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HomeMy WebLinkAbout1824A-11 NMI .li ON 1 no . __ pA,,,-�wW.IMMotKM!M!R'''",+9.Mx RM°Mrlr...: Il•ny„�n„M.i.awl-'e�►...:Pa...,...r-.w.n,a..*ay.Mlpss«ma*.r•t^rn-,--•.a,� aAF..+-.R ,..-a.a - - �N9.•sf+".��'e'mM-�1F3^*a#k":� SOUT.HRiDGE VILLAGE PHASE 3 FONTANA , CALIFORNIA ( H._IT'L�U.D.TE , X PROJECTS NO. 143-4602-5._) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND 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 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 UTILITIES 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: PRC POINT OF REVERSE CURVATURE. VC.P. Consultaing INDEX OF SHEETS A CAP OR q STORM DRAIN, - 'ON-SITE SANITARY SEWER STOPPER OF THE SAME MATERIAL AS THE PIPE. �� �12�1� 0 PLUG ALL DUCTILE IRON PIPE STUBS WITH 1. TITLE Sewer Terminal Clean -Out THREADED PLUGS. Under Ground y r nd Utilit Location ;44Aeg • R. E. i CfkAM660 5NT /4/O. T- 3-488 h �S 3/9/8$ 2. PLAN AND PROFILE FOR: VILLAGE DRIVE EAST FROM STATION 1+00.00 TO STATION LEDGE, 3. PLAN AND PROFILE FOR: VILLAGE DRIVE EAST FROM STATION 9+00.00 TO STATION 4. PLAN AND PROFILE FOR: VILLAGE DRIVE EAST FROM STATION 19+00.00 TO STATION 5. PLAN AND PROFILE FOR: VILLAGE DRIVE EAST FROM STATION 2+41.81 TO STATION 6. PLAN AND PROFILE FOR: CATAWBA COURT FROM STATION 1+00.00 TO STATION 7. PLAN AND PROFILE FOR: ELM AVENUE FROM STATION 1+00.00 TO STATION 8. PLAN AND PROFILE FOR: ELM AVENUE FROM STATION 1+00.00 TO STATION 9. PLAN AND PROFILE FOR: IfORSE TRAIL ROAD FROM FROM STATION STATION 9+50.00 19i72.85 TO TO STATION STATI-O* 10. 11. PLAN PLAN AND AND PROFILE PROFILE FOR! FOR: ACCESS BEECH AVENUE FROM STATION 1+00.00 TO STATION 12. PLAN AND PROFILE FOR: BEECH AVENUE FROM STATION 11+00.00 TO STATION 13. PLAN AND PROFILE FOR: POPLAR AVENUE FROM STATION 37+49.95 TO STATION 14. PLAN AND PROFILE FOR: POPLAR AVENUE FROM STATION 27+50.00 TO STATION 15. PLAN AND PROFILE FOR: POPLAR AVENUE FROM STATION 19+06.01 TO STATION 16. PLAN AND PROFILE FOR: POPLAR AVENUE FROM STATION 11+88.00 TO STATION 17. PLAN AND PROFILE FOR: CITRUS AVENUE FROM STATION 1+17.00 TO STATION 18. PLAN AND PROFILE FOR: MWD EASEMENT FROM STATION 37+49.95 TO STATION 19. PLAN AND PROFILE FOR: MWD EASEMENT FROM STATION 44+50.00 TO STATION 20. PLAN AND PROFILE FOR: CITRUS AVENUE EASEMENT FROM STATION 1+00.00 TO STATION 21. PLAN AND PROFILE FOR: CITRUS AVENUE EASEMENT FROM STATION 1+00.00 TO STATION 22. PLAN AND PROFILE FOR: CITRUS AVENUE EASEMENT FROM STATION 9+40.00 TO STATION ® . 24. DETAILS 25. SUMMARY OF QUANTITIES. P, 22 A. PLAN . AND PROF I LE FOR: EASEMENT - CYPRESS AVE. To M. H. 3 A - s SOUT.HRiDGE VILLAGE PHASE 3 FONTANA , CALIFORNIA ( H._IT'L�U.D.TE , X PROJECTS NO. 143-4602-5._) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND 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 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 UTILITIES 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: PRC POINT OF REVERSE CURVATURE. VC.P. Consultaing OI P=LUG ALL VCP SEWER STUBS WITH A CAP OR q STORM DRAIN, - + STOPPER OF THE SAME MATERIAL AS THE PIPE. �� �12�1� 0 PLUG ALL DUCTILE IRON PIPE STUBS WITH 2 /0 ED 511T 22,4 126 Sewer Terminal Clean -Out THREADED PLUGS. Under Ground y r nd Utilit Location ;44Aeg • R. E. i CfkAM660 5NT /4/O. T- 3-488 h �S 3/9/8$ WILLIAM D. LEW AXP. © ALL MANHOLES GREATER THAI+! 20 FEET DEEBrp �LETE� BY NO. DESCRIPTION SHALL HAVE A SHAFT SAFETY LEDGE, PER DET. iOl7 Q� FD/V CHECKED BY SCALE R E V I S 10 N S z� DATE FMGMPH,aam -A SOUT.HRiDGE VILLAGE PHASE 3 FONTANA , CALIFORNIA ( H._IT'L�U.D.TE , X PROJECTS NO. 143-4602-5._) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 1. ALL UNDERGROUND 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 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 UTILITIES 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. r KL1jV1%V I&F 4 14 If 'A V V W W 1W � SYMBOLS, LEGEND 8 ABBREVIATIONS ---D -11.3 PRC POINT OF REVERSE CURVATURE. VC.P. Consultaing Engineers 4 AS.8UI LTLS R/W =-! q STORM DRAIN, - + TEST HOLE PER SOILS REPORT 6,6467e SHIT. 23 T' rod 88 �� �12�1� 118 Std. Barricade 125-A - 2 /0 ED 511T 22,4 126 Sewer Terminal Clean -Out 129 Under Ground y r nd Utilit Location ;44Aeg • R. E. i CfkAM660 5NT /4/O. T- 3-488 h �S 3/9/8$ WILLIAM D. LEW AXP. NO. DESCRIPTION APPR. DATE APPR DATE DES*WD BY CHECKED BY SCALE R E V I S 10 N S DRAWN BY DATE FMGMPH,aam r KL1jV1%V I&F 4 14 If 'A V V W W 1W � SYMBOLS, LEGEND 8 ABBREVIATIONS ---D SANITARY SEWER AND MANHOLE. PRC POINT OF REVERSE CURVATURE. VC.P. VITRIFIED CLAY PIPE. SS MH SANITARY SEWER MANHOLE R/W RIGHT - OF -:WAY SD STORM DRAIN, - + TEST HOLE PER SOILS REPORT T a� - ` rmywrr4>, � ,y APPROVED BY PASADENA (818) 792-3096 SANTA ANA (714) 979-1761 PALM SPRINGS (619) 320-422b FILE NO. E //,54,3 P /2- 3/- 92 LIST OF STANDARD DRAWINGS CITY OF FONTANA DEPT. OF PUBLIC WORKS 109 Std. M.H. Frame and Cover Reinforced Concrete Collar 110 Std. Brick M.H. 111 Std. Drop M.H. 112 Std. Pre -Gast M.H. r 113 Std. Junction M.H. 114 Typical M.H. Junctions 116 Junction Structure 118 Std. Barricade 125-A - Sewer Cleanout Box 126 Sewer Terminal Clean -Out 129 Under Ground y r nd Utilit Location 131 Standard Trench Repair L. A. COUNTY FLOOD CONTROL DISTRICT 2-D430 Shf�#t Safety Ledge (Revised) See Sht.2.4-Z�s FONTANA PROJECT AREA FAIN LINA, W" C.0 r tIVERSIDE CO. VICINITY, - MA GENERAL NOTES N.T.S.. 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 SEWER EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 15. 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 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE 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 2 ABOVE FROM CALIFORNIA STATE DIVISION OF INDI;STRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6. S. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR'AFTER COMPLETION OF PAVING. - REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 4 I0. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT y. THE WORKS TO THE PLAN GRADES. 11. "AS BUILT" DRAWINGS SHALL BE PROVIDED BY THE'CONTRACTOR TO THE CITY OF FONTANA. 12. WHERE SHOWN ON THE PLANS, SEWER MANHOLE STUBS SHALL BE SEALED IN CON'FORMANCS ,WITH THE APPLICABLE CONST. NOTE. THE STOPPER OR CAP SHALL ®E INSTALLED IN A MANNER SUCH THAT IT MAY BE REMOVED WITHOUT DAMAGING PIPE. THE CAP SHALL -r SEAL 13. THENTAIN CONTR CONTRACTOR S ALL1GHT BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE OR ARE NOT SHOWN ON T C14.=CHI SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER TOR.0111111,11111,11,11111 11 iiiiiijill,lllllll 5. IT SHALL BE THE CONTRACTOR'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 REPORTED IN WRITING TO THE OWNER PRIOR- TO CONSTRUCTION. 16. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVE:-; MENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, STORM DRAINAGE, FLOOR CONTROL SYSTEMS, ETC. FORTY-EIGHT HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITES, NOTIFY: CITY OF FONTANA GENERAL TELEPHONE COMPANY 353 SIERRA AVENUE 245 NORTH MOUNTAIN VIEW AVENUE FONTANA, CALIFORNIA 92335 POMONA, CALIFORNIA 91766 724/350-7610 213/357-2257 800/422-4133 SOUTHERN CALIFORNIA GAS COMPANY SAN BERNARDINO COUNTY FLOOD CONTROL ISTRIBUTION FACILITIES AND WATER CONSERVATION .DISTRICT 70 4TH STREET 825 EAST THIRD STREET P.O. BOX 6226 SAN BERNARDIN09 CALIFORNIA 92408 SAN BERNARDINO, CALIFORNIA 92408 714/383-1665 714/884-9411 800/422-4133 SOUTHERN CALIFORNIA GAS COMPANY PACIFIC TELEPHONE AND TELEGRAPH COMPANY RANSMISSION DEPARTMENT 073 ADAMS STREET 2191 BIRCH STREET RIVERSIDE, CALIFORNIA 92504 BREA, CALIFORNIA 92621 714/359-2585 714/529-2889 800/422-4133 800/422-4133 a METROPOLITAN WATER DISTRICT SOUTHERN CALIFORNIA EDISON COMPANY OF SOUTHERN CALIFORNIA 1351 EAST FRANCIS AVENUE 213/250-6432) _ P.O. BOX 513 ONTARIO, CALIFORNIA 91761 COMCAST 714/947-2996 -- UNDERGROUND POWER COMCASTCABLEVISION ` 714/875-5100 -- TRANSMISSION 1257 W. BROOKS STREET 213/637-1233 PIPELINES ONTARIO, CALIFORNIA 91762 800/422-4133 (714/983-9895) BENCH MARK CITY OF FONTANA ,CALIFORNIA R R SPI KE ON PP #G7 - 4320E AT PUBLIC WORKS DEPARTMENT THE INTERSECTION O /ENUEPA DRAWN BY SOUTHRIDGE VILLAGE SCALE AV _.AND MULBERRY NONE ELEV. 918.40' S'EWER' DATE DESIGNED BY TITLE SHEET CHECKED BY SHEET NO. APPRo►vEo . 18932 1 ZS CITY ENG NEER I.. AA