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Home My WebLink About4373-1GEMERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERMSF NOTED, 2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 00CUMENTS THAT CAN NOT 6E RESOLVED BYREFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. 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 COORDINAPON SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE Cf TY LIMITS, CALL (909) 350-7610. 5. THE CONTRACTOR S14ALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATLST NON—METRIC EDITION UNLESS OTHERIMSE DIRECTED BY T14E CITY TRAFFIC ENGINEER. 6, /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DFLINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES T 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 SAFETYe S. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL REE GUARDED BY SHORING, SLOPING OF T14E 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 EXISTS FOR GROUND SAFETY P. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 10, THE LOCA TIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION Or ANY EXISTING UTIUDES, 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. 12, THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER' MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFEWS TO THE CENTCRLINE OF SE141ER EXCEPT WHERE 07HERIWISE NOTED, 14. ADEQUATE CONSTRUC77ON 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 RE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND St.)IRVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL 13E RFPLACED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT IT 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 CLOSURE AREA FOR, RESIDENTS AND EMERGENCY VEHICLES. 78, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE WEANS 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 141RITTF-N APPROVAL. 20. jqo TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 21, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL, COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE --WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE _SITEE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODFABLE SWALES ENTERING OR LEAViNG IMPROV EMENTS. 23, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 7*0 MATCH EXISTING CONCRETE, 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROWDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWI\fSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERA41NAL CLEANOUT 25, SANITARY SEWER LINES SHALL BE CONSTRUCTOED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE ('VC,P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO T14E PROVISIONS OF' THE ASTM DESIGNATION C700 FOR VC.P 26. NO OPEN TRENCH SHALL BE' ALLOWED AT THE END OF THE DA' 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 DEFLECTIONS IN ALIGNMENT 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY' CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29, ALL, 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2Z MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30, TERMINATE ALL 4" HOU SL SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BEL011V 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 MEASURED FROM 7HE UTILITY EASEMENT 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF' THE SEWER LATERAL. 32, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES thOOF[DIATELY. 33, NO CONCRETE SHALL BE PLACED UNTIL THE F()RMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTUD AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROvEo PRIOR TOT PAVING OF STREETS. 35, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, 36, ALL MANHOLES, CLEANOUT FRAMES, COVEF?S AND VALVE BOXES SHALL RE RAISED TO FINISHEr.) GRADE BY THE PAVING CONTRACTOR UPPONP COMPLETION OF PAVING, 37, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SMALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER 38. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ABBREVIA TIONS VC ....... VER77CAL CURVE 7P TOP Or PAVEMENT TC ....... TOP OF CURB EL EI-EVA77ON FL FLOWLINE FG ..... FINISH GRADE FS rINISH SURFACE CF ... CURB FACE GB GRADE BREAK HP HIGH POIN T INV ... INVERT F-LEVA77ON TG TOP OF GRA TE C6 CATCH BASIN RD ROOF DRAIN LD LOCAL DEPRESSION EP_ EDGE OF PAVEMENT COTG.... CLEANOUT TOP OF GRATE SMI . . .... SEWER MANHOLE R.... RIDGE LINE PJ.P. PROTECT IN PLACE CL _ CENTERLINE DWY.. DRIVEWAY WS EL_ WATER SURFACE ELEVATION 1000 PROPOSED PROPOSED CONTOUR S903 EXISTING CONTOUR UTILITY PROVIDERS COMSTRUCTIOM MOTES SE WE R CABLE - TV CITY OF FONTANA ADELPHIA COMMUNtCA TIONS 8353 SIERRA AVENUE 5944 SYCAMORE COURT FONTANA, CA 92335 CHINO, CA 91710 (909) 350-6632 (909) 591-9571 ELECTRIC TELEPHONE" RON CARDENAZ SSC PACIFIC BELL SOUTHERN CALIFORNIA EDISON (800 750-2355 (909) 357-6240 LF GAS ADJUST MANHOLE RfM TO GRADE AFTER FINAL PAVING IS INSTALLED SOU774ERN CALIFORNIA GAS CO� SAN DI AS CA 91773 PER CMT YOF FONTANA STD, 2000...... ........... (800)427-2000 EA WA TER CONSTRUCT 4' 0 MANHOLE PER CITY' OF FONTANA STD. 200t ........................... iCST SAN BERNARDWO COUNTY PATER DISTRICT 855 WEST SASELINE, P.O. BO,' 920 RIALTO, CALIFORNIA92377-0920 "A ''C REMOVE AND REPLACE EX. PAVING IN KIND PER CITY OF' (909) 875-1804 UNAUMORIZED CHANGES AND USES CAUT70N. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. NOTES& 07Y ACCEPTANCE OF PLANS DOES NOT RF10C THE DEVELOPER FROM RESPONSIBILITY FOR IIHE CORREC770N OF ERRORS AND OMISSIONS DISCOVERED DURING COMSTRUC770N, UPON REQUEST OF THE CITY INSPECTOR, 774E REQUIRED PLAN REVISION'S SHALL BE. PROMPMY SUBMITTED TO 7HE CITY ENGINEER FOR REWEW CONS7RUC710N CONTRACTOR AGREES THAT IN ACCORDANCE WlrH GENERALLY ACCEPTED CONSTRUC77(W PRAC77CrS CONSTRUC17ON CONTRACTOR ELL RE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CON0177ONS DURING THE COURSE OF CONSTRUC770N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SMALL BE MADE TO APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL KVRKING HOURS, AND CONSTRUCRON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL IJARLITY, REAL OR ALLEGED, IN CONNEC770N 1774 THE PERFORMANCE OF WORK ON 'THIS PROJECT, EXCEP77NG LIAMUTY ARISING FROM 7HE S(XE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERPS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UIXITY PIPES OR STRUCTURES S14OWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, rO T14E BEST OF OUR KNOWLEDGE THERE ARC NO EXISTING U71LI77ES EXCEPT AS SHOWN ON THESE PLANS, 774E CONTRACTOR IS REQUIRED TO TAKE DUE PRCCAU770NARY MEASURES TO PROTECT 774E U77LI71ES SHOWN AND ANY OTHER LINES OR STRUC77JRES NOT SHOWN ON THESE PLANS. m REVISION POPE SCRPTION SLOVER A WNUE SHEET INDEX SHEET' NO. DESCRIPTION 1 TITLE SHEET 2 SEWER IMPROVEMENT PLANS & PROFILE 3' MAX SIZE NATIVE` _ SOIL, COMPACTED 95% 6" MSN 6MIN 10" MAX 10" MAX SHEET INDEX.MAP NOT TO SCALE �DATE �EG�R. COMSTRUCTIOM MOTES 6--30--08 S THE QUANTITIE,5Z SHOWN HEREON ARE ES77MATES ONL)' HE CONTRACTORS -NA-; S 5HA1 , i LL PREPARE THEIR OWN QUANTIRE-3 AND BID COMPLETE C)A B, ,2 INSTALL 6" (EXTRA STRENGTH) VCP SEWIFY LINE (BE.DotNG PER DETAIL ON SHEET c19 � CS3) INSTALL 8- (EXTRA STRENGTH) VCP SEMER LINE (BEDDfNG PER DETAIL, ON SHEET 1), 529 LF 8_11 ADJUST MANHOLE RfM TO GRADE AFTER FINAL PAVING IS INSTALLED PER CMT YOF FONTANA STD, 2000...... ........... 2 EA OS15 CONSTRUCT 4' 0 MANHOLE PER CITY' OF FONTANA STD. 200t ........................... 3 EA r��12)2. "A ''C REMOVE AND REPLACE EX. PAVING IN KIND PER CITY OF' FONTANA STD, 1008 ...... ...... ....... ...... ..... 50 131,-- �21 C12.9 SAWCUT, REMOVE, AND REPLACE rX,, CUR& AND GUTTER IN KINO.,__ ..... 10 LF SE 2 SAWCUT, REMOVE, AND REP -LACE EX SIDEWALK IN KIND. ........... 229 SF S903 REMOVE E-XfSTING 8" SEWER L.A TE -RAL ANO WYE. ....... I L.S CAUT70N. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. NOTES& 07Y ACCEPTANCE OF PLANS DOES NOT RF10C THE DEVELOPER FROM RESPONSIBILITY FOR IIHE CORREC770N OF ERRORS AND OMISSIONS DISCOVERED DURING COMSTRUC770N, UPON REQUEST OF THE CITY INSPECTOR, 774E REQUIRED PLAN REVISION'S SHALL BE. PROMPMY SUBMITTED TO 7HE CITY ENGINEER FOR REWEW CONS7RUC710N CONTRACTOR AGREES THAT IN ACCORDANCE WlrH GENERALLY ACCEPTED CONSTRUC77(W PRAC77CrS CONSTRUC17ON CONTRACTOR ELL RE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CON0177ONS DURING THE COURSE OF CONSTRUC770N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SMALL BE MADE TO APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL KVRKING HOURS, AND CONSTRUCRON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL IJARLITY, REAL OR ALLEGED, IN CONNEC770N 1774 THE PERFORMANCE OF WORK ON 'THIS PROJECT, EXCEP77NG LIAMUTY ARISING FROM 7HE S(XE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERPS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UIXITY PIPES OR STRUCTURES S14OWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, rO T14E BEST OF OUR KNOWLEDGE THERE ARC NO EXISTING U71LI77ES EXCEPT AS SHOWN ON THESE PLANS, 774E CONTRACTOR IS REQUIRED TO TAKE DUE PRCCAU770NARY MEASURES TO PROTECT 774E U77LI71ES SHOWN AND ANY OTHER LINES OR STRUC77JRES NOT SHOWN ON THESE PLANS. m REVISION POPE SCRPTION SLOVER A WNUE SHEET INDEX SHEET' NO. DESCRIPTION 1 TITLE SHEET 2 SEWER IMPROVEMENT PLANS & PROFILE 3' MAX SIZE NATIVE` _ SOIL, COMPACTED 95% 6" MSN 6MIN 10" MAX 10" MAX SHEET INDEX.MAP NOT TO SCALE �DATE �EG�R. Ole 33366 6--30--08 S w �P�E -NA-; Cl E� 14 c19 �