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Home My WebLink About1255-191517 d U R U PA TRACT 12682-1 TRACT 112682-2 AVENUE TRACT SEWER IMPROVEMENT PLANS TRACT NO.,. 12682 TRACT N0 12682 -I TRACT N0. 12682-2 (2682 INDEX MAP _PRIVATE ENGINEERS NOTICE TO CONTRACTORS 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND -THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THE -IR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S 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. CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER GENERAL NOTES QUANTITY 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE 16. IT SHALL BE THE CONRACTOR'S RESPONSIBILITY TO VERIFY THE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY OF FONTANA STANDARD DETAIL 112 PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY 2 AND TERMS IN CITY STANDARD SPECIFICATIONS. DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO a COMPA C7-0 rO 30% ' -- CONSTRUCTION. 2, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS 3. ADJUST CLEANOUT FRAME AND COVER TO FINAL GRADES DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. - 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 17. THE CQNTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF AND OTHER IMPROVEMENTS. INCLUDING, BUT NOT LIMITED T0, GAS, CONSTRUCT STANDARD 811 TERMINAL CLEANOUT PER CITY STREETS. TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, OF FONTANA STANDARD DETAIL 128 (SEE NOTE 12) LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION EXCAVATION NEAR THEIR FACILITIES, NOTIFY: PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS AND ELEVATION IN THE FIELD. CITY OF FONTANA 6 INSTALL 811 WATER TIGHT PLUGS WITH TIGHTENING 8353 SIERRA AVENUE 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET CALIFORNIA 92335 9230 1 N DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORINGFONTANA, SYSTEM, SLOPING TELEPHONE (714) NIA INSTALL 4" SEWER LATERAL PER CITY OF FONTANA OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE � S0. CALIF. GAS COMPANY - DISTRIBUTION FACILITIES (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES 570 4TH STREET, P.O. BOX 6226 L. F. HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 OR (800) 422-4133 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR SO. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE 2191 BIRCH STREET DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR BREA, CALIFORNIA 92621 PUBLIC WORKS CONSTRUCTION SECTION 306-1.1,6. TELEPHONE (714) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA_EDISON COMPANY 8. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD 1351 E. FRANCIS AVENUE, P.O. BOX 513 DETAIL 129. ONTARIO, CALIFORNIA 91761 TELEPHONE (714) 947-2996 UNDERGROUND POWER 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE Q C714) 875-5100 _ TRANSMISSION CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. (213) 637-1233 - PIPELINES, OR (800) 422-4133 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY GENERAL TELEPHONE COMPANY OF FONTANA. 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY TELEPHONE (213) 357-2257 OR (800) 422-4133 SURVEY MONUMENTS, STREET CENTERLINE- MONUMENTS, OR BENCH MARKS SAN BERN. COUNTY FLOOD CONTROL DISTRICT WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON 825 EAST THIRD STREET THE PLANS OR NOT. SAN BERNARDINO, CALIFORNIA 92408 TELE -PHONE (714) 383-1665 12, ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" PACIFIC TELEPHONE & TELEGRAPH COMPANY BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO 3073 ADAMS STREET GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4133 13. ALL 4" HOUSE SEWER LATERALS. SHALL BE INSTALLED ON A 2% MINIMUM- A } GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A. 18, ALL SEWERLINES OUTSIDE PUBLIC STREET RIGHT OF WAY SHALL 14. TERMINATE ALL 411 HOUSE SEWER LATERALS AT THE PROPERTY LINE WITH A BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. PLUG. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. _PRIVATE ENGINEERS NOTICE TO CONTRACTORS 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND -THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THE -IR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR'S 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. CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER ITEM QUANTITY UNIT 1 INSTALL STANDARD 4811 PRE -CAST -MANHOLES PER CITY ,VIAX1 A4V M SI ZE •• ' OF FONTANA STANDARD DETAIL 112 33 EA. 2 ADJUST MANHOLE COVERS TO FINAL GRADES PER CITY OF COMPA C7-0 rO 30% ' l FONTANA STANDARD DETAIL 109 (SEE NOTE 12) 33 EA. 3. ADJUST CLEANOUT FRAME AND COVER TO FINAL GRADES PER CITY OF FONTANA STANDARD DETAIL 128 (SEE NOTE 12) 23 EA. 4 CONSTRUCT STANDARD 811 TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128 (SEE NOTE 12) 23 EA. 5 INSTALL 811 EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 2,327 L.F. 6 INSTALL 811 WATER TIGHT PLUGS WITH TIGHTENING BANDS 1 EA. 7 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125, .4" A. B.S. TO 13E USED IN PLACE OF 4" V.C.P. 5) 40-7 L. F. 8 INSTALL G" ACRYLONITRILE- BUTADIENE- STYRENE (A.B.S. ) PLASTIC PIPE, SCHEDULE 40 3, 105 L.F. SEL ECTED IYAT/VE $C/G /"MAX. SIZE •' . � • ; . � � coAi r4 c TElJ To 9a % , .• 4436,D,D//YG V-3 4 °r' .• A lk ••* •w d•, .� ,add : i Oh' TYPICAL. BEDDING FOR 8VCP IQ' OR DEEPER NO SCALE SEINER MAIN N 0 LOCATION MAP NOT TO SCALE A LOT LINE OR EASEMENT LINE (CON_ST: 007rSIDC PUBLIC ST•) CLEANOUT BOX PER STD. 125-A TYPICAL CLEAN OUT BOX LOCATION NO SCALE ONE LAYER OF 15 /b. BUILDING PAPER AS BOND BREAKER AROUND PIPE AND— COUPLI ND-- COUPLI NGS• ' PROVIDE FLEXIBLE JOINT EXTERIOR TO AND WITHIN P OF ENCASEMENT ENDS. CLASS I COIILCRETE 4 COUPLI N 4 !IN 0. Di I MIN. HOUSE LATERAL CLEAN OUT PER STD. 125 1• • ' 4 CONCRETE ENCASEMENT NO SCALE TYPICAL BEDDING FOR 8°' VCP McCUTCHAN CO., INC. 265 N. SAN GABRIEL BLVD. (818) 795-5162 PASADENA, CALIFORNIA .91107 Drawn by Approved . ^ p•i3• Designed by: GERALD E. TUTT R.C.E. 14375 bate w•R•K• Chocked by: REV. DATE DESCRIPTION APP, J' •T. J. - A. Y t �•' + I LESS THAN 10DEEP NO SCALE CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scale: I"=40' TRACT NO. 126821-1 &-2 Date: SEWER IMPROVEMENT PLANS 05121 I SS ^,�• Dwq. No. Approved : 12 jr 9 CITY ENGINEER R.C.E.18932 9 ,VIAX1 A4V M SI ZE •• ' SELECTED NATIVE $I~DD11YG •.If r COMPA C7-0 rO 30% ' l TYPICAL BEDDING FOR 8°' VCP McCUTCHAN CO., INC. 265 N. SAN GABRIEL BLVD. (818) 795-5162 PASADENA, CALIFORNIA .91107 Drawn by Approved . ^ p•i3• Designed by: GERALD E. TUTT R.C.E. 14375 bate w•R•K• Chocked by: REV. DATE DESCRIPTION APP, J' •T. J. - A. Y t �•' + I LESS THAN 10DEEP NO SCALE CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Scale: I"=40' TRACT NO. 126821-1 &-2 Date: SEWER IMPROVEMENT PLANS 05121 I SS ^,�• Dwq. No. Approved : 12 jr 9 CITY ENGINEER R.C.E.18932 9