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Home My WebLink About4209-1GENERAL NOTES 1. ALL WORK SHALL DE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANE, THE CONTRACT PROVISIONS AND TPE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL DE THE LATEST EDITION UNLESS OTHERWISE NOTED, 2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Z THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY 8. THE WALLS AND FACES AF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UPL/77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, TIME TRUE LOCATION AND ELEVATION OF ANY EXISPNG UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 72. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT KILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHAY_ BE REPLACED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL. RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES, 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19, THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD ,SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACK FILL SHALL TAKE PLACE KITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERITFY ALL BACK FILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL. REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 1S OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF 7HE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAWNG IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE, 24, IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (VCP) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER, 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTION IN ALIGNMENT 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCA77ON OF CONNECTIONS CITY APPROVAL OF CONNECITONS TO EXISTING FACILIPES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS, 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30, TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURE FROM THE UTILITY EASEMENT 31, THE SEWER CON7RACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32, IF EXISTING UTILITIES OR ANY OTHER FACILITY CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY 33. NO CONCRETE SHALL BE PLACED UNTIL. THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW .ASPHALT PAVEMENT PRIOR TO PLACEMENT 36, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFAC77ON OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROWDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, 14740 SHALL PROVIDE RECORD DRAWNGS TO THE CITY ENGINEER. r a .,�x. , 'iC i ,, „ u. ,. si.0 r ., V 4 hh r t ,,. � I .x1+5. k't•, ,. v. n .. ,. � 7 .fi. 1 1 f. . ,. ,� 1� i N., i; 4,' v`,. t4 �. "� riir �, t� ,, a^ ,�' a �':• 9t ,�, � N. i, i, as 1 .t r }'I; j I= LOT B , 5 r ?t dM,}tr ,1 ` Y... a�0,�,'�fP AN SHE CITY OF FONTANA APN 1110-T361-12 APN 1110--.361--11 EXT'O MANHOLE M, H. #1 G P hJ t _1. . ° 4 Ar i� PUBLIC NOTIFICATION: AT LEAST A WEEK NOTICE PRIOR TO COMMENCEMENT OF ANY SEWER CONSTRUCTION IN POPLAR STREET, THE DEVELOPER SHALL NOTIFY TO THE EXISTING RESIDENTS IN WRITING. LEGAL DESCRIPTION THE .SOUTH 2 112 ACRES OF LOT 110 OF ETIWANDA VINYARDS, IN THE CITY" OF FONTANA AS PER PLAT RECORDED IN BOOK 17 OF MAPS, PAGE 29, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. LOT 3 LOT 4 .APN 1110-361-14 INDEX MAPF' SCALE: 1"=80' I LOT 6 LOT 7 ( I C � MAP M. H. 6 '� I TY .,..... � NTS i LOT B T{ 3" MAX SIZE NATIVE SOIL, COMPACTED 95,E 6" UK 10" MAX I 3" MAX SIZE NATIVE SOIL, COMPACTED 957or - - - - 0 1" MAX. SIZE SELECTED % NATIVE BEDDING COMPACTED TO 9070 in a TYPICAL BEDDING FOR 8" VCPIDIP LESS THAN 10' DEEP NTS NOTE: QUANTITY ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION ITEMS AND MATERIALS REQUIRED FOR THE COMPLE77ON OF PIE PROJECT CONTRACTORS.PRIVATE ENGINEER'S NOTICE TO THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUNDSTRUCTURES SHOWNOBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOKEDGE, PIERE ARE NO EXIS77NG U77LITIES EXCEPT SHOO ON THIS MAP. THE CONTRACTORPRECAUTIONARY AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWNG. PRIOR TO EXCAVATION, THE CONTRAC SHALL CALL ► 80 a N VERIFY THE UNDERGROUNDLOCATION OF GAS ANDTELEPHONE LINESAT LEAS r HOURS PRIORTO THE STARTEXCAVATION. ROHIT BHA TIA MANOHAR CAL JAY ARORA 19745 COLIMA RD., SUITE 1 ROWLAND HEIGHTS, CA. 91745 (909) 569-1370 C. T, K. INC. 8880 BENSON AVE STE 100 MONTCLAIR, CA. 91763 (909) 949-1791 (27 INSTALL 8" TERMINAL CLEANOUT PER CITY STD PLAN 2004 -- 1 EA SEWER: CITY OF FONTANA 6353 SIERRA AVENUE FONTANA, CA 92335 909--350-6632 WATER: FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 909-822-2201 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 714-357-6221 GAS, SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD, FONTANA, CA 92335 909--428-8411 TELEPHONE: VERIZON CALIFORNIA INC. 13911 PARK AVENUE VICTORVILLE, CA 92392--2407 760-245-0846 PACIFIC BELL (800) 310-2355 CABLE: ADELPHIA COMMUNICATIONS 1257 W BROOKS STREET ONTARIO, CA 91763 909-481-1115 ABBREVIA TIONS VCP EXTRA -STRENGTH VITRIFIED CLAY PIPE 1 TITLE SHEET EXIST EXISTING CIL CENTERLINE 2 ALMERIA AVENUE SEWER -®- --- CENTERLINE NEW STREETLIGHT 3 BARBEE STREET SEWER NEW STREETLIGHT CONSTRUCTION NOTES: Q&k T TTY° CORE DRILL CONNECTION TO EXIS77NG MANHOLE STRUCTURE_ - 1 EA CONSTRUCT 4' DIA. MANHOLE PER CITY STD'S 2000 AND 2001 5 EA CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER - - 1400 LF REPAIR TRENCH PER CITY ST'D 1008-- 900 LF CONSTRUCT 4" VCP. SEWER LATERAL AND HOUSE CLEANOUT 285 LF PER CITY ST'D 2000 CONTRACTOR VERIFY DEPTH OF EXISTING WATER LINE PRIOR 2 EA TO ANY SEWER CONSTRUCTION. IF LESS THAN 12" SEPERA TION BETWEEN EXISTING WATER AND NEW SEWER LINE, PROVIDE A 10" X 10" X 4" THICK CONCRETE BLANKET OVER SEWER PIPE: IF LESS THAN 4° SEPERAPON, N077FY ENGINEER. (27 INSTALL 8" TERMINAL CLEANOUT PER CITY STD PLAN 2004 -- 1 EA SEWER: CITY OF FONTANA 6353 SIERRA AVENUE FONTANA, CA 92335 909--350-6632 WATER: FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 909-822-2201 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 714-357-6221 GAS, SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD, FONTANA, CA 92335 909--428-8411 TELEPHONE: VERIZON CALIFORNIA INC. 13911 PARK AVENUE VICTORVILLE, CA 92392--2407 760-245-0846 PACIFIC BELL (800) 310-2355 CABLE: ADELPHIA COMMUNICATIONS 1257 W BROOKS STREET ONTARIO, CA 91763 909-481-1115 ABBREVIA TIONS VCP EXTRA -STRENGTH VITRIFIED CLAY PIPE MH SEWER MAN HOLE EXIST EXISTING CIL CENTERLINE EOP EDGE OF PAVEMENT SEWER MAN HOLE EXISTING SEWER CLEANOUT WA TER LINE -- S - SANITARY°SEWER G ---- GAS LINE -®- --- CENTERLINE NEW STREETLIGHT r� EXISTING STREETLIGHT NEW STREETLIGHT FIRE HYDRANT