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Home My WebLink About5589-1GENERAL 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. 3. 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. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET 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. CURVE DATA REFERS TO THE FACE OF CURB. 14. STA110NING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. 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. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL., 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. R-4TANERS1000611111110 mj� opgqi� I 101 ED 1- 19, "p Ilit, 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 FUG11VE 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 11RED 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. MM AQ -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 (HETS), AND WATER -CONSERVING SHOWER HEADS. GENERALTER MITIGATION MEASURES FROM SWIP SPECIFIC PLAN DRAFT ENVIRONMENTAL IMPACT REPORT • 4.2-1 A: 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] • 4.2-16: 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] • 4.2-11): 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 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] • 4.2-2B: 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 METROUNK SCHEDULE TO THE EXTENT REASONABLY FEASIBLE. [GPEIR MM AQ -13] • 4.2-2H: ALL RESIDENTIAL AND COMMERCIAL STRUCTURES SHALL BE REQUIRED TO INCORPORATE HIGH EFFICIENCYAOW 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-11ME 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. NOTE: STREET 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. * THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL SECTIONS AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF R -VALUE TESTS. UTILITY PROVIDERS ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6203 WATER 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 91764 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: MAURICE MURAD OWNER/DEVELOPER OAKMONT INDUSTRIAL GROUP 3520 PIEDMONT ROAD SUITE 100 ATLANTA, GA 30305 PH: 949-215-3796 CONTACT: JOHN ATWELL TELEPHONE AT&T 3939 E CORONADO STREET ANAHEIM, CA 92807 (714) 237-6155 SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 CABLE SPECTRUM 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (800) 892-2253 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 s E ABBREVIATIONS VC CONSTRUCTION NOTES TP TOP OF PAVEMENT TC TOP OF CURB QvanlnnEs O CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 ........................... 706 LF O5 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 ...................................... 3,186 SF O CONSTRUCT 4.5" MIN. AC PAVEMENT OVER 9" CAB OVER 12" MIN 959 COMPACTED GRADE BREAK HP HIGH POINT NATIVE SUBGRADE PER CITY OF FONTANA . S.TD.. NO.. 400 ...................................................... 13,725 SF t5 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002 ................................... 1,598 SF 5o CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA LOCAL DEPRESSION EP EDGE OF PAVEMENT STD. 3003 (CASE A), H=4........................................................................................... 1 EA 6o SAWCUT AND REMOVE EXISTING AC PAVING.....................................................................9,071 P.I.P. - SF 6t SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER........................................................... 178 LF s2 SAWCUT AND REMOVE EXISTING PCC SIDEWALK................................................................... 712 SF 7o REMOVE EXISTING CMP INLET SEE STORM DRAIN PLAN, DWG 5414 ............................................. 1 EA 78 RELOCATE EXISTING UTILITY PULLBOX BY OTHERS............................................................. 1 EA 8o RELOCATE EXISTING FIRE HYDRANT BY OTHERS................................................................... 1 EA 81 RELOCATE EXISTING STREET LIGHT & APPURTENANCES BY OTHERS ................................................ 1 EA 82 REMOVE EXISTING WATER METER BY WATER COMPANY............................................................... 1 EA 83 RELOCATE EXISTING STREET LIGHT PULLBOX BY OTHERS............................................................ 1 EA 92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE ..................... 93 COLD PLANE EXISTING AC MINIMUM 0.10' DEPTH & AC OVERLAY TO MATCH EXISTING ........................... 306 SF 94 TIE -OUT AND RESET EXISTING SURVEY MONUMENT..................................................................3 EA 195 SAWCUT & REMOVE EXISTING DRIVEWAY AND APPURTENANCES...................................................... 1 EA * THE PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL SECTIONS AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER AT THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF R -VALUE TESTS. UTILITY PROVIDERS ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6203 WATER 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 91764 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: MAURICE MURAD OWNER/DEVELOPER OAKMONT INDUSTRIAL GROUP 3520 PIEDMONT ROAD SUITE 100 ATLANTA, GA 30305 PH: 949-215-3796 CONTACT: JOHN ATWELL TELEPHONE AT&T 3939 E CORONADO STREET ANAHEIM, CA 92807 (714) 237-6155 SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 CABLE SPECTRUM 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (800) 892-2253 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 s E ABBREVIATIONS VC VERTICAL CURVE TP TOP OF PAVEMENT TC TOP OF CURB EL ELEVATION FL FLOWLINE FG FINISH GRADE FS FINISH SURFACE CF CURB FACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION TG TOP OF GRATE CB CATCH BASIN RD ROOF DRAIN LD LOCAL DEPRESSION EP EDGE OF PAVEMENT COTG - CLEANOUT TOP OF GRATE SMH- SEWER MANHOLE R RIDGE LINE P.I.P. - PROTECT IN PLACE CL CENTERLINE DWY DRIVEWAY C&G CURB AND GUTTER TB TOP OF BERM TW TOP OF WALL EG EXISTING GROUND PP POWER POLE LEGEND RIGHT OF WAY LOT LINE 1 EASEMENT EXISTING SEWER EXISTING WATER EXISTING ELECTRICAL EXISTING GAS AC PAVEMENT REMOVAL NTERs,AT LEGEND 10 Ti x { LIMITS SLOVER AVENUE Lm SANTA ANA AVENUE A W Lu 2 412 e 2 e e � ROSE AVENUE Cr � e 2 y e Q. U U JURUPA AVENUE VICINITY MAP NOT TO SCALE SHEET 3 SHEET INDEX MAP SCALE: 1"=200' SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET & TYPICAL SECTIONS AND DETAILS 2 STREET IMPROVEMENT PLANS AND PROFILES 3 STREET CROSS SECTIONS PROP. W'LY R/W EXIST EXIST. E'LY EXIST. W'LY CL R/W R/W 34' 33' 2' 32' 12' 22' 22' 11' 10 6" 5' 6.5' TRAVEL LANE 29; _- I EXIST. AC/AB ----- i f +- - - - - - - - - - - PROP. SW --- --- /\ T ----------------------------------------- FUTURE. SW 'L PROP. C&G PROP. AC/AB EXIST. C&G CATAWBA AVENUE - TYPICAL SECTION N.T.S. TI=6.5 (COLLECTOR) BENCH MARK: NO. REVISION DESCRIPTION DATE ENGR. CITY DATE I CITY OF FONTANA, CALIFORNIA D SHOULD CONSTRUCTION OF THE �%�OFESS/� CITY OF FONTANA BENCHMARK N0. 289 Oul NGVD29, ELEVATION=1032.22' REQUIRED IMPROVEMENTS NOT p. QR ' ' • T .. �� Di]pGOo MCt]C1� p�Q�r FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER CATAWBA COMMENCE WITHIN TWO YEARS %��;• ��CE H' li,P , yc� AVENUE &SANTA ANA AVENUE o OF THE DATE OF APPROVAL 00� ;.��NO. 333669 ?�� Huitt-Zollars, Inc. Ontario DRAWN BY: CATAWBA AVENUE SCALE: SHOWN HEREON AND CARRIED / 3. m BASIS OF BEARING: DIAL TWO WORKING FORTH IN A DILIGENT MANNER, 00 EXPIRATION : m/ 3990 CONCOURS, SUITE 330 *ONTARIO, CALIFORNIA 91764 • (909) 941-7799 HZ STAFF AS SHOWN : BEFORE ��. DAYS BEFORE THE CITY ENGINEER MAY REQUIRE �j *'•. 6-30-2018 : *�0 DESIGNED BY: TITLE SHEET - STREET CROSS SECTION DATE: THE BEARING OF NORTH 89'45'02 EAST OF THE CENTERLINE YOU DIG YOU DIG REVISIONS TO THE PLANS TO LI, • o O STRUCTIO NOTES & QUANTITY ESTIMATE 12/2016 OF SANTA ANA AVENUE PER PARCEL MAP NO. 19527 FILED J •.. Clvl\, ,• �Q / APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE DLW IN BOOK 243 PAGES 54, 55 AND 56, OF PARCEL MAPS, TOLL FREE 1-800-227-2600 BRING THEM INTO CONFORMANCE 119j�. •., .-'�� CHECKED BY: APPROVED B . DWG. NO.: RECORDS OF SAN BERNARDINO COUNTY HAS BEEN TAKEN AS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WITH STANDARDS IN EFFECT. %X OF =V\ 33366 6-30-18 / 30�� M.H.M. v t-� Z, -zz 1 THE BASIS OF BEARING FOR THIS SURVEY. 24A�� CITY ENGINEER R.C.E. 51152 DATE: 3