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Home My WebLink About1951-1VICINITY MAP NOT TO SCALE TRACT NO. 10800 HOUSE LATERAL LOCATIONS LOTS IBase Line C C REMARKS C �CU G L 12 1 ..• Q Q Q Q >1 a U s V Y Q 13+8<c) 13 f82 0 k{;ller 4 P.O. BOX 788 14+16 300 N. PEPPER STREET Avenue 5+o o G „ 6 SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. c. o ,J Imo+ V 14) 889 - 9711 g SOUTHERN CALIFORNIA GAS COMPANY It5-}-152 TRANSMISSION'DIVISION g + r�52 >> 10 Foothill 3939 E. CORONADO STREET ANAHEIM. CA. 92807 Boulevard (714) 999 - 5639 x v D bn h /4tz9 0 E E -' 13 +3a 131-32 0 , T " 13 +off 13 fob " 15 Arrow Route VICINITY MAP NOT TO SCALE TRACT NO. 10800 HOUSE LATERAL LOCATIONS LOTS STREET NAME DESIGN LOC. "AS-BUILT10C REMARKS 1 MARGARITA DR. 2+460 12 1 4" LAT. 2 " 12485 /2f87 0 " 3 13+8<c) 13 f82 0 » 4 P.O. BOX 788 14+16 300 N. PEPPER STREET , 5+o MR. DAVE JONES „ 6 SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. 7 " Imo+ V 14) 889 - 9711 g SOUTHERN CALIFORNIA GAS COMPANY It5-}-152 TRANSMISSION'DIVISION g + r�52 >> 10 PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM. CA. 92807 (714) 999 - 5639 GENERAL TELEPHONE 12 " 4 2PS /4tz9 0 , 13 -' 13 +3a 131-32 0 , 14 " 13 +off 13 fob " 15 LESS 71 -IAN /D" DEEp 6" mini - 10 MAX . ax • SIZE SELECTED E SOIL CdMPACTAj I 90 V4"MIN • TO 3A4 MAX . TROCK BF..DDINCj / Nl� /D` DEEP & DEEPER TYPICAL BEDDING FOR 8" V.C.P NOT TO SC.A L E NOTE CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT (800)422-4133 48 HOURS PRIOR TO ANY DIGGING. UTILITY NOTES: WATER: SAN GABRIEL VALLEY WATER COMPANY UNIT 11142 GARVEY AVENUE. P.O. BOX 6010 .347 EL MONTE, CA. 91734 INSTALL 4" HOUSE LATERAL TEL. 1818) 448-6183 F MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA INSTALL LATERAL WYE 8353 SIERRA AVENUE FONTANA, CA. 92335 TEL. (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY � P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA. 92376 MR. DAVE JONES 07141 820 - 5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL V 14) 889 - 9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION'DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 0714) 529 - 2889 TELEPHONE: PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM. CA. 92807 (714) 999 - 5639 GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA. 91730 07141 945 - 3562 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS. OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER, WITH RCE NUMBER BELOW 14814, OR A LICENSED LAND SURVEYOR ONLY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (619) 564-2246. AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 8. THE CONTRACTOR SHALL'BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUAT WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER.NECESSARY. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IPJ BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 10. ALL UNDERGROUND FACILITIES. WITH LATERIALS. SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING. BUT NOT LIMITED TO.THE FOLLOWING: SEWER, WATER. ELECTRIC, GAS AND DRAINAGE. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF,THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING. WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER. INCLUDING NECESSARY SAW CUTTING. REMOVAL, REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. INDEX MAP SCALE: 1" = 150' 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR 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 RESPONSIBLITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 19. ALL EXISTING MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND DURING PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA 17143350-7610 24 HOURS PRIOR TO STARTING WORK. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILI- TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. ANY DEVIATIONS SHALL -BE REPORTED TO THE ENGINEER IMMEDIATELY. 22. ALL UTILITIES SHALL BE CONSTRUCTED.TESTED, APPROVED, AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 23. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTINGUOUS TO THE STREET R -O -W, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 24. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 25. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF THE LATERALS. 25. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 27. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. 28. 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. 29. CONTRACTOR SHALL ADJUST ALL MANHOLE AKD CLF_A\N00T �lt•Ils TO T=tW t SH G12A1DE I-LEYA.T10 W. L RECORD DRAWING CONS' Q__ o� SCALE: 1" = 150' FRUCT I ON NOTES AND QUANTITY. ESTI MATE QUANTITY UNIT INSTALL 8" SEWER MAIN .347 �.1= INSTALL 4" HOUSE LATERAL ('023 F CONSTRUCT SEWER MANHOLE PER ' STD. DETAI L 112 )1.4 2 INSTALL LATERAL WYE )� REMnVE g " SE WF_w PLUGS ANV jo i N I � LEGEND: INDICATES SEWER MANHOLE INDICATES HOUSE LATERAL INDICATES SEWER MAIN INDICATES SEWER PLUG PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING. THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 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 SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR 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 REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 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.