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Home My WebLink About1269-111Al7 GENERAL NOTES 1, THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5.1 EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. 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. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFET�. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 10. AS BUILT DRAWINGS'SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE -FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. 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. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A PLUG. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY' DISCREPANCIES SHALL BE.MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL NOTIFY CHINO BASIN MUNICIPAL WATER DISTRICT (CBMWD), TELEPHONE NO. (714) 987-1712, AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. 18. 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. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714) 350-7610 SO. CALIF. GAS COMPANY - DISTRIBUTION FACILITIES 570 4TH STREET., P.O. BOX 226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 OR (800) 422-4133 SO. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT 2191 BIRCH STREET. BREA, CALIFORNIA 92621 TELEPHONE (714) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 -.,E.. -FRANCIS AVENUE_; .P .'O. BOX 513 ONTARIO, CALIFORNIA 91761 TELEPHONE (714) 947-2996 - UNDERGROUND.POWER (714) 875-5100 - TRANSMISSION ' (213) 637-1233 - PIPELINES, OR (800) 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766' TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERN. COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4133 SCALE: I"= 100' SEWER IMPROVEMENT PLANS TRACT N0. 12356 45 44 43 42 41 40 39 38 37 36 35 34 j wlz 3 2 CHAPARRAL Q 29 c AVENUE 3 33 -._1 �'•�-► SEE SI m u O C3 Q 1 INSTALL STANDARD 48" PRE -CAST MANHOLES PER CITY j wlz 3 2 3 C Q 29 c 31 3 33 u EA. 3. ADJUST CLEANOUT FRAME AND COVER TO FINAL GRADES l u O C3 Q 1 INSTALL STANDARD 48" PRE -CAST MANHOLES PER CITY 25 26 27 28 29 30 31 32 33 u EA. 3. ADJUST CLEANOUT FRAME AND COVER TO FINAL GRADES PER CITY OF FONTANA STANDARD DETAIL 128. (SEE NOTE 12) 1 EA. 4 CONSTRUCT STANDARD 8" TERMINAL CLEANOUT PER CITY z OF FONTANA STANDARD DETAIL 128. (SEE NOTE 12) 1 EA. 5 INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY PIPE " PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 1,646 L.F. 6 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125 1065 L.F. X24 23 22 21 20 19 18 17 16 t � SOUTHWOOD DRIVE 4 w I SHE I Q I 5 Q SHADOW I ' I II INDEX MAP PRIVATE ENGINEERS NOTICE TO CONTRACTORS 1. ALL UN®ERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILTIES OR STRUCTURES FOUND AT THE SITE., IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. I" NwimuM SIZ SELECTED NATIV COMPACTED TO v O C3 Q 1 INSTALL STANDARD 48" PRE -CAST MANHOLES PER CITY 6 7 8 9 10 II 12 13 14 15' SHADOW I ' I II INDEX MAP PRIVATE ENGINEERS NOTICE TO CONTRACTORS 1. ALL UN®ERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION.. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILTIES OR STRUCTURES FOUND AT THE SITE., IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. I" NwimuM SIZ SELECTED NATIV COMPACTED TO v U.S. HWY. /O PROJECT SITE VICINITY MAP NO SCALE CONSTRUCTION NOTF� ONn nIIAMTITV 17QTIRAATCC NUMBER O C3 Q 1 INSTALL STANDARD 48" PRE -CAST MANHOLES PER CITY W R/VE'RS/OL' EA. U.S. HWY. /O PROJECT SITE VICINITY MAP NO SCALE CONSTRUCTION NOTF� ONn nIIAMTITV 17QTIRAATCC NUMBER ITEMQUANTITY UNIT 1 INSTALL STANDARD 48" PRE -CAST MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112 6 EA. 2 ADJUST MANHOLE COVERS TO FINAL GRADES PER CITY OF FONTANA STANDARD DETAIL 109. (SEE NOTE 12) 6 EA. 3. ADJUST CLEANOUT FRAME AND COVER TO FINAL GRADES PER CITY OF FONTANA STANDARD DETAIL 128. (SEE NOTE 12) 1 EA. 4 CONSTRUCT STANDARD 8" TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128. (SEE NOTE 12) 1 EA. 5 INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY PIPE " PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 1,646 L.F. 6 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125 1065 L.F. TYPICAL BEDDING FOR 810 VCP LESS THAN 10 vDEEP NO SCALE 3ELECTE D NATIVE SOIL I"MAX. SIZE COMPACTED TO 90y'o r %TO%4M ROCK BEDDING TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NO SCALE 1t