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Home My WebLink About1351-11517 R/MfR9149,e AllFNVE US NNY. /0 7 stOvER AVEN[/E �i 4 JURUPA AVINI/f LOCATION MAP 4\42 43 44 as] *Ij q;1 37 36 35 34 w 31 IN 45 /I 46 gg � 47 lj 57 IQ qg gg Q 49 55 O 50 51 52 53 54 y i i :-ANDD JURUPA SCALE*. I"= 100' AVENUE 62 79 80 90 63 78 � 81 gg 6477 jr 82 65 76 66 75 � 83 84 E15 86 87 N � �I � 108.- W Q k_ 15 PROJECT o � � siTE 30 29 28 16 W 70 71 24 23 22 21 Q 17 R/MfR9149,e AllFNVE US NNY. /0 7 stOvER AVEN[/E �i 4 JURUPA AVINI/f LOCATION MAP 4\42 43 44 as] *Ij q;1 37 36 35 34 w 31 IN 45 /I 46 gg � 47 lj 57 IQ qg gg Q 49 55 O 50 51 52 53 54 y i i :-ANDD JURUPA SCALE*. I"= 100' AVENUE 62 79 80 90 63 78 � 81 gg 6477 jr 82 65 76 66 75 � 83 84 E15 86 87 N � �I � • ti'r• , ••, i SeLEC rEo NW rI45 N SOIL / "MAX SIZE •' � ' : ,:A; � To �� „ d• of �VCK OEWING TYPICAL BEDDING FOR 8VCP 101 OR DEEPEIR NO SCALE 20 1 19 r ' /MAX/MUN �/ZE •, � •. :: • ., .SELECTE,p N�9T/rE BEDD/NG ' �' ; + ' COMPACrE� ro 90 �o I SEINER IMPROVEMENT PLANS TRACT N0. 12354 - FONTANA, CALIFORNIA 92 108.- ITEM 68 73 15 � 93 107 11 69 72 � 30 29 28 16 26 70 71 24 23 22 21 Q 17 115 2,245 L.F. • ti'r• , ••, i SeLEC rEo NW rI45 N SOIL / "MAX SIZE •' � ' : ,:A; � To �� „ d• of �VCK OEWING TYPICAL BEDDING FOR 8VCP 101 OR DEEPEIR NO SCALE 20 1 19 r ' /MAX/MUN �/ZE •, � •. :: • ., .SELECTE,p N�9T/rE BEDD/NG ' �' ; + ' COMPACrE� ro 90 �o I SEINER IMPROVEMENT PLANS TRACT N0. 12354 - FONTANA, CALIFORNIA 92 108.- ITEM QUANTITY I10 � 93 107 11 EA. 30 29 28 27 26 25 24 23 22 21 • ti'r• , ••, i SeLEC rEo NW rI45 N SOIL / "MAX SIZE •' � ' : ,:A; � To �� „ d• of �VCK OEWING TYPICAL BEDDING FOR 8VCP 101 OR DEEPEIR NO SCALE 20 1 19 r ' /MAX/MUN �/ZE •, � •. :: • ., .SELECTE,p N�9T/rE BEDD/NG ' �' ; + ' COMPACrE� ro 90 �o I SEINER IMPROVEMENT PLANS TRACT N0. 12354 - FONTANA, CALIFORNIA 92 108.- ITEM QUANTITY I10 � 93 107 11 EA. 94 106 105 104 � � � .O � � I, 112 113 114 95 96 97 �n�e 115 W 116 13 (� Q 98 99 100 101 102 ' 117 12 1111:11!)1lit 11, 16] ALO 9 8 7 6 5 4 3 2 TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP PRIVATE ENGINEERS 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. F_ CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER ITEM QUANTITY UNIT INSTALL STANDARD MANHOLE PER CITY 11 EA. OF FONTANA STANDARD DETAIL 112 2� INSTALL STANDARD CLEAN-OUT PER CITY O EA. OF FONTANA STANDARD DETAIL 125 INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY PIPE 2,245 L.F. PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS �F INSTALL 4" SEWER LATERAL PER CITY OF FONTANA 3,273 L.F. STANDARD DETAIL 125 ODINSTALL 811X 411SADDLE PER CITY OF FONTANA 27 EA. STANDARDS AND SPECIFICATIONS 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. 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 SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 8. ALL MANHOLE 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. 9• REFER TO CITY OF FONTANA; UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHE=THER THEY ARE SHOWN ON THE PLANS OR NOT. 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 WITH A PLUG AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. 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 MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, 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 FACILIT-IES 570 4TH STREET, P.O. BOX 22 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 OR (800) 422-4133 S0. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREAD 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 - TRANSMISSI-ON- (213) 637-1233 - PIPELINES, OR (800) 422-4133 GENERAL TELEPHONE COMPANY 2-45N. 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 S TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4133 4vF Essio No: 14375 y f