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Home My WebLink About3873-1GENERAL SEWER NOTES r,alTY 01= F=ONITANIA raAl 1p"Pl�k IA 1 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 OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE SEWER IMP OVEMENT PLANS RESOLVED BY REFERENCE 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 COORDINATION SHALL BE REQUESTED AT LEAST TW0 WORKING DAYS PRIOR TO THE STAR1" 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. 7 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 OF ALL EXCAVATION 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 SAFE%TY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY NTHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 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 UTILITIES 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 WITHOUT APPROPRIATE AGENCY AUTH(JRIZATION. 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. 15 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 WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SQ THAT TIES 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 EMERGENQY. . VEHICLES. C0 E AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE: 18 THE ONTRACTOR SHALL PR VID WATERING, AT AI .I. TIMES. ; = s `' '' :t.,, t, n 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 BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. '~ 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAItU- RE --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 SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING 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 1N PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NO 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 (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION: C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE .END OF THE DAY WITHOUT PRIOR APPROVAL- .OF' �Tf �TY`ENGINEER. 27 SHORT VCP STUBS NTH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE -:WA TO' ALLO; FOR MINOR DEFLECTIONS IN ALIGNMENT. I 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND- -VERIFY ELEVATI:QN AND, LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY=GORREC{TN,SS OF `ELEVATIONS OR LOCATIONS SHOWIJ 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 MEASURED FROM THE 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 IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FOR RNO. 14244 INDEX MAP SCALE 1 "=200' SHEET INDEX MAP SHEET N0. REVISION DESCRIPTION DESCRIPTION 1 TI TLE SH EET 2 DETAILS 3 PLAN & PROFILE (BONSAI AVENUE, SPARTAN LANE, BRIARCLIFF AVENUE) 4 PLAN & PROFILE (BRIARCLIFF AVENUE) 5 PLAN & PROFILE (WILLOW DRIVE) UTILITY AGENCIES CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-6632 THE GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE ._(889-9711) OR (800) 422-4133 THE GAS COMPANY -- TRASMISSION DEPARTMENT BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (909)• 357-6231, (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) (800) 422-4133 BASIS OF BEARINGS THE BEARING OF N 89'34'47" W FOR THE SOUTH- LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 36 TOWNSHIP 1 SOUTH, RANGE 6 WEST, AS SHOWN ON THE TRACT 13613 IN BOOK 204 PAGES 19-22 OF THE OFFICIAL RECORDS OF SAN BERNARDINO COUNTY. LEGEND GENERAL SEWER NOTES (CONTINUES) m w a U 11 —1 JURUPA AVE L "'� KnECT SITE VICINITY MAP N.T.S. THOMAS BROTHERS MAP REFERENCE SAN BERNARI)INO AND RIVERSIDE COUNTY 2003 EDITION PAGE 644, F`.4 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 FINISH 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 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. SHEET REVISION DESCRIPTION O SEWER MANHOLE Q SEWER MAIN SEWER LATERAL U DATE- , Q) 05-27-2005 O DRAWING V,.. 1- j LEGEND GENERAL SEWER NOTES (CONTINUES) m w a U 11 —1 JURUPA AVE L "'� KnECT SITE VICINITY MAP N.T.S. THOMAS BROTHERS MAP REFERENCE SAN BERNARI)INO AND RIVERSIDE COUNTY 2003 EDITION PAGE 644, F`.4 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 FINISH 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 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. SHEET NO O SEWER MANHOLE Q SEWER MAIN SEWER LATERAL U SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 CONSTRUCTION NOTES AND QUANTITIES NO. ITEM 1 INSTALL STANDARD SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 2 INSTALL 8" DIA. EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS SEE BEDDING DETAILS 3 CONSTRUCT 4" SEWER LATERAL -AND HOUSE CLEANOUT PER CITY OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER CITY OF FONTANA STD. 125A (IN CONCRETE AREAS) OR 1258 (IN LANDSCAPE AREAS). 7 :=> "=INSTALL BACKFLOW PREVENTER RECORD DRAWING A THESE REC.ORD-DRAWI , S PREPARED, IN PART ON THE BASIS: O F; :. . _ ' OMPILED AND FURNISHED 8Y DTFiEF 3- �A ENONE WILL NOT BE RESPONSIBLE FOR.AN?'%ARORS OR'OKISSIONS WHICH HAVE BEEN INCQRPOHIIEtTED IJO 'FIE:UMENi8 A8 A RESULT THEREOF.' H' r 4. •. r �'" SAFETY RESPONSIBILITY h.. GENERAL TELEPHONE COMPANYRE 410N No.® 245 N. MOUNTAIN AVENUE POMONA, CA 91766 it i (213) 357-2257 OR (800)422-4133 W 'T 14041 L. lW T`U RU MaDOLS testi ASSO CAATt-5, ISG, 9302 PITT5WJR0H AVIS., STE. 230 RANG N O 0LfCs + M0t4 s , . CA 1173b PRONF-' C909)48(- 403-.2 APPLICANT/DEVELOPER FIESTA DEVELOPMENT 470 E. HARRISON STREET CORONA, CA 92879 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESSI,- COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W a m No. 024725 ' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�- CIVIL -�� STANDARDS IN EFFECT. OF OPl iumnaxosm ".0 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE ('BURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND .NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC PION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCE-NTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED. BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS DRAWN BY: 17801 CARTWRIGHT ROAD TWH IRVINE CA 92614 (949) 474-1400 DESIGNED BY: UNM TM %%RMVISION OF: D�4 CHECKED BY: �� •• DONALD R. GORDON R.C.E. 24725 ` DATE DRG u _ ice.-T•.�...:' TOTAL UNIT 8 ._.,_1. EA 2,230 LF. 34 ( EA CITY OF FONTANA r -Ai lPnPKIIO SEWER IMPROVEMENT PLAN TRAC 0.14244 LE SHEET AVED BY: R ARDO SANDOVAL-CITY ENGR. R.C.E. 51152 DATE 0 n Q LO dN- alw, O cn U)cn 3873 1 / 51 00 /n SCALE: 1"=40' U DATE- , Q) 05-27-2005 O DRAWING V,.. 1- j 3873 1 / 51