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Home My WebLink About4135-1GENERAL SEWER 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 CONS TRUC TION ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDI TION 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 CON TRAC TOR SHALL IMMEDIA TEL Y REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER 4 CONS TRUC TION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE- LOPMENT 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, L A TES T 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 EXCA VA TIONS 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 EXISTS 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 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 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 EXCA VA TION 11 THE CONTRACTOR SHALL COORDINATE CONS TRUC TION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC "TER, 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 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 CON TRAC TOR TO CONS TRUC T THE WORK TO THE PLAN GRADES. THE CONTR AC TOR 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 WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED, 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 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 DUS T 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 BACKFILL SHALL TAKE PLACE WI THOU T 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 TREE T IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE 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 IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM 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 DFEIGNATION C70D FOR V.C•P„ 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 M ANHOL E 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 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 INSTALL CLEANOUT AND BOX PER CITY STD. 125 AT THE LOCATION OF ALL SEWER LATERALS 32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIA TEL Y, 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 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 COMPL E TION OF CONS TRUC TION, CON TRAC TOR 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, 39 ALL PRIVATE IMPROVEMENTS AND LANDSCAPING REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO THE ORIGINAL CONDITION OR BETTER. C TY OF FONTANA SEWE'ro�\ MrnROVEMENT rnLANS MR W -N wcine_ ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPOW SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. LVVA El- IL El THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 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 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LATERAL C.O. EASEMENT LINE A PROPERTY LINE 15'/ 10' REPLACE DRIVEWAY BETWEEN MANHOLES WITH 3" CLASS II AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY 4" SEWER LATERAL MAIN LINE DETAIL: SEWER LATERAL - FOR COMPLETE DETAILS SEE STD. 125 SPECIAL NOTES: RIM ELEVATIONS OF MANHOLES ARE APPROXIMATE. ALL MANHOLES TO BE ADJUSTED TO FINISH GRADES ALL TREES, SHRUBS, FENCES OR OTHER FEATURES IN WAY OF CONSTRUCTION SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AS REQUIRED BY THE CITY ENGINEER imDT C7AA-'—�,Z, om DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCH MARK: CENTER OF MH LID EL. = 1411.55 CENTER OF LID MANGO SEWER MH # 28 CITY DWG. NO. 1174 STATION 103+50 REV. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA RIA01 8353 SIERRA AVENUE CITY OF RIALTO WATER DEPARTMENT FONTANA, CA 92335 DAVID ULLERY (909) 350-6760 - PUBLIC SERVICES DEPARTMENT RIALTO, CA 92376 (909) 350-6632 - PUBLIC WORKS INSPECTION 150 S. PALM AVENUE RIALTO, CA 92376 at&t TELEPHONE CO. (909) 820-2608 ATTN: SUSAN MORGAN PRE ENGINEERING LIASON 1265 N. VAN BUREN ST. #180 ANAHEIM, CA 92807 (714) 666-5415 (714) 666-5500 SOUTHERN CALIFORNIA GAS CO. ATTN: BRUCE YONKERS P.O. BOX 3003 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (909) 335-3928 BYONKERS@SEMPRAUTILTIES.COM COMCAST (CABLE TV) ATTN: ARNELL GANZON 1581 COMMERCE STREET CORONA, CA 92880 (951) 549-3977 (800) 422-4133 - U.S.A. SOUTHERN CALIFORNIA EDISON CO 300 N. PEPPER AVENUE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (909) 357-6505 - DISTRIBUTION (800) 422-4133 - U.S.A. CONSTRUCTION NOTES: GSUTWT GOLDEN STATE FOR TIME WARNER SIR/MADAM 3281 GUASTI ROAD #350 ONTARIO, CA 91761 (909)456-3661 FONTANA WATER CO. ATTN: LUIS MONTENEGRO 11142 GARVEY AVENUE EL MONTE, CA 91733 (626) 448-6183 ADELPHIA 1500 S. AUTO CENTER DRIVE ONTARIO, CA 91761 (888) 683-1000 (800) 422-4133 - U.S.A. CRAWFORD CANYON MUTUAL WATER COMPANY ATTN: BASIL J. FABRIZIO (909)463-9580 (800) 422-4133 - U.S.A. UNDERGROUND SERVICE ALERT (800) 422-4133 - U.S.A. Ld J a U N 0 r r 0 Z QUANTITIES: 0— REMOVE AND REPLACE DRIVEWAY CONCRETE TO MATCH EXISTING. 2�- CONSTRUCT 48" SANITARY SEWER MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112 O3 — CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE PER CITY OF FONTANA STANDARD DETAIL 131 G)__ CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 128 CONSTRUCT 4" VCP SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125 PLACE 3" CLASS 11 AGGREGATE BASE IN DRIVEWAY BETWEEN MANHOLES AT 95% COMPACTION. TSA! �^ r N0;CM38 0 6 CrV�L _n�\P REVISION DESCRIPTION I I Ilid IW'll DATE ENGR. CITY DATE PROFESS/ON U. M0� titin 0 m No. C 40964 Exp. 3-31-07 \9T CIVIL ��'� \ OF CAL�� (200 SF) (2 EA) (325.3 LF) (1 EA) (7 EA) (8 TONS) AS -BUILT Prepared Under The Supervision Of : 6' MIN, VARIES 10' MAX, I I I 3' MAX, SIZE— NA TI VE SOIL COMPAC TED 95X• 6' MAX. SIZE— NA TI VE SOIL COMPACTED 907., 10' OR DEEPER USE 112' CRUSHED S TONE BEDDING C MINIMUM OF 6 INCHES PER ETD. SPECS, FOR PUBLIC WORKS CONS TRUC TION TABLE 200 12 [A] BELOW., 6' MIN, 10' MAX, I' MAX, SIZE SEL EC TED NA TI VE COVER COMPACTED TO 90X• TYPICAL BEDDING DETAIL NOT TO SCALE TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES - 1' 3/4' 100 1/2' 90-100 3/8' 20-60 NOO, 4 0-15 NO. 8 0-5 ASTM C131 TES T GRADING B CITY OF FONTANA, CALIFORNIA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION DRAWN BY: FRANK SMITH DESIGNED BY: FRANK SMITH ,&t ; � AAIP 4t wr 0 7�3�1 oG , Date CHECKED BY: FELIPE U. MOLINOS, R.C.E. 40964 MANGO AVENUE SEWER LINE EXTENTION TITLE SHEET APPROVED BY: 8/X/tt % CITY ENGINEE / R.C.E. 81152 DATE: SCALE: AS SHOWN DATE: 6/30/06 DRAWING NO.: '� 4135 2