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Home My WebLink About5590-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK-).- ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Z THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OF GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE- THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. .. . 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DIST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUTT, 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 29: MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DIG�dLtRT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEARING: THE BEARING OF NORTH 89.45'02" EAST OF THE CENTERLINE OF SANTA ANA AVENUE PER PARCEL MAP NO. 19527 FILED IN BOOK 243 PAGES 54, 55 AND 56, OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY HAS BEEN TAKEN AS THE BASIS OF BEARING FOR THIS SURVEY. BENCH MARK: LEGEND - - EXISTING R/W - - PROPOSED R/W ---- LOT LINE - CENTER LINE Jk FIRE HYDRANT R ......... PROPERTY LINE R/W .......... RIGHT OF WAY ......... CENTERLINE BOT. ....... BOTTOM SO ....... STORM DRAIN SMH ......... SEWER MANHOLE STD ......... STANDARD SEW ......... SEWER TYP........... TYPICAL IMP........... IMPROVEMENT P.I.P.......... PROTECT IN PLACE DWG ......... DRAWING EXIST.......... EXISTING RW .......... RECYCLED WATER INV ......... INVERT OF PIPE UT ......... UTILITY CVWD ......... CUCAMONGA VALLEY WATER DISTRICT SPPWC......... STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROPOSED STORM DRAIN - S EXISTING SEWER W EXISTING WATER R b EXISTING RECYCLED WATER -- - ---- EXISTING STORM DRAIN G EXISTING GAS T EXISTING TELEPHONE E EXISTING ELECTRICAL EASEMENT I kE4 MUM , IF - - j i wit $ED ppm I N PH MUM AP9 j m I tff 0, Ivu !711 m I NOTE: SEWER CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. s3 INSTALL 8" (EXTRA STRENGTH) VCP SEWER LINE (BEDDING PER CITY OF FONTANA STD. 1008) ........................ 649 LF st4 INSTALL SEWER CLEANOUT PER CITY OF FONTANA STD. 2006 & 2009 .......................................................1 EA sty CONSTRUCT 5' SEWER MANHOLE PER CITY OF FONTANA STD. 200.1...............................................................2 EA s2o REMOVE PLUG AND CONNECT TO EXISTING SEWER LINE.............................................................................. 1 EA s5aINSTALL 8" VCP PLUG . . . ................................................................................................... . . . . . ............. 1 EA say ADJUST RIM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CITY OF FONTANA STD. 2000 ........................... 2 EA sss INSTALL 6" VCP SEWER LATERAL PER CITY OF FONTANA STD. 2009............................................................30 LF sso TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008.........................................................................649 LF AIR -QUALITY -MITIGATION -NOTES BACM AQ -1 • ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL CEASE WHEN WINDS EXCEED 25 MPH PER SCAQMD GUIDELINES IN ORDER TO LIMIT FUGITIVE DUST EMISSIONS. • THE CONTRACTOR SHALL ENSURE THAT ALL DISTURBED UNPAVED ROADS AND DISTURBED AREAS WITHIN THE PROJECT ARE WATERED AT LEAST THREE (3) TIMES DAILY DURING DRY WEATHER. WATERING, WITH COMPLETE COVERAGE OF DISTURBED AREAS, SHALL OCCUR AT LEAST THREE TIMES A DAY, PREFERABLY IN THE MID-MORNING, AFTERNOON, AND AFTER WORK IS DONE FOR THE DAY. • THE CONTRACTOR SHALL ENSURE THAT TRAFFIC SPEEDS ON UNPAVED ROADS AND PROJECT SITE AREAS ARE REDUCED TO 15 MILES PER HOUR OR LESS. BACM AQ -2 THE CALIFORNIA AIR RESOURCES BOARD, IN TITLE 13, CHAPTER 10, SECTION 2485, DIVISION 3 OF THE OF THE CALIFORNIA CODE OF REGULATIONS, IMPOSES A REQUIREMENT THAT HEAVY DUTY TRUCKS ACCESSING THE SITE SHALL NOT IDLE FOR GREATER THAN FIVE MINUTES AT ANY LOCATION. THIS MEASURE IS INTENDED TO APPLY TO CONSTRUCTION TRAFFIC. GRADING PLANS SHALL REFERENCE THAT A SIGN SHALL BE POSTED ON-SITE STATING THAT CONSTRUCTION WORKERS NEED TO SHUT OFF ENGINES AT OR BEFORE FIVE MINUTES OF IDLING (41). MM AQ -1 DURING GRADING ACTIVITY, THE CONTRACTOR SHALL ENSURE THAT ALL RUBBER TIRED DOZERS, SCRAPERS, AND GRADERS SHALL BE CALIFORNIA AIR RESOURCES BOARD (CARB) TIER 3 CERTIFIED OR BETTER. ADDITIONALLY, DURING GRADING ACTIVITY, THE CONTRACTOR SHALL ENSURE THE TOTAL HORSEPOWER -HOURS PER DAY FOR ALL EQUIPMENT SHALL NOT EXCEED 18,560 HORSEPOWER -HOURS PER DAY. MMA -2 IN ORDER TO REDUCE PROJECT -RELATED AIR POLLUTANT AND GREENHOUSE GAS (GHG) EMISSIONS, AND PROMOTE SUSTAINABILITY THROUGH CONSERVATION OF ENERGY AND OTHER NATURAL RESOURCES, BUILDING AND SITE PLAN DESIGNS SHALL ENSURE THE PROJECT ENERGY EFFICIENCIES SURPASS (EXCEED) APPLICABLE (2014) CALIFORNIA TITLE 24 ENERGY EFFICIENCY STANDARDS BY A MINIMUM OF 5 PERCENT. VERIFICATION OF INCREASED ENERGY EFFICIENCIES SHALL BE DOCUMENTED IN TITLE 24 COMPLIANCE REPORTS PROVIDED BY THE APPLICANT, AND REVIEWED AND APPROVED BY THE CITY PRIOR TO THE ISSUANCE OF THE FIRST BUILDING PERMIT. MM AQ -3 TO REDUCE ENERGY DEMAND ASSOCIATED WITH POTABLE WATER CONVEYANCE, THE PROJECT SHALL IMPLEMENT THE FOLLOWING: • U.S. EPA CERTIFIED WATERSENSE LABELED OR EQUIVALENT FAUCETS, HIGH -EFFICIENCY TOILETS (NETS), AND WATER -CONSERVING SHOWER HEADS. GENERAL EIR MITIGATION MEASURES FROM SWIP SPECIFIC PLAN DRAFT ENVIRONMENTAL IMPACT REPORT CITY OF FONTANA BENCHMARK NO. 289 NGVD29, ELEVATION =1 032.22' FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER CATAWBA AVENUE & SANTA ANA AVENUE • 4.2-1A: ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED IN GOOD OPERATION CONDITION SO AS TO REDUCE EMISSIONS. THE CONSTRUCTION CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION EQUIPMENT IS BEING PROPERLY SERVICED AND MAINTAINED AS PER THE MANUFACTURER'S SPECIFICATION. MAINTENANCE RECORDS SHALL BE AVAILABLE AT THE CONSTRUCTION SITE FOR CITY VERIFICATION. [GPEIR MM AQ -1] • 4.2-1B: PRIOR TO THE ISSUANCE OF ANY GRADING PERMITS, ALL APPLICANTS SHALL SUBMIT CONSTRUCTION PLANS TO THE CITY OF FONTANA DENOTING THE PROPOSED SCHEDULE AND PROJECTED EQUIPMENT USE. CONSTRUCTION CONTRACTORS SHALL PROVIDE EVIDENCE THAT LOW EMISSION MOBILE CONSTRUCTION EQUIPMENT WILL BE UTILIZED, OR THAT THEIR USE WAS INVESTIGATED AND FOUND TO BE INFEASIBLE FOR THE PROJECT. CONTRACTORS SHALL ALSO CONFORM TO ANY CONSTRUCTION MEASURES IMPOSED BY THE SCAQMD AS WELL AS CITY PLANNING STAFF. [GPEIR MM AQ- 2] • 4.6-1C: ALL PAINTS AND COATINGS SHALL MEET OR EXCEED PERFORMANCE STANDARDS NOTED IN SCAQMD RULE 1113. [GPEIR MM AQ -3] • 4.2-1D: PROJECTS THAT RESULT IN THE CONSTRUCTION OF MORE THAN 19 SINGLE-FAMILY RESIDENTIAL UNITS, 40 MULTIFAMILY RESIDENTIAL UNITS, OR 45,000 SQUARE FEET OF RETAIL/COMMERCIAL/INDUSTRIAL SPACE SHALL BE REQUIRED TO APPLY PAINTS EITHER BY HAND OR HIGH VOLUME, LOW PRESSURE (HVLP) SPRAY. [GPEIR MM AQ -4] • 4.2-1E: ALL ASPHALT SHALL MEET OR EXCEED PERFORMANCE STANDARDS NOTED IN SCAQMD RULE NO. REVISION DESCRIPTION 1108. [GPEIR MM AQ -5] • 4.2-1F PRIOR TO THE ISSUANCE OF GRADING PERMITS OR APPROVAL OF GRADING PLANS FOR FUTURE DEVELOPMENT PROJECTS WITHIN THE ADDED AREA, FUTURE DEVELOPMENTS SHALL INCLUDE A DUST CONTROL PLAN AS PART OF THE CONSTRUCTION CONTRACT STANDARD SPECIFICATIONS. THE DUST CONTROL PLAN SHALL INCLUDE MEASURES TO MEET THE REQUIREMENTS OF SCAQMD RULES 402 AND 403. • 4.2-2A: ALL 'LARGE-SCALE" PROJECT APPLICANTS SHALL PROVIDE INCENTIVES TO USE MASS TRANSIT INCLUDING THE PLACEMENT OF BUS STOP SHELTERS ALONG MAJOR THOROUGHFARES IF NOT SO EQUIPPED. (CITY STAFF SHALL DETERMINE WHAT DENOTES A 'LARGE-SCALE" PROJECT.) [GPEIR MM AQ -7] • 4.2-26: ALL 'LARGE-SCALE" PROJECT APPLICANTS SHALL INCORPORATE A BIKE/WALKING PATH BETWEEN THESE SHELTERS, THE PROPOSED RESIDENTIAL AREAS, AND THE PROPOSED COMMERCIAL AREAS. THESE PATHS SHALL BE UT AND CONFIGURED SO AS TO AVOID POTENTIAL CONFLICT WITH ROADWAYS AND RAILROAD ACTIVITIES. [GPEIR MM AQ -8] • 4.2-2C: ALL INDUSTRIAL AND COMMERCIAL FACILITIES SHALL POST SIGNS REQUIRING THAT TRUCKS SHALL NOT BE LEFT IDLING FOR PROLONGED PERIODS PURSUANT TO TITLE 13 OF THE CALIFORNIA CODE OF REGULATIONS, SECTION 2485, WHICH LIMITS IDLE TIMES TO NOT MORE THAN FIVE MINUTES. [GPEIR MM AQ -9] • 4.2-21): THE CITY SHALL REQUIRE THAT BOTH INDUSTRIAL AND COMMERCIAL USES DESIGNATE PREFERENTIAL PARKING FOR VANPOOLS. [GPEIR MM AQ -10] • 4.2-2E: THE PROPOSED COMMERCIAL AND INDUSTRIAL AREAS SHALL INCORPORATE FOOD SERVICE. [GPEIR MM AQ -11] • 4.2-2F: ALL INDUSTRIAL AND COMMERCIAL SITE TENANTS WITH 50 OR MORE EMPLOYEES SHALL BE REQUIRED TO POST BOTH BUS AND METROLINK SCHEDULES IN CONSPICUOUS AREAS. [GPEIR MM AQ -12] • 4.2-2G: ALL INDUSTRIAL AND COMMERCIAL SITE TENANTS WITH 50 OR MORE EMPLOYEES SHALL BE REQUESTED TO CONFIGURE THEIR OPERATING SCHEDULES AROUND THE METROLINK SCHEDULE TO THE EXTENT REASONABLY FEASIBLE. [GPEIR MM AQ -13] • 4.2-2H: ALL RESIDENTIAL AND COMMERCIAL STRUCTURES SHALL BE REQUIRED TO INCORPORATE HIGH EFFICIENCY/LOW POLLUTING HEATING, AIR CONDITIONING, APPLIANCES, AND WATER HEATERS. [GPEIR MM AQ -14] • 4.2-21: ALL RESIDENTIAL AND COMMERCIAL STRUCTURES SHALL BE REQUIRED TO INCORPORATE THERMAL PANE WINDOWS AND WEATHER-STRIPPING. [GPEIR MM AQ -15] • 4.2-2J: ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL STRUCTURES SHALL BE REQUIRED TO INCORPORATE LIGHT COLORED ROOFING MATERIALS. [GPEIR MM AQ -16] • 4.2-2K: PRIOR TO APPROVAL OF FUTURE DEVELOPMENT PROJECTS WITHIN THE 2010 ADDED AREA, THE CITY OF FONTANA REDEVELOPMENT AGENCY SHALL CONDUCT PROJECT -LEVEL ENVIRONMENTAL REVIEW TO DETERMINE POTENTIAL VEHICLE EMISSION IMPACTS ASSOCIATED WITH THE PROJECT(S). MITIGATION MEASURES SHALL BE DEVELOPED FOR EACH PROJECT AS IT IS CONSIDERED TO MITIGATE POTENTIALLY SIGNIFICANT IMPACTS TO THE EXTENT FEASIBLE. POTENTIAL MITIGATION MEASURES MAY REQUIRE THAT FACILITIES WITH OVER 250 EMPLOYEES (FULL OR PART-TIME EMPLOYEES AT A WORKSITE FOR A CONSECUTIVE SIX-MONTH PERIOD CALCULATED AS A MONTHLY AVERAGE), AS REQUIRED BY THE AIR QUALITY MANAGEMENT PLAN, IMPLEMENT TRANSPORTATION DEMAND MANAGEMENT (TDM) PROGRAMS. DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. QROfESSlpyq H. dip �y �NO. 33366�P, EXPIRATION 2 *�, 6-30-2018 //* OFIVOAV-\E!�o UTILITY CONTACTS ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6203 f,1=1 31i FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CALIFORNIA 92335 (909) 822-2201 GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (800) 427-2200 CIVIL ENGINEER HUITT-ZOLLARS, INC 3990 CONCOURS, #330 ONTARIO, CA. 91761 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: MAURICE MURAD TELEPHONE AT&T 3939 E CORONADO STREET ANAHEIM, CA 92807 (714) 237-6155 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 n SPECTRUM 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (800) 892-2253 OWNER/DEVELOPER OAKMONT INDUSTRIAL GROUP 3520 PIEDMONT ROAD SUITE 100 ATLANTA, GA 30305 PH: 949-215-3796 CONTACT: JOHN ATWELL t SOILS ENGINEER/GEOTECH SOUTHERN CALIFORNIA GEOTECHNICAL, INC. 22885 SAM RANCH PARKWAY, SUITE E YORBA LINDA, CA 92887 PHONE (714) 685-1115 FAX (714) 685-1118 CONTACT: JOHN SEMINARA SHEET INDEX MAP SCALE. 1"=500' SHEET INDEX SHT NO. DESCRIPTION 1 TITLE SHEET 2 CATAWBA AVENUE STA. 44+12.49 TO 50+71.92 NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOW OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMINIFY, AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE OWNER PRIOR TO THE COMMENCEMENT OR WORK. UITT-~-ZOLLARS Huitt-Zollars, Inc. Ontario 3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 APPROVED BY MAURICE H. MURAD R.C.E. 33366 EXPIRES DATE 6-30-18 %� / CITY OF FONTANA, CALIFORNIA DRAWN BY: TITLE SHEET SCALE. H -Z STAFF AS SHOWN DESIGNED BY: CATAWBA AVENUE DATE: M.H.M. 12-2016 CHECKED BY: LAP&OVE�W DWGNO.:M.H.M. •LZ - ITY ENGINEER R.C.E. 51152 DATE: L