RCE sin 2 OF 2 1 WIDEN ROAD WAY TO 52' 9/14 RCE NO DATE PE ,a 111011101111101FIVEMICERNI BLVD W z ¢ W z ¢ RY� 4 W z ¢ DAY CREEK d [a z w 0 0 BEACH W < W z r� d �.� BASEJ.TNE FOOTHILL PROJECT a x U �`� �`'�\\ SITE \ BOUJ,FVARD I0ND AVE. d VICINITY MAP N.T.S. BENCHMARK: CITY OF FONTANA SURVEY DISK STANPED 7-18-70 ON TOP OF CURB AT SW CORNER OF FOOTHILL BLVD. AND CHERRY AVE., 96 FT. S OF FOOTHILL 30 FT. W OF CHERRY, 2 FT. S OF ANGEL PT. ON SW CORNER INTER— SECTION. ELEV. 1230.454 NO. DESCRIPTION CITY OF FONTANA 8353 SIERRA AVENUE P.O.BOX 6226 FONTANA, CA 92335 714-350-7610 SO. CALIF. GAS CO. — DISTRIBUTION FACILITIES 570 4TH STREET SAN BERNARDINO, CA 92408 714-884-9411 OR 800-422-4133 SO. CALIF. GAS CO. — TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 714-529-2889 OR 800-422-4133 SO. CALIF. EDISON CO. 1351 E. FRANCIS AVENUE P.O.BOX 513 ONTARIO, CA 91761 714-947-2996 — UNDERGROUND POWER 714-875-5100 — TRANSMISSION 213-837-1233 — PIPELINES, OR 800-422-41323 GENERAL TFT,EPHONE CO. 245 N. MOUNTAIN VIEW AVENUE POMONA, CA 91766 213-637-2257 OR 800-422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 E. 3RD STREET SAN BERNARDINO, CA 92408 714-383-1665 PACIFIC TELEPHONE & TFLFGRAPH COMPANY 3073 ADANS STREET RIVERSIDE, CA 92504 714-359-2585 OR 800-422-4133 FONTANA UNION WATER COMPANY 16779 SPRING STREET FONTANA, CA 92335 714-822-9199 FONTANA WATER COMPANY 8840 NUEVO AVENUE FONTANA, CA 92335 714-822-2201 MARYGOLD MUTUAL WATER COMPANY 9715 ALDER BLOOMINGTON, CA 92316 714-877-0516 COMCAST CABLE 8561 NUEVO FONTANA, CA 92335 714-350-2388 REVISIONS ENGR DA 1'L APPROVAL DATE C 4 8-10-91 BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 633a WEST STATE STREET ONTARIO 714-467-5705 GENLJ. NOTES' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT :ITANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHAH BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO PERFORMING ANY WORK WITHIN THE STATE HIGHWAY RIGHT—OF—WAY. 5. PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON THE PLANS. g TERMINATE ALL 4"- HOUSE SEWER LATERALS 3' INSIDE THE FRONT PROPERTY LINE WITH A PLUG, 12' BELOW GROUND LINES. 7. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 8. "AS —BUILT' PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. g, ALL SEWER LATERALS SHALL BE INSTALLED ON A 27. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 10. SEWER CONTRACTORS SHALL CHISEL Sr IN THE CURB AT THE LOCATION OF THE LATERALS. 11. MANHOLE FRAMES AND COVERS TO BE CONSTRUCT Ell BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 12. AIL STATIONING REFERS TO CENTERLINE OF SEWER. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 13. PROTECTION OF AIL EXISTING UNDERGROUND UTIL TIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NC'"'. 14. NO LATERALS SHALL BE PLACED UNDER DF.VEWAYS. 15. THE ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS —BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OT THE SEWER SYSTEM. 16. STREET INTERSECTION CENTERLINE DISTANCE TIE—IN SHALL BE SHOWN. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRAC— TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AT I.FGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. AIL CHANGES TO THE PLANS MUJST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER CF THESE PLANS. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENT OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PL..BLIC RECORDS OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE— CAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTIITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTB.TTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PLANS PREPARED BY: 136 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL. 818-919-5061 ENGINEER: MANUEL A. TOMBO RCE NO _28595 DATE CITY OF FONTANA PU LuC� M'/n OORKS DL�GQG�`Tnf�nlCMn7 DRAWN BY: DESIGNED BY: SEWER PLANS 14485 FOOTHILL BOULEVARD CITY OF FONTANA CUP/90-0075/14144-81 SCALE: HOR. 1" = 40' VERT 1' = 4' DATE: CHECKED BY: "/ i �— APPROVED: CITY ENGINEER RCE DWG NO. SHT 1 OF 2 1 ADDED GENERAL NOTES AND BENCH MARK mainimuniut n Imp..um�uimoll �am� INIIau1m�Io 1mnir�u1111111 �m111111111111� 111 IR11111111 IIA1AI@I®u NUI IIQIN�AII______ IY�I��E�I:���°i��i '1`,II ii �N16YuimlmY� IU ICI I I�11�■® , ,i W10'1��l6�i1163 i! �i is 6A��AYIIIRMIER '7 ,_t °l. I' 7'La H- �.Y MI5 NM wwww EM A..a rS� _ �' ■ pis �.c:7�w� ==ILletlettO.J.. 0:IsalE Mit ..- i Ma �Mintil g ■ ■■■■ais■■Ti■�i���■A■■■ --_ =-- -- —�— l_._-_ __--_ rir • 411116"-- II Fir- an am. net Mil Nomagill Is —mr... -- -,.r ._._,.., vv�rnu.ww`:w�:.vm_a 11 III■ill■illl■ 11=111EIMMIIMDnA"I==ra=r illa • • —�I����il■�' I&%:1r ilinnn�i�L7,tili� 11 Ina M IMMPINO El ll sw�•�i'�w sl-� w �r;iia- `ram � iiiiiii,ai ��� ����� ��Pr —1 • , Clime1E11_ II■II■li■II■Ili��'__—� v � Ell sr. fan aiiiCr c -� - .r - Cif s S al Noes_ 64/"CASE /5- C- A ern rera/ r /gA//v' !!//Tf//UJ/N• DF 6 cave err5,ecCA PC4 D U///, tZQ s722/2A0 40/71/s/'. 3"GAS_. 1 .. /2° W= _ 1 ct9,s' t B "cic.° 1T Are' ATO. ¢4r same GY/rf/ /°aac-lTne69D. 13Lei, cae/sr/4//cT/O%' ,/ores <4STACC 49 "ec./0 se6e/e td//v /WfWC? " «CF SC6!/' A'A'/'V lot ✓JC/l i rr/C0 ,/CHIC&(/ CD,t'tt. .S'T1J. ,vl-tQ4'Dlce, ,452 4-777-- pT /"D,//TX/t/A S7231. //2 tea' Ca' c fl SUGG'Cf2 /41A/iv 07440 ere d9' rc, rea./e7 . (1 / / S -3C , /-A CNTyt, ere sreee, D ,15eti '( t.0-" `'i zA& k.t -' \ 1')-() �N1rodcG'�p � Plan and Profile Sheet G.M. Jr. (213) 699-8440 111111.1111111111113111 IIlilulI■I SI Sr. /D CUYDC fat-4 /2e /2/a/ TJf5CDCD/CATCDrD C/TY pecire m.€41 SCa«. / ¢o =—I MANHOLE FRAME 1. COVER PER 5-35 014E 3' ADJUSTING RING (OPTIONAU STEPS PER 5-17 WITH LEGS SHORTENED TO FIT. REDUCER 1 24•MA%.- 12"MtN. IF DEPTH OF MAN- HOLE PERMITS ww" r�eogre/al��•aa f-0-0' MIN. (ACROSS BASE) —H L74Co,56 t'_1 PCTthtk /0 'MAX: facone CU/sn re)e- Te47.7q2/2 Y de- ,°/20Tm'CT get /2 6v'OTCfQI/,/C APO 2 VG cas4s , 'Cr/D,v. s e/Dt2/A r rD , 5,///92e2 'D MY c/TY cv'C4MC4r? A/2/o/1 To c'D,,,AsTRccT/o/v. /°ndo/°9SCD B"//- c-'p .CZIC/C/1 SWCZL L/ - f 9 TA'/G_C /30111 cgCQD Ca- scize.e) /1',14,0 SV2e See ecfco /44>r/vc Sole cCA4,°4 TO 90% "M . % 36" OR 42" O.D. ---10" 0.0 f-- e„ TAPERED CONE MORTAR NOT MORE THAN 3/8" THICK OR APPROVED JOINT SEALING COMPOUND. JOINT DETAIL OPE 3" ADJUSTING RING (OPTIONAL) CLASS 470C2500 CONCRETE IN BASE SECTIONAL ELEVATION A -A 0 c'X /9=WTlc/TYcesc,.c/T crAl go !/. CA- /.vre&ce" °T/'2 o 12v4 r, �al -. SctWc/Q, c/TYOf/`ox/nv4 cX 8/ '2C/0 S? ,2s 4o/24//5/, cznt cVf /`ex/a4'd Dww/'G. - . //G9 3° GAS J2 W co/4yr e'Vcg 717A/C ATO tor• slo/'% av/ram •Itt' p -c c-1T r4'e 040 BENCHMARK- SEE sill: /12 REVISIONS IENGR TATIs g0- DATE INLET INLET PLAN OF BASE BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reuse, arch. 633a WEST STATE STREW' ONTARIO 714-467-5705 24"DIA.— 1 L �I NI� 3"-1 30' DIA. REDUCER RING AND ADJUSTING RINGS NOTES I. CONCRETE BASE AND STUB WALLS SHALL BE POURED IN ONE OPERATION TO A POINT 2 IN. ABOVE THE INLET AND OUTLET PIPES. ALL PIPES SHALL BE RIGIDLY SUPPORTED BY TEMPORARY PIERS DURING THIS OPERATION. CONCRETE SHALL SET FOR 24 HOURS BEFORE PLACING PRECAST UNITS- 2. CANCRETE FOR ALL PRECAST UNITS SHALL SE COM- PACTLY VIBRATED IN THE FORMS. IT SHALL BE CURED ACCORDING TO APPROVED PRACTICE EITHER BY STEAM, SPRINKLING, IAEMBRA NE SOLUTION, OR A COMBINATION OF THESE. IT SHALL DEVELOP 3500 P51 OR GREATER STRENGTH IN 26 DAYS. 3. STEPS SHALL BE CAST IN PLACE AT TIME OF FABRICATION OR PLACED BETWEEN RINGS WITH 16 IN. MAXIMUM SPACING BETWEEN STEPS. 4. THE DEPTH OF CHANNEL SHALL EQUAL THE PIPE DIAMETER FOR ALL SIZES OF PIPE. FOR SPECIAL CHANNELS IN TRAP OR GAUGING MANHOLES,SEE SPECIAL PLANS. 5. THE TOP OF MANHOLE AND THE STEPS SHALL BE PLACED DIRECTLY OVER THE OUTLET OF THE STRUCTURE EXCEPT AS OTHERWISE NOTED ON PLANS. PLANS PREPARED BY LE OEFAIRfil ''C7 136 1/ 2 S; GLENDORA AVENUE SUITE 2 w sir co51N9. CA 91790 Tt.1,, S16-919--5061 ENGINEER: Y/7 6 M/4' l0 ',19AX'. \ 5./7/ \w/ co p4'=D/I. sycec c r/4'7 (% "TA/cW) `VC/ sec c2 "4.4:4 ! afd Gt'/7? _WOO • sTA/ trcerr street Asz os- �T ./- //vrU'a1CS' 3- .4',c$" gcD61.4140 s/e/OS' 4C tC ce,4,6-7w / Cfl 4'6A.v1 "COO 2,e9a .V'J'T/7Gca ece(!T/D/f/r S,/zte"c /9611 re team/OO /°/1/6/I TC f/lC//91C CAJ'7M7 2 Arc w tte a//T//,se sTATa /e/asp' s//<rll Co fl,R." TC GrCT/1,cc/s s/geC/f/e1T/04r. C'I S'AS'C r6ree 46 ✓IC.C�C/J 99DC4 e` 9Cj/-//CC /94UCC 4QD Sr?c/CTU• 1C s'CCTiosc. (5 - T.//e ✓AC/ub'c 0/2 /90/2/4k7 Mc7W,49 . • evor of cvsze/C /040es' sac /9e Ceoreo 4W0? 'XD T//e cgR/2/ afire/ A /°4a/lcn //v /°wire / WJ' Of /'.WR/s ofl CcrcWTAa ' 'vine/ A S%IA4' BfZ.v/N'C ccer 'D/? .zweem 4'CC AT T//e /967-73, 1 'f fire IO&WA'r e s/De o/C/Cr: S ce4�&e,e CDa/�l//G lr /�averow' r, Tec 4,4 iMPCPTeNT,NOTIC:: Section4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FREE 1-800-422-4133 Two working days before you dig ,DR?!r; BY: PUELEIC 'WORKS KS DEP&r Ur1 ilagir SEWER PLANS 14485 FOOTHILL BOULEVARD CITY OF FONTANA APPROVED; CUP;/90-.0075/W 144-S 1 SCALE: HOR. 1 = 7ERT 1' DATE: DWG NO.,. GENE R.A,L_ NOTE S I, TRAFFIC 5TPlPIN6, PAVEMENT' MAR4tN6 4140 ' •AFFlC 61414h �IIALL CONFORM To IlE LATe.2r Ei iT1ON OF TI4E 6TATE CF CALIFOPNiA TRAFFIC MANUAL.. 2. TRAFFIC 2I6Nh AND PANT h' 'ALL MEET OS E'XGEE✓ -Eke 6TATE OFcALlroPNiA 6TANi'7ARns ANn 6PECIF(CATIoNe/ 3. ALL PAVEMENT MARKINGPLLLGEr7 IN TINERMOPLASTIG. 4. LW ENCR0461-1MENT PERMIT i6 REZIREr7 BEpORE ANY WOK M0,`I' bawl IN OS NEAR T4 STATE Flou j of Way. St.t ca,vrs,CLINE f 7WJLL ,3hV,7. p 1, o? o e F u T u R. E IU E[ A N 126.1 7 MEDIAN- haE hECrsO J µr. -2 r n= 40' 33o. 1 ' 6-G .SLs' /20' fisEveR05 I1 241 DETAIL Se5 GI44NNEI.IZIN6 LINE 8 +IhoLlr W:IItt • T"y!'E Cr MA(2E;E(Lg Guava __ , c,az- rr2Aw t,- ,y .o/N FMG-105 2A 10001 ± MATCH-1 E$IE;TING ro 'VNE67 hDUT N of CENTERLINE to f,FG9NI1 II i W' 41 hIGM ANI"O PAVEMENT MARK-1N64i hIGN•AL AUEAt2 " lEo' - IGCaoF IN AGVANGE OF IN cR6EGTiO'1 I-DC.4 V71v OF lea" LaTEL2 TRAFFIC POLL 4"VUUITE FELINE FER DETAIL 27 A LXATI0F4 of geLt.+CATEO ST e t,IAME 4 PQrURE FAihE� MEQIAN CENTi R L I N E F IE-1I LL P oULEIVAr 1.% SLID OOUP2LE YELLOW L•If4E ' PER PETAL 22. 4 j1 ra4i.lEn w1-11TE h1121PE , DET'AI L 1 t1ARICEge INe'TALL. I24IEO PAVEMENT MARKER* DETAIL 32 T(PEIV (L) WUITE ARRoN 8 'fl1or.;' oLln VNNITf; LINE 7ErAiL 35MA?WERA2 YEL60W LINEDETAIL 32 TYPED NAY M,4Z M': R. /Co NO PARKING ANYTMEn fit/^1 PANT CurtRE0 S 41 gIGUT TURN ONLY The meet location of AIL SIGNS shall be determined in the rield by the State's repreeentetive. ALL conflicting exiting and perement markings NOT SHOWN on the play MAIL BE R>b(OVED from the pavement by sendbbstios by the contractor. ALL signs, roadside markers, electrollere, etc.. SHALL BE PROTECTED and/or REPLACED in -kind a000riti g to the current State Standard Play and current Trafli' Manual, at NO COST TO the STATE. 4" pot<701_:7 wulre LINE CHEW PAVEMENIT 4 L'w r; E W 1-1 17 E �XiY-I17 UNE Fura,ce 24ZA/5EO ME.2IAN 5E0 4 2vE FLAN (par. 82691 1' c18•o PAINT CUR o Pas ko G4LloURL2ES (�U!�C•UNny GEN 330.1 I-oT' 1 `T <o 7. 0 ?OGJG ;J l (BEN 1 NP 1VMIAflz.,N C loLI\ly /2o REYEk� 'r tre GAL rgAN& .4/ E co,<YE ll 46l - o DM F/C. 405 2A 0 _ m 1' ! 14o1• PAVE l7 AREA EXIhTING MAWS-1N6 LoCApoN4,7 ThJG 1N6 srrEEr NAME '9IGN G1 EXI6TINC TRAFF(6 pVU. o'C PYU R6UN y CEN-Ec 93o. )1 Awn EYaiNo PEE221GN I II t 24-o M-oB r Y EA13 NY G r7ETAt L 22. 411 41A-ovlryps O 2WA'( MAR* '9 MA GN E$rri`ING • To EAST V H of cevretz.LINE 4 Fo-,7- L-L. \-ReLoc4TEo GPeao LION NEW PAVEMENT" 20.'I W et u) s U N F0o7-41 I. I 'L- / tM EXISTING r�-LYc OF PAvEM1HT �Zo- t-11 teo7 i zi �XI�M1No v1OJk, AN) VARv FLA N 1- ,II ' 401_oII tO, N i 4 WAIT a.... 32 Rn,. n'G'n I 2e L:w' I - 2. I Ir NOTE A: 1 SO FT A.32 SO FT WORD MARKINGS ITEM SO FT R EMTSO FT ITEM 450 FT 1} ITEM 90 ET Fxa 2 YIELD 24 OWE 'JRD stow 23 •CD...CI' 22 NL„1Aw.Y; 43 w 11140[415 ♦, Ill If A MESSAGE CONSISTS OF MORE THAN ONE WORD. IT SHOULD READ OR' IF THE FIRST WORD SHOULD BF NEAREST THE DRIVER 111 THE SPACE BETWEEN WORDS SHOULD BE AT LEASE FOUR TIMES THE HEIGHT OF THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN TIMES THE NEgNT OF THE CHARACTERS THE SPACE MAY BE REDUCED APPROPRIATELY WHERE THERE IS LIMRE0 SPACE BECAUSE OF LOCAL CONDITIONS LANELINES (MULTILANE HIGHWAYS) DETAIL 9 �Lr... DETAIL 9 -• - DETAIL 31 Ir---.wr.)-Me -.-Ir + 2.. 1 'RONT 31Clc +M1. Whit *Sty LSp 'Yeti sem •.NM Wain. I5 q Vq.. 22233 Ml.yp n.< WOOZY of a.npN' Melt a. cry 2' rqq.. Ml.cn..t.I ..M cyn Pawl a.nwent a'd an*w V Porte .. e. .01.CIy Ono a7MOwr 'I. /we a reflec' -mu o, ale ^w Pam of 4.I10•o1P •^ 1M.11.4 all M. yNOrNMa on Ia wan a. E-I, f-2,.w DELINEATDR REFLECTORIZATION Timmer Z.? _ _ DELINEATOR POSITIONING 4 CLASS l =LExWRr 'OST 71, zes ME -A 'JST DELINEATORS Ton Os C*Le04MA 3E/N01TM041 OF t*urn/WtlfoN q rAg6cr PIA'E MARKERS AND DELINEATORS (al MINOR v011A rON.S IN DIMENSIONS MAY SE ACCEPTED BY THE ENGINEER (5) POSITIONS OF A LETTER NUMBER OR SYMBOL MAY BE SEPARATED BY CONNECTING SEGMENTS NOT 10 EXCEED 2. IN WIDTH DETAIL 12 ti MUTE UNES TYPE G MAP-4ER* TWO-WAY LEFT TURN LANES 11 I 1 (-1T 1 12 -.— 36 — + 12 ---- 36 _ —_-- 11) 12 ' YELLOW UNE* TYPE MARGERS DETAIL 32 f- Y 24 •. .4 C 24 24 -. 24 .152 24 f 4 H.0 + ❑ 0 rt.__.� 1B IZ+ 31i t2 36 L a+ IB ,0 id Al LEFT EDGELINES (Divided Highways) DETAIL 24 + Edge a traveled ray DETAIL 2S Edge of traveled way ll 48 DETAIL 25A v DETAIL 26 o Fe 24 ... 24 .l Edge of traveled way Edge al Raveled way SE 48 a 1 DETAIL 27 F"T'r,.,..: . 1, !1 A `Edge 01 traveled way isi i — L.-.___-.. 48 ---J RIGHT EDGELINES DETAIL 27A • Edge of traveled way (AC) DETAIL 27B i Edge of traveled way (PC C) LEGEND MARKERS O TYPE A WIMe Non -reflective O tYPE AY Yellow Non reflective ® tYPE C RedclearReflective LINES r n 4' mate CMS 4 YeIow 13 TYPE G Two way Yellow Reflective O TYPE G One way Clew Re4ecM. 11 TYPE H One way vellew Reflective OireCton DI Travel ND Scale 4411 MEDIAN ISLANDS DETAIL 28 i z' r1 ,r,uni 12 *CH GRID A = 15 SO- FT TYPE IV (L) ARROW LEGEND MARKERS TYPE A White Non-Yellective CI TYPE AY Mallow Noo-reflective al TYPE C Ned -clear Reflective 0 TYPE D Two-w.y Yellow Reflective (1 TYPE 0 One-way Clear Reflective O TYPE N One-way Yellow Reflective LINES ✓ i 4- White L::. .:>:A 4•' Yellow ea Direction of Trev& No Seal. MARKER DETAILS -I I` rvC Face fa 0125 I 14T 4e TYPE C A TYPE 0 TYPE A A TYPE AY 0 f 1 eery 1 a TYPE G A TYPE M NOTES 1 Miamian Aoiected Area of Reflective Face • 1 00 Square Inca 2 AtMer Need Nol Be Recta'gsw No. DZSCRCPTION REVISIONS ENGR DATE MTT IPPROVSL DATE BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 633s WEST STATE STEW ONTARIO 714-467-5706 PLANS PREPARED BY: 136 1/2 S. GISMORA AVENUE SUITE 2 •ITT COVINA, CA 91790 M. 816-919-6061 COUNTY OF SAN BERNARDINO PUNIC ORKS DEPARTMENT DRAWN BY: DR9IG14ICD BY: GI FOOTHILL BOULEVARD STREET IMMPROVEMENT FROM 320.09' TO 850.19' W/0 CHERRY AVE. CUP/90-0075/W144-81 BOW. 1' - 4111' VAT DAM 1'2‘'! C.5 113IGDiHER: 1111113L. L TONDO RCN NO 28696 DATH CIWC ED BY: APPROVED: DWG WO. CITY ENGINEER RCS_ EIIIIIIIVI 111 IIlvi�i��I� IIIIYI 11111 11 1 11 3 iyasmyymelre ter c-- LIEN=RoL. NOTE I, Tg&FFIC eTRIPIN6, PAVEMENT MARkfNG AN; "TRAFFIC 64N'' eIALL OJNPORM TO 11-IE LATE6T EDITION OF juE STATE Of CALIF0t2N1A TRAFFIC; MANUAL . 2. TRAFFIC 616Nh AND PAINT 'PALL MEET OS EXCEE✓ THE STATE OFC&U RfIA hTANt7ARn� AND 6PEGIFICATION47, 3. ALL PAVEMENT! MARKINGh hL1ALL SE PL4Ger2 IN TNERM0PLA61-16. GT' , 41-1 ENCRozscNMENT PERML T 16 RE2UIREQ 6EFOfze ANY WOK MA`( FJEGLN IN OR NEAR TM 6TATE PJ614T of WAY. EGG, N ;CooI GEN,TERLINE {arN/LL /a9LV/7. --� f R.O ?0ee Fl1TUlR.Pvi 0 i A N ;91. iy gAIeei7 1✓ E0IAN - hEE hEGT}oN 33o. I GG.scet /2v_ / Ash/ C' E �PER, GAL TRAM ta 24' 241 DETAIL se GI44NNELIZING LINE �j II eoLlr7 WiTht - TYPIE G 4Af2K-ERe GU.cVE Hold f/6, ¥05 2A (cool t II W 41 b6 L AN ) PAVEMENT MARKING6 616NAL AuGAt2 " M.5o' - Icrx 1 IN At V. TGE of lNTERSE:rOt. Loc,�; Ic7N OF RE LGr s-rEP reav-FIG POLL ) II 4 WNITE az-ELINE PER CETAL 21 A LcxATIoN of !-ELLr:ATEl7 �T;QEE,' NAME eLOF4 41 MA7-GN EXiTTiNG to NE67- �ouru oFceNTtRRLINe FGrURE f AibE' ME()IAN CENTERLINE F t-d1LL P'oULEVAR OLIO DoLIE,LE YGLLONI UNES PER. NAIL 22 u 4 nA6pED WRITE eTRirve , DETAIL MARaI2-e INSTALL Rat.) PAVEMENT MARKER* PETAIL 32 TWE IV (L) WUtTE LVRROVJ 511'6I05 OLI!J WIaIre L!NE 7 TALL 35 MA!W ' FELLOW LINES DETAIL- 32 TYFE D L HAY M4g 1E,F > R 2(a LINO I'ARv-ING ANIYI1ME II 1I6N PAtiTa-R'R.2 RW R 41 RIG1ar TURN ONLY The erect location of ALL SIGNS shall be determined in the field by the Staters repr..sntattne. ALL conflicting striping and pavement markings NOT SHDIfN on the phone SHALL BE RTdIOYYD from the pavement by sandbtading by the contractor. ALL Mrs, roadelde markers, eiectroiere, etc., SHALL BE PROTECTED and/or REPLACED in -kind according to the current State Standard Plans and ourrent ?raffle Manual, at NO COST TO the STATE. Nina 4oL.r7 Wu;re LINE td�W PAV�MEN T 1 4°'N;I:E WNITE LINE 4. 4. I ` Noel ?AVEI^ 4FeA ME 7IAN 64-0 AG E / PAINr GUt2t g-5 No FARLiA:G ‘21-1oU LDE fL Io /20 / R61/6/2S ,%iw GAL TfAM4 2SN P21.11'GUND CGN T E 3 'o. I Lo - 14 Co ?ROT?OE'✓ hi6N AND MA1 w!NG FLAN II II= 4o-o { E GURYE DM F/G. 405 r 0 as(4TIN6 MAKKING LOCArhNh 1' E)ll IN6 4-rgEET NAME 47IGN G1 - EXihTINC TRAFF,C pOLi. Ice)( ??)U RGUND'( CENT . 330. II G Y� L.o7 I4co ITING SIGN ANr) ivA , =1NG FLAN Ce5 EsgNG GiP c2 & siV 4 II 24 -o 4-011 tr Ct Q �• pETAl L. /2 4° lsw-ova TYPE o 2WAY MARCEKS MA1-G1-1 E$IocING -To EAhT, 2UI7H OF GeHyE(LLIHe \\-R(,aC24r'En sPt,EO e;GN Nevc PAva-MeN T 2o.'IL Fo0-5-4ILL. EKI9TIN6 EGYE OF PAV cM E 1,17- -o li 74,\1/2 WORD MARKINGS /TEM SO FT REM 450 FT ITEM 50 Fl ITEM BO FT aw0 21 NLa ? 1. 1 Pea t 0440 11no t ScCL 1e 5l02i 23 C044011C12 IC wur 'c g ' 10 ._} .. 32 VV1PwY .wA1 tMO I 6 ' WM 22 1Fr, 'vFwaEa . 41 Rgw2 2e wra( t I NOTE (II If A MESSAGE CON51$TS OF M000 THAN ONE WORD IT BN0E1D READ 'UP' if THE FRS; wORD SHOULD BE NEAREST THE DRIVER It) THE SPACE BE TwEEH WORDS SND0.D BE AT LEAST FOUR !WES THE HEIGHT OF THE CHARACTERS f0R LOW SPEED RDAD$, BUT NOT MORE 3HAN TEN TRIES THE HEIDII! Of THE CHARACTERS THE SPACE MAY BE REDUCED APPROPRIATELY WHERE THERE IS t WITE0 SPACE BECAUSE OF LOCAL CONDITIONS LANELINES (MULTILANE HIGHWAYS) DETAIL 8 -*L melm- Ir. - r+....-12- L� L_J 6 DETAIL 9 y r 7 E•, DETAIL 31 '1 -"PE 4EF.EC'04 ..224 -RONT )AC; roofs Mtn, ISM 3 0 N,ll. •4w. 2411444 NON, (411011 224I5l41M 4012.• vo-54 Yc�w �Mi awl art Wel of w.INm> iwN of ow :- rwOr, 'NlfeiW AFT 2 w6* 0241" W 'TM 31 'KnOwt ..nw • O. -Y `VIM 31 (11/11610214010241 ay •1f 443Y of 0 irmAur'a of nau4a Wn w afgmua an The Olew w E-..P-2. ttt DELINEATOR REFLECTORIZATION 0 a _. DELINEATOR POSITIONING “J `MN !teap f N1lW I -4».111 :LA93 I FLEXIBLE POST 1 _ ALCAL 'Osr DELINEATORS A3e Of CA1e0*1w JYI,4T210.11 Of 1Pura GOT,ir0 7-4F;(f.E. MARKERS AND DELINEATORS pl MNON 6ARIAE0NS N DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER 151 PORTIONS Of A LETTER. NUMBER OR SYMBOL MAY BE SEPARATED BY CONNECTING SEGMENTS NOT TO EXCEED 2' W WIDTH DETAIL 12 y`... ,— IT la u � rth > UNES TYPE 4 MA?i:EIRe TWO-WAY LEFT TURN LANES - 12 - 36 — Am 12' Am-- 36 DETAIL 32 r 24 a 24 96 ❑ ❑ DETAIL 24 DETAIL 25 24 o 24 .H ❑ 4 L_J 1B 12— 36 H. 32 .l. 10 YELLOW I4I`..1/2 TYPE t'7 MARkaR4 24 -. 24 - ❑ ❑r a .2. 12 AN 18 - 10 121 ( e LEFT EDGELINES (Divided Highways) Edge of eavele0 way ® lEdpa o1 traveledtraveledS' way - I L--_ - 48 DETAIL 25A 0 - 24 DETAIL 26 24 .J Edge of Bartley way Edge of Raveled way O 0 08 DETAIL 27 Edge of traveled war (♦ - I; —0- DETAIL 27A 48 RIGHT EDGELINES /-Edge a Ba2eloawal (AC) DETAIL 27B Edge of Bavele0 wny (PC C) LEGEND MARKERS O TYPE A While Nm+etlecllve O TYPE AY Yebw Non reflective ® TYPE C Red -clear Relkcnve LINES f=� CADTHMI 4 Whit 4 Yelow ❑ TYPE D Two way Yellow Relkrin. 3 TYPE G One-way Clear Retlecyve 17 TYPE H One way Yellow Releclwa ere- Dve811M of Travel No Scale 0 ❑ L MEDIAN ISLANDS DETAIL 28 12'mnmum 1T INCH Mp I2' A=15 SO. FT. TYPE IV (U ARROW LEGEND MARKERS TYPE A WNte Noo reMctlre 0 TYPE AT Yellow Nocriefl.ctlr. DI TYPE C Red -clear Reflective ci TYPE 0 Two-way Yellow Reflective I% TYPE 0 OM-wey Clew Reflective a TYPE N One-woy Yellow Reflective LINES 4" Welt. r-- T, 4" Yellow se Deectlon of Travel Ile Scale DETAILS RaBeLraye Fate .00 r rest! J ega2r TYPE C a TYPE 0 4 MARKER ta! a3t-'-T7 Aifl Al TT! A & TYPE AY r ewer l TYPE 0 R TYPE N NOTES I Noniron PTC$cted Mae of Reflective Face .1.00 SOWER Ina 2 Marker Need Not Be Rectangular NO. DLSCViPTION REVISIONS ENGR DATE I 1PPROVAL DATE BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 63341 WEST STATE STREET ONTARIO 714-467-5706 4 PLANS PREPARED BY: IF' EfrIGINEERBRO 136 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL 818-919-6061 ENGDQEiR: MANUIL A. TOMBO RCE NO 28596 DATE COUNTY OF SAN BERNARI?INO PUBLOC WORKS S DEPARTMENT DRAON BY: I%J DESIGNED IN: �J CRECEED BY: FOOTHILL BOULEVARD STREET [MMPROVEMENT FROM 320.09' TO 650.19' W/O CHERRY AVE. CUP/90-0075/1144-81 APPROVED: CITY ENGINEER SCAM Ho 1 - 4i0f IIvI 11 1 fl, 11 hill fill 11 fll immiavnir IIn■I■111111111n.■Iirn i1niriit' e1� 1 •rn t[f A } � IBIVIIIIII IIIE'ulIE(IIIIENNIIKIIIIIRIMit]IIIItlgialtlIgNfi1VllIIIFIII91'IivUIIIf1111111111WImitnuotlimictiiiiinatiIfINIiIf1IfIlOmainunnaCbllwunaiginmuuti lsalttalioeatwsimmismilluauntthi n+uue.wanitinissumerumau:4.... +. WM "e,.. ca PI AVENUE AVENUE �'4+ W Z d DAY CREEK Fa d W z 0 b BEACH COE'z W d BASELINE* FOOTHILL PROJECT NN NN a a -,NM RITE N \ BOULEVARD MID AVE. VICINITY MAP N.T.S. I/8" Bend Vitrified Clay Pipe Stopper Cemented In SECTIONAL ELEVATION r- r �s _L I- 171/2' I SECTION A -A NOTES' I. Cleanout Frame and Cover, Alhambra Foundry No. A-!240 or equal. 2. Ciass'A• P.C.C. Io be use in all sew construction. The Maximum distance to manhole downstream shall be 1501. PLUG /OLIO CL-EA/JOUT PET -A -IL v I. Extend both ends of cradle or encosenent co a point one inch Short of 1st. Pipe Joint beyond locations specified on plans. 2. Apply form oil, thin plastic sheet, or other acceptable material to pipe, to prevent bond between pipe and concrete. B concrete for all cased. Special Catructitn- Cwtruet 8' CLP with puelnnEal joins or a' Y.C.P. with spear runcrete eneate ent per details shove or r KC► grsittd in cant/won steel siting. Lark nit be. 5' char meth catty boot water wain. Special arwitruftian still se rrca/tery where sanitary oattr nen or Mtrals Tare Set Si It' of sheen MtWatf the bottom ./ rain afar resin end the sop of the setter. Spseri Stier will K rrscteeery start the eMtrlract Oats* ere teesone of a ss a Lessors SS the sup s1 the sew wow is betaars ao sea ThN ersitien it ad oempwltl M tot project• fevc.P ENCASEMENT DETAILS N.T.S. Std Manhole Frame 8 Cover I/2'Cement Plaster 8" Brickwork Variable 8" Min. eJ a 0 Concrete Shelf „ \it Shelf Variable I- NOTES' For 15"sewers and larger, turn 8"Arch over pipe. 2. For 12" sewers and under, turn (Arch over pipe. The lowest manhole step shall be placed not Ins than 16' nor more than 24 above shelf. 4. The upper manhole step shall be placed between the tonal the manhole and the manhole cover from and shall protect not more than 5" inside manhole. CITY OF FONTANA CALIFORNIA STD. STANDARD DROP MANHOLE ,'DETAIL For 6' to 36e Pipe Scaleri"=2' III C-4- NO. DESCRIPTION REVISIONS ENGR DATE APPROVAL DATE 1 ADDED GENERAL NOTES AND BENCH MARK 8-10-91 CITY OF FONTANA 8353 SIERRA AVENUE P.O.BOX 6226 FONTANA, CA 92335 714-350-7610 SO. CALIF. GAS CO. - DISTRIBUTION FACILITIES 570 4TH STREET SAN BERNARDINO, CA 92408 714-884-9411 OR 800-422-4133 SO. CALIF. GAS CO. - TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 714-529-2889 OR 800-422-4133 SO. CALIF. EDISON CO. 1351 E. FRANCIS AVENUE P.O.BOX 513 ONTARIO, CA 91761 714-947-2996 - UNDERGROUND POWER 714-875-5100 - TRANSMISSION 213-637-1233 - PIPELINES, OR 800-422-41323 GENERAL TELEPHONE CO. 245 N. MOUNTAIN VIEW AVENUE POMONA, CA 91786 213-637-2257 OR 800-422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 E. 3RD STREET SAN BERNARDINO, CA 92408 714-383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADANS STREET RIVERSIDE, CA 92504 714-359-2585 OR 800-422-4133 FONTANA UNION WATER COMPANY 16779 SPRING STREET FONTANA, CA 92335 714-822-9199 FONTANA WATER COMPANY 8840 NUEVO AVENUE FONTANA, CA 92335 714-822-2201 MARYGOLD MUTUAL WATER COMPANY 9715 ALDER BLOOMINGTON, CA 92316 714-877-0516 COMCAST CABLE 8561 NUEVO FONTANA, CA 92335 714-350-2388 IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a Dig Alert Identification „Pe rumbeer be'S issue before a For your it toDiewill be valid. Under g Alert I.D. Number Call ground Service Alert TOLL FREE 1-800-422-4133 Two working days before you dig BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 633a WEST STATE STREET ONTARIO 714-467-5705 PLANS PREPARED BY: ftEHODHEERNO 138 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL. 818-919+75p61 / ENGINEER: MANUEL A. TOMBO RCE NO 28595 DATE GENERAL NOTES' ALL WORK SHAIJ BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO PERFORMING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. PRIOR TO CONSTRUCTION OF THE WATER, SEWER OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON THE PLANS. 6. TERMINATE ALL 8" HOUSE SEWER LATERALS 3' INSIDE THE FRONT PROPERTY LINE WITH A PLUG, 12' BELOW GROUND LINES. 7. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 'AS -BUILT' PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 8. g. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 10. SEWAR CONTRACTORS SHALT CHISEL "X' IN THE CURB AT THE LOCATION OF THE LATERALS. it MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 12. ALL STATIONING REFERS TO CENTERLINE OF SEWER. THE SE WAR CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 13. PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT. 14. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 15. THE ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILD INFORMATION PRIOR TO CITY ACCEPTANCE OT THE SEWER SYSTEM. 16. STREE'1 INTERSECTION CENTERLINE DISTANCE TIE-IN SHALL BE SHOWN. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRAC- TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUJST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENT OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TARE DUE PRE- CAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. V BENCHMARK: CITY OF FONTANA SURVEY DISK STANPED 7-18-70 ON TOP OF CURB AT SW CORNER OF FOOTHILL BLVD. AND CHERRY AVE., 98 FT. S OF FOOTHILL, 30 FT. W OF CHERRY, 2 FT. S OF ANGEL PT. ON SW CORNER INTER- SECTION. ELEV. 1230.454 /Hi 6:1• of Tio occavibigi S64& aS _�U2 j 1-0�/,,�,P, Ls �o1 rlr/Pero L. DRAWN BY: M.F.F. DESIGNED BY: M.F.F. CHECKED BY: E.I.C. CITY OF FONTANA pot o LOC MONKS NKS IDERANTMEHT1 SEWER PLANS 14485 FOOTHILL BOULEVARD CITY OF FONTANA CUP/90-0075/W144-81 APPROVED: _1L - CITY ENGINEER RCE 1-. SCAI.F: DATE: DWG NO. SHT 1 OF 2 1 _w ••_— _ �.a -.wrla�ir _ Iarlt ars iMA WSJ 6wc1re /S /41.l�v G /Tf/M//V• DF G Ca/Yr/Pere . ee AI/PcPaW C/ C/2 272/e/f l D/1w/4' /cr/2 DCTA/� o t/ .r4'dt7 / E� .M. . • — isElka . ia." =i i rim . 7Aam4 MI -7 M. vii of .v. ADD Li C - .&2 "(/C/° reGv�/2. e /--c9 "C/1 ,zez.I/C ,4'e&eo/S&. c* JJ seat. 572r&C sezere ✓,Ccr rCa4Crl "leis Ces. /Peep ,Der.!/C ,5/WCeR Q. na, GA 5 / /2" W cli&SXB"ec/°,pr/°ll -Ta4'n re#ee a"Pw /AC//CATTE/eLVD, /1 - C%vckc fce7, PF ` ��) DErnti-. 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CHECKED BY: rz CITY OF FONTANA G UBLUC WORKS DD [ U'QflER117 SEWER PLANS 14485 FOOTHILL BOUT.FVARD CITY OF FONTANA CUP/90-0075/W144-81 APPROVED: �I Ii f 9J CITY ENGINEER RCEsHT 2 OF SCALE: DATE: DWG NO. ti 11 i m 11111111111111111 iq ,ll; 19111 RI I IBM III Ian p -��__ Jal aa� klOS eav lilLakilla EzElla _ ii•INla laliit _ _ ����a=ai OM S� a a_5:7 •v.aa_ aate•= av�.• ��••ME rL'a ►_— aaaw lar 1Y I%Ya•11 L!'F1J1� rrw�• �. ias'sui Jy •• SW • MEE la-lIca.- �r i rsa•� — w.vs..ris_� ri iiii-Fr. Wen Sea Mar a_� an.rsr.•c r. �iv...�--a_a� a a rv.� i_5 e —— v,wri Ala a amaraaran NV .• 5 •.�a_C irrsi— iii•fl • .aj napa Ilan• i Iiiti! �r-We •--_ram_ -rt./Mina ,a a_w_J'-a— air• a� 1a_ r .a ,. Yl�'1l� a• ' _nala ar`I f• �• air TAI •S a i -.uC' _ �_Y. 1• . 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IS - _ G ' 5D ? C`A- /,v,2zwC00.70 1 S'CCy'C/?, C/TrerieDX'7Z4/.4 c ci 8/ "/1C/0 S,' jQ ' D/31/M cyrew fox,"3 frvd „,owc GM. /7G! NO. DESCRIPTION sCGi/C/1 SerC/?CCY x40/2TA/I Sr!/A /x/TD ,BIOC,Ceerit C77 cc/.PCD //Ole. iiiiii5 its 'iiii •a_ w•rav S_am_-__E _C- SECS-- S S a ^=aE===aqa_ SEGI/5AD /A/ sw e /r/rg/,v cr�/u,�r�rTi W ' 4/C (,vor, rC sc-we) //OTC's' /- T//e ca/7e c' ,r//Deese//CC/.fie,c toc 6v,',w ear/Weir,$/CC/,,i6CK irszG,f/Co T17 Cl/T'A r 'a', f/- //Dee W/re/DU'SAilie/re D.p jctge rO r//e' CX'/ST/xr "/t.. 2 xve co/2/4r Of T/ Awe- A,s/O ri/e /Aac/MC Df 77,te ST&-a SA/Aee /C OD,G'd /A/ r/e/e /age.Sex/re of 4 G'/Ty m/J/rcr4/1. ,vO C'D,C/eeronze," rf/ 7WC srr/g s,v faa A/Idee C r/e. ?/e city' /,YSfCCTD/e ,%IS' 4./39/PD(/OD TWe- .STI/B. C AA-er BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward James reese, arch. 833a WEST STATE STREET ONTARIO 714-487-6705 .... PLANS PREPARED BY: E OKEERDN 136 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL 818-919-5061 ENGINEER: ASP 4>/.r. D./35-"7-24//C.e sreec sc5e e ,CT sto -t'&.-14.r/y. -! neetec Arr/C.feekccerc-teD - 6Rate/via _S4440. Ar e-C /,U7 /PedeS llcO6veve) .S,r/OS- fl/C" CeeraW A OTCS l7AsT/ICd,e4 Le/1) 40O64hv rpa0r v: eCe6/47704'4 S',e/-/ee /Be «e./1/er7ec /32/64' r2 f/CC/,9 CAs/MR 1 /ACC WD/e, a/ln//,e/ S'?Z e fl/rS/ s/'//reC C6 ,ci ale7a,rt/s s/gee/f/agree a 3 CASW retiree /SC ✓AC4D 9 e/,9Dc4 CODT///CC ,g04,eef/NID S7711/C fl rCfe recT/o/l. / evvr of Ccwx17 A',kfr sw--WCC ,se cavity 4 /1oaero Tx/e csra/g/e/2 a//T,// ,€ ,°Armco /,v /°uee /°easy ./e ar �,i/e/s Dr? Ce lerelr oeUr C{//r,v A 4:0-ree ' e,<//,vC CeerCB/? .am/,race ,IT rf/e /9erTdtil Bf 7xe A3'04/J771e044 S/OE ewer ITY• OF FONTANA MORKS DERIA`MINEHT SEWER PLANS 14485 FOOTHILL BOULEVARD CITY OF FONTANA CUP/90 -0075/W144 - 81 CITY ENGINEER RCE___ SCALE: HOR. 1" = VERT 1' DATE: DWG NO. a EXISTING R/W PROPOSED R/W EXISTING BLDG, (12 -z) 0 0 0 0 z LF©©TOLL �G v 1 A�ry~t N 89'24'00' E 330,10' 4 •in � la II 4 L VD EXIST. PAVEMENT co cu FL f-27.5 FG FF = 28.00 PAD = 27.5 t 0 O 2p 2> '`S9 2e• B Pco 0 14/7 4 .SC 241 GRD. BRK. 4 n: 0.50% ?,o rib`tC 20' �6 67 2 4' TC C ., 49 LAN17hcAI '('(Ptc'L O T 2 e 6 CONC. CURB C O p `L0 RC 0- E4 �b. 0.50% - •SC IO 50 GRD. BRK. h0 (1, BRK. 0 N cv 14 7ng'?)y 0 TC O 0 z 26, yo eo TC 0 4 etc G4 u r _7 f 29 E4 eeeo �? 28.9 FG FF = 29.40 PAD= 28.90 ❑ tr�96 �4 u7 0 1.00%% `:. N 97, ftC E4 �800 0 ?'C u u 0 7 ou si FF = 29.00 PAD = 28.5 FF = 29,00 PAD = 28.;5 2B 2a so i •oo q 1101- 8 u LEGEND: T.C. = F.L. _ F.F. = F.S. = F.G. = (23.6) = 28.00 = INV. = H.P. = (1226) _ T.G. = E.P. TOP OF CURB FLOWLINE FINISHED FLOOR FINISHED SURFACE FINISHED GRADE EXIST. ELEVATION PROPOSED ELEVATION INVERT HIGH POINT EXIST. CONTOUR TOP OF GRATE E005- of P»WfMFNT N 0 0 0$ ti K ,39 02 cv 0 u) 0 u) (U 0 M M w 0 0 0 0 0 0 z (1225) SCALE 1" _ PLY APPROXIMATE DIRT QUANTITIES: RAW CUT 0 CU. YRDS. COMPACTED FILL: 10,100 CU. YDS. NOTE CUT AND FILL QUANTITIES SHOWN HEREON REPRESENTS ONLY THE VOLUMES BETWI,EN EXISTING AND DESIGNED GRADES. NO ALLOWANCE HAS BEEN MADE FOR CLEARING, GRUBBING, PRE -COMPACTION, SWELLING, REMOVALS AND OVER -EXCAVATION. IF ANY, THE GRADING CONGTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETERMINING THE EXACT DIRT QUANTITIES IN HIS GRADING (I.E., OBTAIN ADDITIONAL DIRT AND/OR DISPOSE EXCESS DIRT TO BRING SITE TO REQUIRED GRADES) 6" J 6„ 24" 6" t 6" CD CONC. CONC. CHANNEL DETAIL N.T.S. 0 CONC. GUTTER DETAIL N.T.S. CONSTRUCTION NOTES: to 1/2" 7. 8. 9. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPROVED GRADING PLAN, THE COUNTY OF &::R. 4RDINC, v.4pTER ? UNIFORM BUILDING CODE, LATEST EDITION, PRELIMINARY SOILS REPORT DATED 2• lb. IRe/1 AND DONE UNDER THE DIRECTION AND SUPRERVISION OF THE LICENSED SOILS ENGINEER. ANY DEVIATION TO THE APPROVED GRADING PLAN MUST BE APPROVED PRIOR TO THE CONSTRUCTION COMMENCING. 2. HOURS OF OPERATION SHALL BE FROM 7:00 A.M. TO 8:00 P.M. MONDAY THROUGH FRIDAY. 3. REPAIR OR REPLACE ALL EXISTING DAMAGED OR ALTERED PUBLIC IMPROVEMENTS AS REQUIRED BY THE ENGINEER IN THE FIELD. 4 ANY MATERIAL INCORPORATED AS PART OF THE COMPACTED FILL MUST BE APPROVED BY THE SOILS ENGINEER. INSPECTION AND CERTIFICATION OF FILL PLACEMENT SHALL BE PROVIDED BY THE SOILS ENGINEER DURING THE PROCESS OF GRADING. NO ROCK OR SIMILAR MATERIAL GREATER THAN EIGHT INCHES IN DIAMETER WILL BE PLACED IN THE FILL UNLESS RECOMMFNDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE COUNTY OF r-dAN Fcd, .'/`h. DINO. 5. IF ANY UNKNOWN SUB -SURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER, AND CeeIrr' " PRIOR TO PROCEEDING WITH GRADING OPERATIONS. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. HE WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. THE ENGINEER OF RECORD MUST BE N0T1Fth,D OF ANY CONFLICTS AND CONSTRUCTION MU ST BE TERMINATED AND STREETS RESTORED UNTIL CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE E.NOINEER. AN() C.40:1N71' OF 5AN E*RNAP.DI1,10. SEPARATE PERMITS SHALL BE REQUIRED FOR ANY IMPROVEMENT WORK IN THE PUBLIC RIGHT-OF-WAY. ADJACENT STREETS ARE TO BE CLEANED DAILY OF ALL DIRT AND DEBRIS THAT IS THE RESULT OF THIS OPERATION. ALL BACKFILL OF TRENCHES TO BE CERTIFIED BY A SOILS ENGINEER (90% MINIMUM COMPACTION) PER COUNTY STANDARDS AND SPECIFICATIONS. ALL EXCAVATIONS, CONSTRUJCTION AND INSTALLATIONS IN THE PUBLIC RIGHT- OF-WAY REQUIRE INSPECTION BY THE COUNTY ENGINEER FAILURE TO HAVE INSPECTION MAY RESULT IN REOPENING OF THE EXCAVATION AND POSSIBLE RECONSTRUCTION. STRICT ADHERENCE TO DUST CONTROL REQUIREMENTS SHALL BE ENFORCED. ALL AREAS SHALL SLOPE A MINIMUM OF 1.0% TO STREET, DRIVE OR SWALE, UNLESS OTHERWISE SHOWN. 12. NO WATER SHALL BE TAKEN FROM CITY FIRE HYDRANTS WITHOUT AN AUTHORIZED HYDRANT METER. 13. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVI IONS MUJST BE USED TO PROTECT ADJOINING PROPERTIES DURING ANY ADING OPERATIONS. THE COUNTY ENGINEER OR HIS AUTHORIZED REPRESS ATIVE MAY REQUIRE AND SHALL APPROVE ANY TEMPORARY DRAINAGE MEASURES USED TO PROTECT ADJOINING PROPERTY DURING GRADING OPERATIONS. 0 14. UNDERGROUND ALL UTILITY LINES ADJOINING AND INTERIOR TO THE PROJECT. NOTICE TO CONTRACTOR: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS PLAN. CALL UNDERGROUND SERVICE ALERT AT 1-800-422-4133 BEFORE COMMENCING EXCAVATION. P/L i I -CURB & GUTTER CONST. PARZWAY ORA N A5 P! R. CcUNTY err i) IG 5 = 21 INSTALL 24" X 24" NON -TRAFFIC GRATE INLET (ALH. FNDRY. A-2010 OR EQUAL) AND MATCHING CONC. CATCH BASIN. CONST. CONC. CHANNEL, PER DETAIL HEREON. INSTALL 12" X 12" TRAFFIC GRATE INLET (ALH. FNDRY. A-2012 OR EQUAL) AND MATCHING CON.. CATCH BASIN. CONST. CONC. GUTTER, PER DETAIL HEREON. CONST. A.C. PAVEMENT, PER SOILS ENGINEER'S RECOMENDATION. INSTALL 3" DIA. ABS DRAINS AT 10' 0.C. THROUGH CURB AND WALL. tNhT4LL Pzz:VEWAY A' PER COUNTY Sm. 12R AS APPR7JP IPX CAL. T aNe. 1-4I0L4 MACNfZY WALL A2 CaeF• 'NAIL, D•1/2 W11G1-1 WRooCt1T ik'04 G-r_4aa�N AT EK:eTING Tra- RQ•T°hYSTEM OURf ' DETAIL D•NEt &9E'ARY' TOCoNF.JKM TO Ap^JAcENT- TOP OF CHANNEL BOTTOM OF CHANNEI, CATCH BASIN AND DRAIN DETAIL N.T.S. N® NO. DESCRIPTION REVISIONS ENGR DATE APPROVAYI DATE C BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 633a WEST STATE STREET ONTARIO 714-467-5705 PLANS PREPARED BY: IF EHOOR EEIDEO 136 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL 818-919-5061 ENGINEER: MANUEL A> TOMBO RCE No. 28595 DATE COUNTY OF SAN BERNARDINO [DUBUC WORKS DEpQNIM GLT DRAWN BY: DESIGNED BY: GRADING/DRAINAGE PLAN 14485 FOOTHILL BOULEVARD tr•-• CITY OF FONTANA CUP 90/-0075/W144-81 DATE: CHECKED BY: APPROVED: C Ou NTY ENGINEER RCE_______ DWG NO SHT OF Beni ��oeaawf0-sosi®®�®®sue # Ci Pro. P�4Rh @ Itoi1O.C. Line Line LINE Line Line (oil GONG. RA-e7 V- tLw GrsM • GAP # 5 VErr. 44 L02-z. @ 241 ao WEEP LIaE6 C 8 "oc. - £PHUT GELLX. w DEL OINLY 140 6FEciAL IN/ F"Gj1oN IeEaIREo f rn 1500 Ps I 2coo tot ar-APE 4o Pi., It t A2 LAP ryt 1 LMnumeHR tnlanNrtniNU utpluN 2 12062 VALLEY VIEW SUITE 237 3 GARDEN GROVE CA. 92645 4 TEL : (714)891-2216 5 FAX : (714)891-3955 #¢ koRt. @ Q4110-6. II �2 =Il ° 'tile Scope : Number: Z9'-9S Misc Dsngr : Date:26-Jun-91 RETAINING WALL DESIGN DESCRIPTION >) 6'-0- HIGH BLOCK FENCE WALL SOIL o AIkti&ram ,. 'r .ocl _IldSor..1RV -- VERTICAL LOAD AXIAL OL ON STEM = AXIAL LL ON STEM = ...ECC(Toward Toe='.')_ ALLOWABLE BEARING = ACTIVE LATERAL = MAX PRESS. _ SLOPE PRESS. = BACKFILL SLOPE = (horiz:vert,O=Level) PASSIVE PRESS. _ SOIL DENSITY = SOIL HT OVER TOE LATERAL LOAD ACTING ON STEM ABOVE SOIL = ADD'L LATERAL LOAD = TOP OF FTG TO START = TOP OF FTG TO ENO = RETAINED HEIGHT = WALL HT. ABOVE SOIL = KEY DEPTH KEY WIDTH KEY DIST TO TOE Pressure @ Toe Pressure @ Heel Allowable Press. = 2,000 Ecc. of resultant = 11.00 in 2,000 psf pcf :1 SURCHARGE OVER TOE _ SURCHARGE OVER HEEL = 350 USE HEEL SURCHARGE TO 110 Pcf RESIST OVERTURNING 7 6 In USE 1/3 VERT. COMPNT ? LATERAL LOADS Page 21C, plf plf In psf Y y/n Y y/n ADJACENT FOOTING: 17.4 psf VERTICAL LOAD = lbs FOOTING WIDTH = ft plf FTG. CL TO WALL = ft ft VERT. POSITION OF FTG. ft ..Above/Below:[+/-)= ft SPREAD FOOTING 7 Y y/n WALL & FOOTING DATA 0.5 ft TOE WIDTH = ft 6 ft HEEL WIDTH = 2.5 ft to in ft THICKNESS SUMMARY 1.615 psf Total Width 2.50 ft 12 in Factors of Safety: Overturning Sliding Max. Shear @ Toe = psi Allow. Ftg Shear Max Shear @ Heel = -3.17 psi 1.57 6.86 = 76.03 psi SLIDING CHECK FTG/SOIL FRICTION = SOIL TO NEGLECT Factor of Safety 0.40 6.86 to Soil Press. Mult.---ToFeODTING By ACI Eq. 9-1 psf 2.261 Mu - Upward ft-e= Mu - Downward MU - Oestgn One -Way Shear: Actual psf= Allowable - o Lateral Pressure - Passive Pressure - Friction Add'I Force DESIGN --Heel-- = 104 n 394 323 Required = f p f'c Fy Mtn. 482 OMIT (482) 3.2 a 4 @ 76.0 a 5 0 I s -o = 2.000 Psi = 40.000 PSI AS Percent = 0.0014 SP UNDER HEEL? Y y/n Rebar Choices -' 4 4@ Q4 VERT A riao: z. G 1, MAeoN Ry' GoNG Ett C{¢ POURen IN 'LAc%e LONG. �3G.R Toe -- -- Heel in o.c. 16.81 26.05 • O a,/4 fl c) o u Ga 12" ♦ • eeeesleemmmMIeela BXIhTING r(0eE 1RRUN4 n ^ ft C Top 4 aorToM FAIL- rErun l t-aGe coil HoR" A rAGUMENT r' MLuoUt( WALLS u V4 x 2° TVI PIceET Floe. WITH huEEr METAL - cuglrr- F�FEN Nei o D To PIGKEP5 - -- MA6oNRY WALL RE'(oWO (9IEo ) Co U W I r7E GoN . *Ir WALL O aopE aegr u : 2 1 11 -o AT TREE W EU 6 an: Y ENG� GIREEtiI Ar E$IeTINc Tie V1?1-1/2 (NLY S LocaTloNy SPECIFICATIONS FOR RETAINING WALLS 1. Contractor shall verify all dimensions and conditions on job. 2- Type of soil and bearing value subject to building inspector approval. 3. Allowaole soil bearing value2GL?7nsf. Maximum toe pressure is 2.400osf. Extend all footings 12" minimum below undisturbed nacurai soil. 5. Concrete to be machine mi gallons of water pe f'c a 2000 psf. xed 1:2-1/2:3-1/2. Maximum of 7-1/2 r sac[ of cement. Grade "C' concrete. 6_ Concrete blocks used for the construction of shall be rldourlWx4AgTunits and shall conform ments for grade "N" units of A.S.T.M. specifl (latest revision). retaining walls to che require - cations C-90 7. Type "A" mortar: 1 parr cement, 3-1/2 parts sand, 1/4 part lime putty. 8. Coping: I part cement, 3 parts sand. 9. Reinforcing steel shall be intermediate grade deformed bars and shall conform to A.S.T.M. specifications A-305 (latest revision) and A-I5 (latest revision). 10. All reinforcing steel to lap where spliced 40 diameters with a minimum lap of 24". 11. Reinforcing bars shall be set straight and secured accurately in position_ 12. /ertical mortar joints shall be staggered and centered on blocks of eacn course directly below. All calls shall be vertically aligned so as to maintain a 5" x 5" minimum concrete vertical stud, (4-1/2" x 8-1/2' for 12" concrete blocks). 13. Call building department for inspections before pouring footings and again before filling cells with concrete. 14, Unless otherwise sDeciried, no continuous insoection is required. 15. Cell walls and cross webs which form cells to be filled shall be full bedded in mortar to prevent leakage of concrete, and all joints around such cells shall be struck smooth. 16. Cells shall be filled with concrete in lifts not to exceed a heignt of 4'-0". If over 4'-0" provide cleanout holes at bottom of each cell and at each lift of concrete. All mortar droppings or debris shall be removed from cells and cleanout holes shall be sealed before concrete is placed- 17. Imperfect jointing and wall surfaces exhibiting defective blocks will be rejected and must be replaced at no cost to the owner. 18. Retaining walls are not designed for surcharge of paving equipment. Equipment should be kept back from top of wall a minimum distance equal to height of wall above Footings. 19. Backflliing shall not be started for at least seven days after the filling of the cells with concrete. 20. Dimensions and notations supercede scale of drawings. 21. A waterproof coating should be applied to the exterior side of all walls wnich adjoin inhabitable areas, and proper drainage shall be provided away from area. II2n = 11 OI1 aua6"\ I 11 91_0U C.m, o± MAs( 510,E �2D8ic MAX. CsV +1 Cob --og%±MAX- r 1 I Lei Oi WALIGYVAT Rd8 e ? MA% tLoFt GRADING RI. AN AT-AND1GAPPEr) Acc se FROM F.ARIGINO Toll II DJJ(LDING EWrp..r. = i . a Nre. DESCRIPTION x+r RECOMMENDATIONS GENERAL SITE GRADING: It is imperative that no grading operations be performed without the presence of a representative of this firm. An on -site, pre -job meeting with the developer, the contractor and the soils engineer should occur prior to all grading related operations. Operations undertaken at the site without the soils engineer present may result in exclusions of affected areas from the final compaction report for the project. clearing and/or Grading of the subject site should be performed, at a minimum, in accordance with these recommendations and well as applicable portions of Chapter 70 of the Uniform Building Code. The following recommen- dations are presented for your assistance in establishing proper grading criteria. INITIAL SITE PREPARATION: All areas to be graded should be stripped of significant vegetation and other deleterious materials. These materials should be removed from the site for disposal. Any existing uncontrolled fills encountered during construction should be completely removed, cleaned of significant deleterious materials and may be reused as compacted fill. Cavities created and by the by removal of subsurface obstructions, exploratory should be thoroughly cleaned of deleterious materials, shaped equipment, and backfilled as recommended for site fill. trenches utilized loose soil, to provide PREPARATION OF FILL AREAS: Prior to placing fill, the surfaces of should be scarified to a depth of at least soils should be brought to near optimum recompacted to a relative compaction accordance with ASTM D 1557-70. such as trees for this investigation, organic matter and other construction PREPARATION OF FOOTING AREAS: All footings should rest upon at access for all areas to receive fill 12 inches. The scarified moisture content and of at least 90 percent in least 12 inches of properly compacted fill material or approved original ground soils. In areas where the required thickness of compacted fill is not accomplished by site rough grading or cuts are insufficient to expose dense native soils, the footing areas should be subexcavated to a depth of at least 12 inches below the proposed footing base grade, with the subexcavation extending at least five feet beyond the footing lines where possible. The bottom of this excavation should then be scarified to a depth of at least 12 inches, brought to near optimum moisture content, and recompacted to at least 90 percent relative compaction in accordance with ASTM D 1557-70 prior to refilling the excavation to grade as properly compacted fill. Footings should not be allowed to span from cut to fill. are to span from cut to fill, then the cut and shallow fill portions should be subexcavated, as above, to provide compacted fill mat beneath footings and slabs. If footings the recommended COMPACTED FILL$: The on -site soils should provide adequate quality fill material, provided they are free from organic matter and other deleterious materials. Unless approved by the soils engineer, rock or similar irreducible material with a maximum dimension greater than eight inches should not be buried or placed in fills. Import fill should from rocks or lumps Sources for import prior to their use. be inorganic, non -expansive granular soils free greater than eight inches in maximum dimension. fill should be approved by the soils engineer Fill should be spread in eight inch or less lifts, each lift brought to near optimum moisture content and compacted to a relative compaction of at least 90 percent in accordance with ASTM D 1557-70. EXPANSIVE SOILS: Since all materials encountered during this investigation were granular and considered to be non -critically expansive, specialized construction procedures to specifically resist expansive soil forces are not anticipated at this time. In order to verify this, addi- tional evaluation of soils for expansion potential should be conducted by this firm during the grading operation. FOUNDATION DESIGN: If the site is prepared as recommended, the proposed commercial structures may be safely founded on conventional spread foundations, either individual spread footings and/or continuous wall footings, -Dearing on a minimum of 12 inches of compacted fill or approved, undisturbed native soil. Footings should be a minimum of 12 inches wide, and should be established at a minimum depth of 12 inches below lowest adjacent final grade level. For the minimum width and depth, footings may be designed for a maximum safe soil bearing pressure of 2000 pounds per square foot for dead plus live loads. This allowable bearing pressure may be increased by 300 pounds per square foot for each additional foot of width and by 600 pounds per square foot for each additional foot of depth to a maximum safe soil bearing pressure of 3500 pounds per square foot for dead plus live loads. These bearing values may be increased by one-third for wind or seismic loading. For footings thus designed and constructed, we would anticipate a maximum settlement of less than 1/2 inch. LATERAL LOADING: Resistance to lateral loads will be provided by passive earth pressure and base friction. For footings bearing against compacted REVISIONS ENGR DATE OIJNTY PROVAL Gth�14t- G,-ArIN'G �or� ;• •'RAN:-re•ParA: ioH PEroRM'; ;t ,FeQUliR FOR AN`( GoN�Tr.u6nom EM?DR4f2`� cR FcRNT 'W 4NENoN G Y r' ,el&nr op rip{ FOR V4E OF GoUN i 'r .✓•A;N7AM c> i4042 P3( CVEPt440 EC;<'L`i; MEN' �L. TNE. JNor.p*;Nct7 GIVii ENGINEER A,GEI h FGR oF& Oio,N'AL 1NhrGTTON• IN A 0fzi7- 4N<:e � W„;;u''EG?iWN 7014 OF me UN;Fo?Mi 'b'L.P;NcEB 4- G 1z'E (h•;;;NAr .)) T'f- ENG;N lE GIVrt ER E ALbO L,::S SE IZee- N4:Ie PPak'.-rge PrzEPAR.SfloN OF '- o PLC.W6 11Nr"> rte. &Jt v'Ii4' loNl op A5 GrA.2Er� 6KAr:;N6 PLANK UPON G t''i.ETno.1 OP TI"4-E figazg., 4- 5. IVIL. ENG(t'lEE '.'h GIG NA 'JI'✓� A'-E , GRA✓iNG GOt47F,A " ekALL tUtMIT- A hTArf"MCNr GF GO MP1.IANGG To Ae • PLAN , FW)Pcer7 erg rNG r2=c7E op GP.AGING % A410!1& 0 I°?a GONiet;<TON igcf ANC! GF4GING o(-f'.ATiONC2 Yzrol3ER 1 M-i APR:L I� WILI ,REOU:f E VtMF'AL Or' TEP4PORArNd e2Z41kIAGE ANl7 .Roe:0,J £%44T oL PLANK Fv,4. REV;EIV AP �llr PROVAL ' 4 . Ga�Gi .:EVIGE 51r!�NN or-1 es4rO PLA+e MUST• PE IN€1 %LLEo Nu; LA ER j7iiaN NO'VEft EK. ir .=1,Hi7 EpE t141", 4s-INEo IN opEP4eLg coripi1t,N UNPLAPtQL 15 NGINEE�'. MUhr r LciRaoE *'7t%' FGR'. ALL '72AINAGE i %Ji4E4i. The GON77RACE0 4LL OBTAIN NEGE*E,AR.' it1'PEctoNh EFOLE PodRii-4O, Yo, No FELL •r0 e:e (2,16Er; UNTIL /� 7aTION OF THE ORIONAL- Gil-00ND APT-OVEo II 7, No R om% -.' z T�IFEN IN l A ereic l Nth PEE PLAGE.r' IN FILL- Wig o;; THE GON6ENT OF 771E GWNEIZ i�i2-�li G.Fat-+�'-"E.R 713444 ;'Q MLA- f' E AL oNEr.✓ IN me FILL., GomF2,4,4;rOi 15-67 Renal. T7 e Roi'4P4-rroN Ner' C7ToN- F;LL M4'( NC7; et PLAGE1.7 ON ry12?11.10 T F.RA1N NFfIGN &Lor'rC, GPaTre. r) C: rl 4.1E5tvilltrEEr2J TV CA,OUt4TY GF'A612I11/416 FZ APPROVAL- 1.--(OR ro 10. ;oP c Ter aF SL0PE6.; % 2e L1LD C. Fear PkotA For' Kry 1.-INS Or. J i,r7:)JG CDr E ALL - 1, GOU .1TY NV2- Pee" Gam, 6 44& . L. f CON A : i'E i r ''"G7 l-i Eltr: U is e. N ON - t T- rr ,^, ?pr--`' :. /�Gr�t:�;�1r��;' MSE 'ING G-`e, i3OVF.�s, t'F �lc .70 him' - of Gg<>PINO. 2, W� t o,,c OF GIN' EIA .,17 O i-t. i �i i ? r i� C' 7 i rr FL7012 0'14 1,06,' . r ''si hAN v�EfZ^v��� "lv GGr?;i E:Cr : GI'JN` 7l _ice,-' C-- t7. ���� / cG /i~t? ,-� wryry.. r ,�'�.;1•.. VI IT AVE. ppFe dT�NA � OF"<�;N C-0'. "'AC IO�J - ".'i E%� % � ALL [/YC. :2A / . .P-67 �.o, . '� "per r,', i ,�AfiH L �..ri i..r 1,060 GU •i s YAR'L-'G. G XaTeR. . fill or approved native soils, passive Garth pressure may be considered to be developed at a rate of 350 pounds per square foot per foot of depth. Base friction may be computed at 0.40 times the normal load. Base friction and passive earth pressure may be combined without reduction. dead For preliminary retaining wall design purposes, a lateral active earth pressure, developed at a rate of 35 pounds per square foot per foot of depth, should be utilized for unrestrained conditions. This value should be verified prior to construction when the backfill materials and conditions have been determined, and is applicable only to level, properly drained backfill with no additional surcharge loadings. If inclined backfills are proposed, this firm should be contacted to develop appropriate active earth pressure parameters. Toe bearing pressure for walla on soils not subexcavated and recompacted or not bearing into dense undisturbed soils as described earlier under PREPARATION OF FOOTING AREAS should not exceed U.B.C. values (Table 29-B). Foundation concrete should be placed in neat excavations with vertical sides, or the concrete should be formed and the excavations properly backfilled, as recommended for site fill. SLABS -ON -GRADE: To provide adequate support, concrete slabs -on -grade should bear on a minimum of 12 inches of compacted soil or approved original ground soils. The final pad surfaces should be rolled to provide smooth, 'dense surfaces upon which to place the concrete. Slabs to receive moisture -sensitive coverings should be provided with a moisture vapor barrier. This barrier may consist of an impermeable membrane. Two inches of sand over the membrane will reduce punctures and aid in obtaining a satisfactory concrete cure. The sand should be moistened just prior to placing of concrete. PRELIMINARY FLEXIBLE PAVEMENT DESIGN: Based upon our preliminary sampling and testing, and upon assumed Traffic Indices, it appears that the structural sections tabulated 'below should provide satisfactory pavements for the subject commer- cial project: Area T'I' Recommended Section Light Vehicular Traffic Truck Traffic 7.0 BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 833a WEST STATE STREET ONTARIO 714-487-5705 di 5.0 0.21' AC/Compacted Native Subgrade 0.25' AC/0.33' AB Class 2 or 0.33' AC/Compacted Native Subgrade PLANS PREPARED BY: IEHOORTMHOHO 138 1/2 S. GLENDORA AVENUE SUATE 2 WEST COVINA, CA 91790 TEL 818-919-5081 MANUEL M TOMBO RCE NO 28595 DATE The above structural sections are predicated upon proper compaction of the utility trench backfills and the subgrade soils, with the upper six inches of subgrade soils and all aggregate base material brought to a relative compaction of at least 95 percent in accordance with ASTM 0 1557-70 prior to paving. The aggregate base should meet Caltrans requirements for Class 2 base. It should be noted that the above pavement designs were based upon the results of preliminary sampling and testing, and should be verified by additional sampling and testing during construction, when the actual subgrade soils are exposed. PRE-J08 CONFERENCK: It is imperative that no clearing and/or grading operations be performed without the presence of a representative of this firm. An on -site, pre -job meeting with the developer, the contractor and the soils engineer should occur prior to all grading related operations. It should be stressed that operations undertaken at the site without the presence of the soils engineer may result in exclusions of affected areas from the final compaction report for the project. CONSTRUCTION OBSERVATION: All grading operations, including site clearing and stripping, should be observed by a representative of this firm. The presence of our field representative will be for the purpose of providing observation and field testing, and will not include any supervising or directing of the actual work of the contractor, his employees or agents. Neither the presence of our field representative nor the observations and testing by our firm shall excuse the contractor in any way f defects discovered in his work. It is understood that our firm wi not be responsible for job or site safety on this project, which wi be the sole responsibility of the contractor. Respectfully submitted, C H.J. GEOTECHNICAL, INC. Randal B. Graham, Staff Engineer Donald M. Matthews R.C.E. 45956 Project Engineer Robert J. Johnson, C.E. President COUNTY OF SAN BERNARDINO P1 oLOC WORKS DL PG\HTMEHT DRAWN BY: DESIGNED BY: GRADING/DRAINAGE PLAN 14485 FOOTHILL BOULEVARD CITY OF FONTANA CUP 90/-0075/W144-81 APPROVED: C 0 U NTY ENGINEER RCE_._____ DATE: IP BLVD AVENUE AVENUE ,zW z y 6 DAY CREEK d q z -cc w 0 BEACH C] Ti d �* BASELINE PROJECT SITE FOOTHILL N N. a U z N N BOULEVARD IOND AVE. d� VICINITY MAP N.T S. CITY OF FONTANA 8353 SIERRA AVENUE P.O.BOX 8226 FONTANA, CA 92335 714-350-7610 SO. CALIF. GAS CO. - DISTRIBUTION FACILITIES 570 4TH STREET SAN BERNARDINO, CA 92408 714-884-9411 OR 800-422-4133 S0. CALIF. GAS CO. - TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 714-529-2889 OR 800-422-4133 S0. CALIF. EDISON CO. 1351 E. FRANCIS AVENUE P.O.BOX 513 ONTARIO, CA 91761 714-947-2996 - UNDERGROUND POWER 714-875-5100 - TRANSMISSION 213-637-1233 - PIPELINES, OR 800-422-41323 GENERAL TELEPHONE CO. 245 N. MOUNTAIN VIEW AVENUE POMONA, CA 91766 213-637-2257 OR 800-422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 E. 3RD STREET SAN BERNARDINO, CA 92408 714-383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADANS STREET RIVERSIDE, CA 92504 714-359-2585 OR 800-422-4133 FONTANA UNION WATER COMPANY 16779 SPRING STREET FONTANA, CA 92335 714-822-9199 FONTANA WATER COMPANY 8840 NUEVO AVENUE FONTANA, CA 92335 714-822-2201 MARYGOLD MUTUAL WATER COMPANY 9715 ALDER BLOOMINGTON, CA 92316 714-877-0516 COMCAST CABLE 8561 NUEVO FONTANA, CA 92335 714-350-2386 • GENERAL NOTES 1. ALL WORK WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL BE TO STATE STANDARDS. 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY CROSSINGS BEFORE COMMENCING WORK. 3. THE CONTRACTOR SHALL EXPOSE ALL JOINTS POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. 4. ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO PERFORMING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 6. CONSTRUCTION PERMITS SHALL BE OBTATh dD FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK. 7, TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE STREET R-0-W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 8. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 9. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 10. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 11. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 12. SEWER CONTRACTORS SHALL CHISEL r IN THE CURB AT THE LOCATION OF THE LATERALS. 13. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 14. ALL STATIONING REFERS TO CENTERLINE OF SEWER. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 15- PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES ANT STh'%"WURES WHETHER SHOWN ON THESE PLANS OR NOT. 16. NO LATERALS SHALL BE PLACED UNDER DRIVEWAY& THE ENGINEER SHALL CHECK OUT ORIGINAL SEWER [MPRO'EEMENT PLAN S AND TRANSFER ' AS -BUILT' INFORMATION PRIOR TO CITY ACCEPTANCE 0 T THE SEWER. fl NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAI WORKING HOURS; AND THAT THE CONTRAC- TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AIJ.FGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLAN: WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUJST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE tECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANL EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO CEEDD-G WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME I IARILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENT OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- CAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. 17 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NO. DESCRIPTION REVISIONS ENGR DATE APPROVAL DATE C 4 BURGUNDY CENTER FONTANA ART PIZZO DEVELOPMENT edward james reese, arch. 633a WEST STATE STREET ONTARIO 714-467-5705 PLANS PREPARED BY: OQINEREMHO 136 1/2 S. GLENDORA AVENUE SUITE 2 WEST COVINA, CA 91790 TEL. 818-919-+5061 ENGINEER: , CITY OF FONTANA DRAWN BY: DESIGNED BY: SEWER PLANS 14485 FOOTHILL BOULEVARD CITY OF FONTANA CUP/90-0075/W144-81 SCALE: HOR. 1" = 40' VERT 1' = 4' DATE: CHECKED BY: DWG NO. MANUEL TOMBO RCE NO 28595 DATE APPROVED: CITY ENGINEER RCE SHT _1 OF _2 'rm¢ioownanneuoiw a r r ^-=isiomio�n6®®III®®®m�li➢80i®tiNll�i®tIIF3rJ.198111VM1'llu ulF7ilIIWflIIdIBIIIINI'F�81�lIIi11IFu ry,��II�IlIIAVS �A®®II�11(wlYf Ul �III1J I REVISIONS 1111 BY _1 1I-ou I Il 5.n ell_ n 11 1W. l-IANPIGAPPED hIGN TrE4 «c-•.-710' (e) —E12- ..r YP. WNE6L eTop 'AMP 10% MAX • r./24( ham. ¢. 71c3 P4»' Ter7 - t 4P!NG T ;CA, hvo L. T• E2t u hG.•,1 2 �UP'AC 6'LcPEcr of �r'AQ IG1NG 4FAGEt Foltz. �Nr.;��vP�er� <�u,�L �� 2= .0�°o 1\4Ax, ;N NnIREcTIo N 1-I A W G I G A P P E D A i 11 11, P' ° p v r, " A P I General. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps. etc. Identification. Each parking space reserved for the disabled shall be identified by a permanently affixed reflectonrtd sign constructed of oorceiain on steel, beaded text. or equal, displaying the Intemanonal Symbol of Accessibility. The sign shall not be smaller than 70 sq. inches in area and shall be centered at the uitenor end of the parking space at a minimum height of 80-inches from the bottom of the sign to the parking space finished grade. or centered on the wall at the inienor end of the parking space at a minimum height of 36-inches from the parking space finished grade, ground. or sidewalk. A sign shall also be posted. in a conspicuous place. at each entrance to the off-street parking facility, not less than 17-inches x 22-inches in size with lertenng not less than 1- inch in height, which clearly and conspicuously states the following: "Unauthonud vehicles not displaying distinguishing placards or License plates issued for physically disabled persons may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning In addition to the above requirements. the surface of each pamng place shall have a surface identification duplicating the symbol of accessibility in blue paint, at least 3 foot sq. Arrangement of Parking Space. In each parking area. a bumper or curb shall be provided and located to prevent encroachment of cars over the regtnred width of walkways. Also. the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which are accessible to the physically handicapped shall be provided from each such parking space to related facilities, including ciao cuts or ramps as neeeed. Ramps shall not encroach into any parking space. Slope of Parking Space. Surface slopes of parking spaces for the physically handicapped shall be the minimum possible and shall not exceed 1/4-inch pa foot (2.083% gradient) m any direction. Parking Structures. Entrances to and vertical clearances within parking structures shall have a minimum vernal clearance of 8 feet 2 inches where requutd for accessibility to handicapped parking spaces. FA 7• v..1N G "o' rfW'1 i. 21`1 Ci i i7A .w%ING 42TALLY IOC 1& TOTAL q2UIL4N(� TOTAL Fit IraC '. F• K'F�-31 1 V rL067 h= _ 1.2o,40,9 F. A14-01A1Aetl, 2o,44"400 "..R Piev27PG/g' G r:i '227,400 S, F. • PA F14-1 N 0 L. t. �.A, 10 4 4,N rr4, �; cow, p •r 14 .rAMMIr)ARo PAR41N6 � x Ig, 0c5 COMPACT �Aek.1r 1 G -4A1\1c16-4PP. P,o� L✓.iNG - �1 x 151 I¢1 x 1 °ill lj IOAfINa Zor.P5/ Io' x 20 ( IgEcuIR�rY;l I LOADING ZONE i21x 4;1 PRINTED ON CLEARPRINT 1000H `r 0 0 T N 1 L. FRoN7 YAK LANf2x.,Appl NG AREA Py MOUND D TUFF 4 41-W.1F!•6 eS. ApgING 4csee14I146c, see. LAN0.5cAPE Ff,ANh 0 ID r RGiJF O'lE?..-iGNG 11"G1 -Aar, NC., 4,0. �iING6G r:N TAh} ENGt46LiR N Gl%l2P. PAGE E7 L V ' GENrERLINE FcrziunLL 4o f F?"r'- wA`( 4 •PEWA1...k1. WATER MEig rt GcnNG. 51 raw W A L. V. 0.1,7,E 41-PrAN eohic, ei ewAL • rir4' 201 IQI-cd,11 n 4 1 20p 4,P, 441x 501 PLANTIN a (v 25l 11 -- 2 (io.51 d 0 v 7 NPiE ; ALGio II,, 1v12Gl-4AN1cAL , -1Fe P(O]FG-{•ION LANrX;•6ArE ,air I .AN4; , r • e 241 17E7> GjoR 411E4- PLANTIN0 0 MA11, e tz erApoN 4 V. I I �, r>.ti=' P k 4 N 1 1 t • L 54 I LiAN d iCappE o rt r it I 1 G ti \\ o'/ E 12 c W A 1.L 3 c1/ER.1+4\).16�- [J IN 14 Go. se, x 1 OUT 201 *TANPAR17 r,l 1 I C �5I Gobt?AGT I I i? 17 'owe' 2. 4 1 ffr-e.iTANOt NG 1.1411167 eIGN 10'N X151N.'15 ovER.ALL Nf• 641 20l 241 1T1 --Rao= o 14000 S.F. PLANTING .1 • 1 1 4 i l oApING 12 5- n. RARkt,NG t11 re i �1 2 2, 200 .5,F. .44' x 5G�' 4'4 I 21 121•Go°I 7 4 aclr=AcT r tr \ OVREt7 W A L 1C, ZEE F1 • [tax i{5 Logc,NG YPRAN r 1- rte. 17 err>, ql x Iq PAFzWING bTALL , 251 211 rj 1. •TYP• 10 x 20 LOA91NG Af EA. r� (I r! ri • / re (c 'Mt? INAT1ON MA C'Nf2Y AN12 FSNliF Go' MIGN 153i RooF O✓ER.4ANG I1.011 EA6T. /'UP.1, Wee:4' 11 yy2lcAL 71(o x 15.0 GOM?ACT fi1/4g4ING *TALL 2 GoimP. T7 n • r rl 1 • w z ce 0 z • 1 251 y1Gr iI 1� FIRE 1-1t rr E P- I �.. 0 col OFt21 aq tf) LAND FRo1,1 cp OF Fao71•1ILL W'i EXI4/T1NC PAVEMENT Q E$I&TING rkoPERTY LINE 67;P.EET pel7 C-A71oN FUTU,4E PRo?Ef' INE PpoNr 6E "WC 14 ELEC. MAI N 56E E-4 Q a4 ENG�t�U,4E 1 2 \ 25 ALGC PR4VE Fag Pliflre C6N116410 To APytiSNT t-iftgn' EAT 4 wE" Nq 1/4 r lot , 4 to' ,YL-. /`/. a7 O f2 : co . S P A N 1501 4 N TYPICAL ASSPNALT AVER PARTING PRJVE AREAS 1.(1 f pLANi ING N01" : hOe LANDSCAPE F ANC FOR TREE6 4 PLANTING •LIGHT PoLFij seF. E•4 ' URITY LI6i4-i 6ee E•4 ALL cRI'y/E AI&L.E6 261.0j1 MIN• 4,160. Get gaeswitztmeNr. • • E DWARD JAMES REESE ARCHITECT 633 a WEST STATE ST. ONTARIO 714 467 5705 rYM11111119ralaeAal®I ISE1111111111119aaaltiaaiinsi iwalnuaflamosam 11 3