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HomeMy WebLinkAbout5414-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WIN 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERUNE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. 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. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. 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. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. 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. 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 12A. ALL REINFORCED CONCRETE SHALL BE 3,250 PSI, AT 28 DAYS, PORTLAND CEMENT TYPE IV. 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. 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 SAFETY. 15. 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. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. 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 K17HOUT PRIOR WRITTEN APPROVAL 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 19. 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. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. 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. 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. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXIS77NG 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 N077FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXIS77NG FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCA77ONS SHOWN ON THE PLANS. 29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 30. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE 'W.A.T.C.H. MANUAL", LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 33. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP STORM DRAIN PIPE IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=5000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND Fc=6000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. DIGdLM DIAL TWO WORKING BEFORE��jDAYS BEFORE YOU DIG YOU DIG TOLL FREE T -a130-227-26130 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CATAWBA AVENUE BEING NORTH 001500" EAST PER R.S.B. 79/56. P U =LIC = T OR1 1111 1 1 MM DRAIN IMPROVEMENT PLA-..PjN kMATS4T4ER = TO0RM DRAIN PLAN DZ - ABBREVIATIONS V eA T eA37o rA A IMV 17eW IS TC TRANSITION STRUCTURE TOP OF CURB 7 EA DESCRIPTION EXISTING EL ELEVATION -- -- CENTERLINE FL FLOWLINE SEWER LINE CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER SPPWC STD. PLAN 342-2 ................................ 3 EA FG FS FINISH GRADE FINISH SURFACE CONSTRUCTION NOTES & QUANTITY ESTIMATES WATER LINE N CF CURB FACE SPPWC STD. PLAN 343-2................................................................................................... 1 EA STORM DRAIN GB GRADE BREAK QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS MUST PREPARE - 13 EA HP HIGH POINT THEIR OWN QUANTITIES AND BID A COMPLETE JOB. THRUST BLOCK SAWCUT AND REMOVE EXISTING AC/AB, LIMITS AND TRENCH PER CITY OF INV INVERT ELEVATION = ..... .... ..... ...... 74,213 SF MANHOLE TG TOP OF GRATE NOTES: 1. ALL STORM DRAIN QUANTITIES SHOWN ON PLANS ARE BASED ON HORIZONTAL PROJECTION. PLAN 1008 AND AS INDICATED ON PLAN.................................................................................74,213 10 CB CATCH BASIN IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE TRUE LENGTHS OF PIPE. FIRE HYDRANT STD. PLAN 3003 (CASE A), H=4".......................................................................................... JS JUNCTION STRUCTURE REMOVE EXISTING PIPE....................................................................................................... 47 LF STORM DRAIN MANHOLE SMH SEWER MANHOLE 2. CONTRACTOR TO ADJUST ALL MANHOLE RIMS AND VALVE COVERS TO GRADE AFTER FINAL SPPWC STD. PLAN 211-2 ............................................................................. ... 1 EA CMP CORRUGATED METAL PIPE PAVING HAS BEEN INSTALLED. FENCE - MH MANHOLE SCHEDULES IN CONSPICUOUS AREAS [GPEIR MM AQ -12] ENERGY AND OTHER NATURAL RESOURCES BUILDING AND S17E PLAN DESIGNS DIRECTION OF DRAINAGE TP TOP PAVEMENT CONSTRUCTION NOTES SCHEDULES AROUND THE METROLINK SCHEDULE TO THE EXTENT REASONABLY MINIMUM OF 5 PERCENT. VERIFICA77ON OF INCREASED ENERGY EFFICIENCIES SHALL GA GAUGE E • 42-2H: ALL RESIDEN77AL AND COMMERCIAL STRUCTURES SHALL BE APPLICANT, AND REVIEWED AND APPROVED BY THE CITY PRIOR TO THE ISSUANCE REQUIRED TO INCORPORATE HIGH EFFICIENCY/LOW POLLUTING HEATING, AIR GALV. GALVANIZED D9 INSTALL 24" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) 118 LF CONN. CSP CONNECT CORRUGATED STEEL PIPE 10 INSTALL 30" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ..................................................... 134 LF WS EL GA WATER SURFACE ELEVATION GAUGE D11 INSTALL 36" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ..................................................... 48 LF GALV. CONN. GALVANIZED CONNECT 12 INSTALL 42" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 578 LF CL CENTERLINE 14 INSTALL 48" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ..................................................... 87 LF S SEWER D16 INSTALL 60" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) . . . . . .. . . . . . ... . .. . . .. . .. . ... . .. . .. .........---• . 570 LF W CMP WATER CORRUGATED METAL PIPE 1® INSTALL 66" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) .................................................... 2185 LF RCB RCP REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE D33 CONSTRUCT 8'x4' RCB PER CALTRANS STD. PLAN D80................................................................. 470 LF PVC POLYVINYL CHLORIDE PIPE CONSTRUCT CMP INLET PER DETAIL ON SHEET 1......................................................................... 3 EA CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004 (WIDTH & V -DEPTH PER PLAN)............................................................................................. 5 EA LEGEND OF SYMBOLS 7 EA DESCRIPTION EXISTING PROPOSED RWLINE -- -- CENTERLINE - - SEWER LINE CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER SPPWC STD. PLAN 342-2 ................................ 3 EA GAS LINE CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1......................................................................... 6 EA WATER LINE N Cafforrla Board Of Civil Engineers 8 Land Surveyors TELEPHONE LINE SPPWC STD. PLAN 343-2................................................................................................... 1 EA STORM DRAIN REMOVE EXISTING HEADWALL STRUCTURE.................................................................................. - WATER VALVE - 13 EA REDUCER PROTECT IN PLACE (ITEM AS INDICATED ON PLANS)................................................................... 1 LS THRUST BLOCK SAWCUT AND REMOVE EXISTING AC/AB, LIMITS AND TRENCH PER CITY OF . . . . . ......... 12 EA CATCH BASIN = ..... .... ..... ...... 74,213 SF MANHOLE CONSTRUCT AC/AB PAVEMENT REPLACEMENT PER CITY OF FONTANA STD. m AIR RELIEF VALVE PLAN 1008 AND AS INDICATED ON PLAN.................................................................................74,213 10 BLOWOFF VALVE CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA Q FIRE HYDRANT STD. PLAN 3003 (CASE A), H=4".......................................................................................... Y STREET LIGHT REMOVE EXISTING PIPE....................................................................................................... 47 LF STORM DRAIN MANHOLE INSTALL MANHOLE SHAFT FRAME & COVER PRESSURE TYPE PER 13 POWER POLE SPPWC STD. PLAN 211-2 ............................................................................. ... 1 EA METER REMOVE EXISTING PIPE PLUG AND JOIN EXISTING STORM DRAIN MAI AQ -2 FENCE - EMPLOYEES SHALL BE REQUIRED TO POST BOTH BUS AND METROLINK TRAFFIC SIGNAL SCHEDULES IN CONSPICUOUS AREAS [GPEIR MM AQ -12] ENERGY AND OTHER NATURAL RESOURCES BUILDING AND S17E PLAN DESIGNS DIRECTION OF DRAINAGE J EMPLOYEES SHALL BE REQUESTED TO CONFIGURE THEIR OPERATING 8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012 ....................................................... 7 EA 8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011 ....................................................... 5 LF D61 CONSTRUCT JUNCTION PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 3010 ...................................... 2 EA © CONSTRUCT JUNCTION PIPE TO PIPE PER CITY OF FONTANA STD. PLAN 2009 ..................................... 1 EA 65 CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE PER SPPWC STD. PLAN 342-2 ................................ 3 EA 70 CONSTRUCT PIPE PLUG PER DETAIL ON SHEET 1......................................................................... 6 EA 78 CONSTRUCT TRANSITION STRUCTURE DOUBLE RCB TO SINGLE RCB PER Cafforrla Board Of Civil Engineers 8 Land Surveyors OF PIPE SPPWC STD. PLAN 343-2................................................................................................... 1 EA 1® REMOVE EXISTING HEADWALL STRUCTURE.................................................................................. 2 EA 12 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED .................................... 13 EA 129 PROTECT IN PLACE (ITEM AS INDICATED ON PLANS)................................................................... 1 LS D131 SAWCUT AND REMOVE EXISTING AC/AB, LIMITS AND TRENCH PER CITY OF . . . . . ......... 12 EA THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS REQUIREMENT FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN ......................................... ..... .... ..... ...... 74,213 SF 1® CONSTRUCT AC/AB PAVEMENT REPLACEMENT PER CITY OF FONTANA STD. PLAN 1008 AND AS INDICATED ON PLAN.................................................................................74,213 SF 1® CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA 1 LS PROFESSIONAL AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W DI STD. PLAN 3003 (CASE A), H=4".......................................................................................... 5 EA 13 REMOVE EXISTING PIPE....................................................................................................... 47 LF 16 INSTALL MANHOLE SHAFT FRAME & COVER PRESSURE TYPE PER DAY FOR ALL EQUIPMENT SHALL NOT EXCEED 1$560 HORSEPOWER -HOURS PER SPPWC STD. PLAN 211-2 ............................................................................. ... 1 EA D16T REMOVE EXISTING PIPE PLUG AND JOIN EXISTING STORM DRAIN MAI AQ -2 NOTESO PRESSURE (HVLP) SPRAY. (GPEIR MM AG -41 ................................................... 1 EA CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE DnD SAWCUT AND REMOVE EXISTING CURB & GUTTER (LIMITS AS INDICATED ON PLAN) ..................................... 160 LF CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST • 42-1F PRIOR TO THE ISSUANCE OF GRADING PERMITS OR APPROVAL OF INSIDE GRADING PLANS FOR FUTURE DEVELOPMENT PROJECTS WITHIN THE ADDED OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDD221 AREA, FUTURE DEVELOPMENTS SHALL INCLUDE A DUST CONTROL PUN AS USE EXTREME CAUTION AND PROTECT EXISTING UTILITIES IN PLACE WHILE 1" CEMENT GROUT ­INSIDE TO THE CITY ENGINEER FOR REVIEW. EDGE OF RCP GROOVE OR END WORKING IN THIS AREA...................................................................................................... - EA Cafforrla Board Of Civil Engineers 8 Land Surveyors OF PIPE COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING.................................24,081 SF CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED 232 INSTALL TYPE F DELINEATOR ON FLEXIBLE POST 5' ON CENTER PER MUTCD FIGURE SHALL DETERMINE WHAT DENOTES A URGE -SCALE' PROJECT.) (GPEIR MM CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND AQ -71 2485, DIVISION 3 OF THE OF THE CALIFORNIA CODE OF REGULATIONS IMPOSES A . 4.2-28: ALL URGE -SCALE' PROJECT APPLICANTS SHALL INCORPORATE A COMPLETE RESPONSIBILITY FOR JOB SITE CON0177ONS DURING THE COURSE OF CONSTRUCTION OF BIKE/WALKING PATH BETWEEN THESE SHELTERS THE PROPOSED RESIDEN71AL 3F-101(CA) CLASS 1................................................................................. . . . . . . . . . . . . . . . ......... 12 EA THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS REQUIREMENT LIT AND CONFIGURED SO AS TO AVOID POTEN77AL CONFLICT WITH ROADWAYS RELOCATE EXISTING ELECTRICAL CONDUITS AS NECESSARY. COORDINATE NTH CONDUIT(S) AND RAILROAD ACTIVITIES [GPEIR MM AQ -8] SHALL BE MADE TO APPLY CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND • 4.2-2C: ALL INDUSTRIAL AND COMMERCIAL FACIL177ES SHALL POST SIGNS CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN REQUIRING THAT TRUCKS SHALL NOT BE LEFT IDLING FOR PROLONGED RESPECTIVE UTILITY COMPANY FOR RELOCATION.......................................................................... 1 LS PROFESSIONAL AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W DI SECTION 2485, WHICH LIMITS IDLE TIMES TO NOT MORE THAN FIVE MINUTES CONSTRUCT 4" THICK AC LOCAL DEPRESSION AROUND CMP INLET PER DETAIL ON SHEET t 3 EA THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE • 4.2-2D: THE CITY SHALL REQUIRE THAT B01H INDUSTRIAL AND COMMERCIAL ........................... USES DESIGNATE PREFEREN71AL PARKING FOR VANPOOLS [GPEIR MM AQ -10] NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U71UTY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U71LITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT THE U77LITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERA77ONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 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 BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR 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, EXCEP77NG FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. OWNER/DEVELOPER CIVIL ENGINEER RIDGE DEVELOPMENT COMPANY HUITT-ZOLLARS, INC 2211 MICHELSON DRIVE SU17E 650 3990 CONCOURS ST 1330 IRVINE, CA 92612 ONTARIO, CA. 91764 PH: 949-751-5721 PHONE (909) 941-7799 CONTACT.• DENNIS RICE FAX (909) 941-7789 CONTACT: MAURICE MURAD BENCHMARK 289 ELEV. 1032.22 LOCATION: CITY OF FONTANA FOUND RAILROAD SPIKE IN POWER POLE #61319, NE CORNER CATAWBA AVENUE & SANTA ANA AVENUE. Z RECORD ORAw/NG Not IAIA. NO. I REVISION DESCRIPTION J #4 REBAR REMOVABLE STD. GALV. o 6" O.C. CMP CONN. BAND a WELDED (TYP.) ;o ELEV. "B" FINISHED GRADE SEE PLAN & PROFILE FOR D2 AND ELEVATIONS A & B D1=1.5xD2 (OR AS SHOWN) 14 GA CMP 8" MIN. D2=D3 SI / SCM \ i �8' MIN. SLOP SLAB TO DRAIN ' \!CONC. COLLAR SLOPE WHERE APPLICABLE 2' OR AS INDICATED ON PLANS &_IC�M�P INLET TO SCALE SOILS ENGINEER/GEOTECH SOUTHERN CALIFORNIA GEOTECHNICAL, INC. 22885 SAW RANCH PARKWAY, SUITE E YORBA LINDA, CA 92887 PHONE (714) 685-1115 FAX (714) 685-1118 CONTACT.• DANIEL W. NIELSEN V61 /7 DATE I ENGR. CITY 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. 3.1 GROUND 4" AC 296 CMP RISER DIAMETER PER PLAN 1_JLJ.UU BRICK & MORTAR aosuRE UTILITY PROVIDERS • `- ' Q1--L0�--10T--�I ° ' SEWER GAS •• �L 001., 'DOUBLE COURSE OF CITY OF FONTANA SOUTHERN CALIFORNIA GAS CO. A , :0 , " 4 x 8 BRICK & MORTAR 8353 SIERRA AVENUE SAN DIMAS CA 91773 P.O. BOX 518 (800)427-2000 NOTE: FOR ALL PVC PIPES 0c15" (009435, CA 92335 ( ) (909) 350-6632 TELEPHONE USE PVC PLUG FOR CLOSURE. AT&T BRICK AND MORTAR PLUG WATER LYDIA CANDIA DTv 3939 E CORONADO STREET NOT TO SCALE FONTANA WATER COMPANY ANAHEIM, CA 92807 15966 ARROW ROUTE 714-237-6155 FONTANA, CA 92335 (909) 822-2201 AIR -QUALITY -MITIGATION -NOTES C/) �m y�j F Z w 3 N 2 W Z W � 0) Q CR9� < M W c Q Ow09 MyoW1 (7 2 W F- 3oWz gay < LU g w OIr U8 o�ZW- WLU LU o y w LU LU m cr Ill 2¢w < � CLWCcx 30" MIN 3:1 4" AC 296 4• AC LOCAL DEPRESSION DETAILS NOT TO SCALE T ELECTRIC SOUTHERN CALIFORNIA I PABLO IBARRA 7951 REDWOOD AVENUE FONTANA, CA 92336 909-357-6203 CABLE - N TIME WARNER EDDIE WALKER REQUIRED TO APPLY PAINTS EITHER BY HAND OR HIGH VOLUME; LOW -16] PRESSURE (HVLP) SPRAY. (GPEIR MM AG -41 BRICK LAID SHEET N0. CEASE WHEN WINDS EXCEED 25 MPH PER SCAQAID GUIDELINES IN ORDER TO • 4.2-1E: ALL ASPHALT SHALL MEET OR EXCEED PERFORMANCE STANDARDS LIMIT FUGITIVE DUST EMISSIONS. NOTED IN SCAQMD RULE 1108. (GPEIR MM AG -51 •LENGTHWISE & MORTARED • • 42-1F PRIOR TO THE ISSUANCE OF GRADING PERMITS OR APPROVAL OF INSIDE GRADING PLANS FOR FUTURE DEVELOPMENT PROJECTS WITHIN THE ADDED DIAMETER AREA, FUTURE DEVELOPMENTS SHALL INCLUDE A DUST CONTROL PUN AS DISTURBED AREAS SHALL OCCUR AT LEAST THREE TIMES A DAY, 1" CEMENT GROUT ­INSIDE PREFERABLY IN THE MID-MORNING, AFTERNOON, AND AFTER WORK IS DONE EDGE OF RCP GROOVE OR END CAPPING AT END , . OF PIPE (IF BROKEN) OF PIPE AND PROJECT SITE AREAS ARE REDUCED TO 15 MILES PER HOUR OR LESS INCENTIVES TO USE MASS TRANSIT INCLUDING THE PLACEMENT OF BUS STOP 1_JLJ.UU BRICK & MORTAR aosuRE UTILITY PROVIDERS • `- ' Q1--L0�--10T--�I ° ' SEWER GAS •• �L 001., 'DOUBLE COURSE OF CITY OF FONTANA SOUTHERN CALIFORNIA GAS CO. A , :0 , " 4 x 8 BRICK & MORTAR 8353 SIERRA AVENUE SAN DIMAS CA 91773 P.O. BOX 518 (800)427-2000 NOTE: FOR ALL PVC PIPES 0c15" (009435, CA 92335 ( ) (909) 350-6632 TELEPHONE USE PVC PLUG FOR CLOSURE. AT&T BRICK AND MORTAR PLUG WATER LYDIA CANDIA DTv 3939 E CORONADO STREET NOT TO SCALE FONTANA WATER COMPANY ANAHEIM, CA 92807 15966 ARROW ROUTE 714-237-6155 FONTANA, CA 92335 (909) 822-2201 AIR -QUALITY -MITIGATION -NOTES C/) �m y�j F Z w 3 N 2 W Z W � 0) Q CR9� < M W c Q Ow09 MyoW1 (7 2 W F- 3oWz gay < LU g w OIr U8 o�ZW- WLU LU o y w LU LU m cr Ill 2¢w < � CLWCcx 30" MIN 3:1 4" AC 296 4• AC LOCAL DEPRESSION DETAILS NOT TO SCALE T ELECTRIC SOUTHERN CALIFORNIA I PABLO IBARRA 7951 REDWOOD AVENUE FONTANA, CA 92336 909-357-6203 CABLE - N TIME WARNER EDDIE WALKER REQUIRED TO APPLY PAINTS EITHER BY HAND OR HIGH VOLUME; LOW -16] PRESSURE (HVLP) SPRAY. (GPEIR MM AG -41 • ALL CLEARING, GRADING, EARTH -MOVING, OR EXCAVATION ACTIVITIES SHALL SHEET N0. CEASE WHEN WINDS EXCEED 25 MPH PER SCAQAID GUIDELINES IN ORDER TO • 4.2-1E: ALL ASPHALT SHALL MEET OR EXCEED PERFORMANCE STANDARDS LIMIT FUGITIVE DUST EMISSIONS. NOTED IN SCAQMD RULE 1108. (GPEIR MM AG -51 • THE CONTRACTOR SHALL ENSURE THAT ALL DISTURBED UNPAVED ROADS AND • 42-1F PRIOR TO THE ISSUANCE OF GRADING PERMITS OR APPROVAL OF DISTURBED AREAS WITHIN THE PROJECT ARE WATERED AT LEAST THREE (3) GRADING PLANS FOR FUTURE DEVELOPMENT PROJECTS WITHIN THE ADDED TIMES DAILY DURING DRY WEATHER. WATERING, WITH COMPLETE COVERAGE OF AREA, FUTURE DEVELOPMENTS SHALL INCLUDE A DUST CONTROL PUN AS DISTURBED AREAS SHALL OCCUR AT LEAST THREE TIMES A DAY, PART OF THE CONSTRUCTION CONTRACT STANDARD SPECIFICATIONS THE PREFERABLY IN THE MID-MORNING, AFTERNOON, AND AFTER WORK IS DONE DUST CONTROL PLAN SHALL INCLUDE MEASURES TO MEET THE REQUIREMENTS FOR THE DAY. OF SCAQMD RULES 402 AND 403. • THE CONTRACTOR SHALL ENSURE THAT TRAFFIC SPEEDS ON UNPAVED ROADS • 4.2-2A: ALL URGE -SCALE" PROJECT APPLICANTS SHALL PROVIDE AND PROJECT SITE AREAS ARE REDUCED TO 15 MILES PER HOUR OR LESS INCENTIVES TO USE MASS TRANSIT INCLUDING THE PLACEMENT OF BUS STOP SHELTERS ALONG MAJOR THOROUGHFARES IF NOT SO EQUIPPED. (CITY STAFF BACM AO -2 SHALL DETERMINE WHAT DENOTES A URGE -SCALE' PROJECT.) (GPEIR MM THE CALIFORNIA AIR RESOURCES BOARD, IN TITLE 13, CHAPTER 10, SECTION AQ -71 2485, DIVISION 3 OF THE OF THE CALIFORNIA CODE OF REGULATIONS IMPOSES A . 4.2-28: ALL URGE -SCALE' PROJECT APPLICANTS SHALL INCORPORATE A REQUIREMENT THAT HEAVY DUTY TRUCKS ACCESSING THE SITE SHALL NOT IDLE BIKE/WALKING PATH BETWEEN THESE SHELTERS THE PROPOSED RESIDEN71AL FOR GREATER THAN FIVE MINUTES AT ANY LOCATION. THIS MEASURE IS INTENDED AREAS, AND THE PROPOSED COMMERCIAL AREAS THESE PATHS SHALL BE TO APPLY TO CONSTRUC77ON TRAFFIC. GRADING PLANS SHALL REFERENCE THAT LIT AND CONFIGURED SO AS TO AVOID POTEN77AL CONFLICT WITH ROADWAYS A SIGN SHALL BE POSTED ON -97E STA7ING THAT CONSIRUC71ON WORKERS NEED AND RAILROAD ACTIVITIES [GPEIR MM AQ -8] TO SHUT OFF ENGINES AT OR BEFORE FIVE MINUTES OF IDLING (41). • 4.2-2C: ALL INDUSTRIAL AND COMMERCIAL FACIL177ES SHALL POST SIGNS MM AO -1 REQUIRING THAT TRUCKS SHALL NOT BE LEFT IDLING FOR PROLONGED PERIODS PURSUANT TO TITLE 13 OF THE CALIFORNIA CODE OF REGULA77ON S DURING GRADING ACTIVITY, THE CONTRACTOR SHALL ENSURE THAT ALL RUBBER SECTION 2485, WHICH LIMITS IDLE TIMES TO NOT MORE THAN FIVE MINUTES 71RED DOZERS, SCRAPERS, AND GRADERS SHALL BE CALIFORNIA AIR RESOURCES [GPEIR MM AQ -9] BOARDCARE 77ER 3 CERTIFIED OR BETTER. ADDITIONALLY DURING GRADING • 4.2-2D: THE CITY SHALL REQUIRE THAT B01H INDUSTRIAL AND COMMERCIAL ACTIVITY THE CONTRACTOR SHALL ENSURE THE TOTAL HORSEPOWER -HOURS PER USES DESIGNATE PREFEREN71AL PARKING FOR VANPOOLS [GPEIR MM AQ -10] DAY FOR ALL EQUIPMENT SHALL NOT EXCEED 1$560 HORSEPOWER -HOURS PER DAY. • 42-2E• THE PROPOSED COMMERCIAL AND INDUSTRIAL AREAS SHALL INCORPORATE FOOD SERVICE [GPEIR MM AQ -11] MAI AQ -2 • 4.2-2F: ALL INDUSTRIAL AND COMMERCIAL SITE TENANTS WITH 50 OR MORE IN ORDER TO REDUCE PROJECT -RELATED AIR POLLUTANT AND GREENHOUSE GAS EMPLOYEES SHALL BE REQUIRED TO POST BOTH BUS AND METROLINK (GHG) EMISSIONS AND PROU07E SUSTAINABILITY THROUGH CONSERVATION OF SCHEDULES IN CONSPICUOUS AREAS [GPEIR MM AQ -12] ENERGY AND OTHER NATURAL RESOURCES BUILDING AND S17E PLAN DESIGNS • 42-2G: ALL INDUSTRIAL AND COMMERCIAL SITE TENANTS WITH 50 OR MORE SHALL ENSURE THE PROJECT ENERGY EFFICIENCIES SURPASS (EXCEED) EMPLOYEES SHALL BE REQUESTED TO CONFIGURE THEIR OPERATING APPLICABLE (2014) CALIFORNIA TIRE 24 ENERGY EFFICIENCY STANDARDS BY A SCHEDULES AROUND THE METROLINK SCHEDULE TO THE EXTENT REASONABLY MINIMUM OF 5 PERCENT. VERIFICA77ON OF INCREASED ENERGY EFFICIENCIES SHALL FEASIBLE (GPEIR MM AQ -131 BE DOCUMENTED IN TITLE 24 COMPLIANCE REPORTS PROVIDED BY THE • 42-2H: ALL RESIDEN77AL AND COMMERCIAL STRUCTURES SHALL BE APPLICANT, AND REVIEWED AND APPROVED BY THE CITY PRIOR TO THE ISSUANCE REQUIRED TO INCORPORATE HIGH EFFICIENCY/LOW POLLUTING HEATING, AIR OF THE FIRST BUILDING PERMIT. SHEET INDEX MAP CONDITIONING, APPLIANCES, AND WATER HEATERS [GPEIR MM AQ -14] MM AO -3 • 4.2-21: ALL RESIDENTIAL AND COMMERCIAL STRUCTURES SHALL BE REQUIRED TO REDUCE ENERGY DEMAND ASSOCIATED WITH POTABLE WATER CONVEYANCE, TO INCORPORATE THERMAL PANE WINDOWS AND WEATHER-STRIPPING. (GPEIR THE PROJECT SHALL IMPLEMENT THE FOLLOWING MM AQ -151 • U.S EPA CERTIFIED WATERSENSE LABELED OR EQUIVALENT FAUCETS • 42-2J' ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL STRUCTURES SHALL HIGH -EFFICIENCY TOILETS (NETS), AND WATER -CONSERVING SHOWER HEADS BE REQUIRED TO INCORPORATE UGHT COLORED ROOFING MATERIALS (GPEIR MM AQ • 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 517E FOR CITY VERIFICATION. [GPEIR MM AQ -1] • 4.2-113: PRIOR TO THE ISSUANCE OF ANY GRADING PERMITS, ALL APPLICANTSSHALL SUBMIT CONSTRUCTION PLANS TO THE CITY OF FONTANA CON CON 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 COA77NGS SHALL MEET OR EXCEED PERFORMANCE STANDARDS NOTED IN SCAQMD RULE 1113. [GPEIR MM AQ -3] • 4.2-10: PROJECTS THAT RESULT IN THE CONSTRUCTION OF MORE THAN 19 SINGLE-FAMILY RESIDENTIAL UNITS, 46 MULTIFAMILY RESIDENTIAL UNITS` OR 45,000 SQUARE FEET OF RETAIL/COMMERCIAL/INDUSTRIAL SPACE SHALL BE p(tOFESSlpp4 HUITT~ZOLLARS ��GE H. W�9 fyc ., Huitt-Zollars, Inc. Ontario �' 33366 m 3990 CONCOURS, 1330 • ONTARIO, CALIFORNIA 91761 • (909) 941-7799 DLPIRATKIN a 6-30-2016 On. APPROVED BY MAURICE H. MU D R.C.E. EXPIRES DATE OF 33366 6-30-16 ? Z/Cr • 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 POTEN71ALLY SIGNIFICANT IMPACTS TO THE EXTENT FEASIBLE. POTENTIAL MITIGATION MEASURES MAY REQUIRE THAT FACIV71ES WITH OVER 250 EMPLOYEES (FULL OR PART-71ME EMPLOYEES AT A WVRKSLTE FOR A CONSECU71VE SIX-MONTH PERIOD CALCULATED AS A MONTHLY AVERAGE), AS REQUIRED BY THE AIR QUALITY MANAGEMENT PLAN, IMPLEMENT 7RANSPORTA77ON DEMAND MANAGEMENT (TDM) PROGRAMS SHEET INDEX SHEET N0. DESCRIPTION 1 TITLE SHEET 2-6 STORM DRAIN PLAN & PROFILE SHEETS 7 SHEET 2 SHEET 3 8 SHEET 4 u SHEET 5 l L=��J, I, L1 1'AW B.A AVENUE d N SHEET INDEX MAP SCALE: 1"--500' p(tOFESSlpp4 HUITT~ZOLLARS ��GE H. W�9 fyc ., Huitt-Zollars, Inc. Ontario �' 33366 m 3990 CONCOURS, 1330 • ONTARIO, CALIFORNIA 91761 • (909) 941-7799 DLPIRATKIN a 6-30-2016 On. APPROVED BY MAURICE H. MU D R.C.E. EXPIRES DATE OF 33366 6-30-16 ? Z/Cr • 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 POTEN71ALLY SIGNIFICANT IMPACTS TO THE EXTENT FEASIBLE. POTENTIAL MITIGATION MEASURES MAY REQUIRE THAT FACIV71ES WITH OVER 250 EMPLOYEES (FULL OR PART-71ME EMPLOYEES AT A WVRKSLTE FOR A CONSECU71VE SIX-MONTH PERIOD CALCULATED AS A MONTHLY AVERAGE), AS REQUIRED BY THE AIR QUALITY MANAGEMENT PLAN, IMPLEMENT 7RANSPORTA77ON DEMAND MANAGEMENT (TDM) PROGRAMS SHEET 6 E�l �vG'� ya CITY OF FONTANA, CALIFORNIA STORM DD RADH afly PR oOVCERCE[`fln T IPLA S DRAWN BY: MASTER S.D. LINE, DZ -9 SCALE: H -z STAFF CA TA VBA A VENUE As SHOWN DESIGNED BY: DATE: J.M. / LE SHEET 2-2016 CHECKED BY: AP RO Z ./ DWG. NO.: 1 M.H.M. 5414 TTY ENGINEER R.C.E. 51152 DATE: 8 E _:2 ui NN N 0 a 0 SHEET INDEX SHEET N0. DESCRIPTION 1 TITLE SHEET 2-6 STORM DRAIN PLAN & PROFILE SHEETS 7 STORM DRAIN LATERAL PROFILES 8 DETAILS SHEET 6 E�l �vG'� ya CITY OF FONTANA, CALIFORNIA STORM DD RADH afly PR oOVCERCE[`fln T IPLA S DRAWN BY: MASTER S.D. LINE, DZ -9 SCALE: H -z STAFF CA TA VBA A VENUE As SHOWN DESIGNED BY: DATE: J.M. / LE SHEET 2-2016 CHECKED BY: AP RO Z ./ DWG. NO.: 1 M.H.M. 5414 TTY ENGINEER R.C.E. 51152 DATE: 8 E _:2 ui NN N 0 a 0