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Home My WebLink About2602-1i lr CONSTRUCT 4" MINIMUM A.C. OVER 12" OF 957 COMPACTED NATIVE SOIL I TONS W SEE GENERAL NOTES # 6 AND 31. DI 9� z 1,980 W OCONSTRUCT OF FONTANA STANDARD DETAIL 101). 1 EA SCALE: 1"=100" CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL 104. EXISTING SF STREET LIGHT CONSTRUCT 24" DIA. RCP, 2000-D. 49 LF Z CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 5,720 U� W 3/8" 20-60 W G)CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA m EA � k PROPOSED STREET LIGHT i EXISTING STREET LIGHT I r I LIJIL.. I I I, � I I ,, I . I U,,,,, : I,.�,I , :, lif„ .. I ,II C.� l : a..;J : , II i II I! �� I,I ! � ; :[ I„i ' I, i I , I•: ( I,,,r iJ1t I,I,,: I„ I: L � Illr I6 id �:I,L I+: , _ � t I I„I�. I ' � 1 I' • I L I i'i'i ' '!' 'I 11 ., I �I,, i�,l ;' I;1 I'I i I I _'.' ,:I rpl ', I 'u` I I I�:L.I INDEX MAP CONSTRUCTION NOTES & QUANTITIES STREET NO. ITEM QUANTITY UNIT STORM DRAIN G) CONSTRUCT 4" MINIMUM A.C. OVER 12" OF 957 COMPACTED NATIVE SOIL 864 TONS UNDISTURBED EARTH SEE GENERAL NOTES # 6 AND 31. v 9� CONCRETE CURB AND GUTTER (6" C.F. PER CITY 1,980 LF OCONSTRUCT OF FONTANA STANDARD DETAIL 101). 1 EA 3 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL 104. 254.0 SF 10 CONSTRUCT 24" DIA. RCP, 2000-D. 49 LF 13 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 5,720 SF LOCATION PER PLAN & PER CITY STD. 105A. 3/8" 20-60 _ G)CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA 6 EA STANDARD 104-A. ASTM C131 TEST GRADING - INSTALL STREET LIGHT -SEE SHEET 4 FOR WATTAGE. STORM DRAIN TRENCH BEDDING- 6 EA, CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD t:1 102 W=16' TO BE FIELD LOCATED. 2,750 SF 12 CONSTRUCT MIDBLOCK CROSS GUTTER PER CITY OF FONTANA 400 SF STANDARD DETAIL 104 AND AS MODIFIED ON SHEET 2 STORM DRAIN G) CONSTRUCT DOUBLE PARKWAY DRAIN PER APWA STANDARD PLAN 151-0. 1 EA UNDISTURBED EARTH S=3'-0" ,INLET TYPE 2. v 9� CONSTRUCT CATCH BASIN PER APWA STANDARD PLAN 300-1, W=10' 'c�a FOR TRENCHES DEEPER THAN 10' USE CRUSHEDIE LOCAL DEPRESSION PER APWA STANDARD PLAN 313-0, CASE B. 1 EA -- MODIFIED AS SHOWN 10 CONSTRUCT 24" DIA. RCP, 2000-D. 49 LF 13 CONSTRUCT CHANNEL CONNECTION PER SBFCD STD PLAN SP187A 1 EA * TRANSITIONS TO 18' AT DECLEZ CHANNEL BRIDGE TYPICAL SECTION CHAPS LANE NO SCALE T.I.=6.5 3" MAX SIZE NATIVE SOIL, COMPACTED TO 957 R.C. 6" MIN 10" MAX 6" MAX SIZE NATIVE ' SOIL COMPACTED TO 907 R.C. ---- I - - - - - .I 1" MAX SIZE SELECTED NATIVE BEDDING COMPACTED ( I TO 907 R.C. -� 6" MIN .---+ o 0" MAX IN --F r -F Z EDGE OF TRENCH GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND IF THE FIELD PAVEMENT CONDITIONS CHANGE, THEN THE DEVELOPER WOULD BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10, ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF FONTANA. 14. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. -16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS SHALL BE DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS N0110E PRIOR TO WORKING AROUND THEIR FACILITIES. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. BACKFILL MATERIALS TO HAVE S.E. OF 30 (MIN) AND A MIN. COMPACTION OF 907. 26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF L.A.C.F.C.D. STANDARDS & A.P.W.A. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAIN CONSTRUCTION. 27. PRIOR TO CONSTRUCTION OF WATER, SEWER, AND/OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, AND/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 APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 28. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 30. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 31. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTIONS ARE MINIMUMS AND SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS, IN GENERAL REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. 32. 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 SO THAT THE ENGINEER MAY INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 33. ALL CONCRETE STRUCTURES MAY NOT BE BACKFILLED UNTIL 7 DAYS AFTER PLACEMENT OF CONCRETE OR AS DIRECTED BY THE CITY INSPECTOR. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 TELEPHONE (909) -529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909 357-6231 SO. OF MERRILL) 909 357-6223 NO. OF MERRILL) 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 �fi II '� II za UNDISTURBED EARTH v v A 'c�a FOR TRENCHES DEEPER THAN 10' USE CRUSHEDIE ROCK GRADED AS FOLLOWS: -- - N `� SIEVE SIZE PERCENT PASSING I d' 3/4" 100 I e 1/2" 90-100 3/8" 20-60 _ NO 4 0-15 NO 8 0-15 ASTM C131 TEST GRADING RCP 10 STORM DRAIN TRENCH BEDDING- EDGE OF TRENCH GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA ENGINEERING DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO CENTERLINES OF STREET. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND IF THE FIELD PAVEMENT CONDITIONS CHANGE, THEN THE DEVELOPER WOULD BE REQUIRED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10, ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF FONTANA. 14. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. -16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS SHALL BE DETERMINED BY SOIL ENGINEER AFTER COMPLETION OF ROUGH GRADING. 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS N0110E PRIOR TO WORKING AROUND THEIR FACILITIES. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. BACKFILL MATERIALS TO HAVE S.E. OF 30 (MIN) AND A MIN. COMPACTION OF 907. 26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF L.A.C.F.C.D. STANDARDS & A.P.W.A. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAIN CONSTRUCTION. 27. PRIOR TO CONSTRUCTION OF WATER, SEWER, AND/OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER, AND/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 APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 28. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. 30. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 31. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTIONS ARE MINIMUMS AND SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVELOPER IS, IN GENERAL REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CITY ENGINEER. 32. 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 SO THAT THE ENGINEER MAY INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 33. ALL CONCRETE STRUCTURES MAY NOT BE BACKFILLED UNTIL 7 DAYS AFTER PLACEMENT OF CONCRETE OR AS DIRECTED BY THE CITY INSPECTOR. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 TELEPHONE (909) -529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909 357-6231 SO. OF MERRILL) 909 357-6223 NO. OF MERRILL) 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 �fi