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Home My WebLink About3729-1GENERAL NOTES: 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 MREEN B1100. 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 CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK.. THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID C77NFLICT 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 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. 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 DI VISION OF INDUSTRIAL SAFETY, 8 THE WALLS AND FACES OF 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 EXISTS FOR GROUND MOVEMENT, 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT CF -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 EXCAVATION, 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, 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 WITHOUT THE 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 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 WRIT TEN APPROVAL, 20 NO 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 SHI]1LD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET 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 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 IV.C.P.1 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 THE CITY ENGINEER. 27 SHORT VCR STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTION IN ALIGNMENT, 28 PRIOR TO CiINSTRUCTION, 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 27. 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' BELOV 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 DR 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, 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS, 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEV ASPHALT PAVEMENT PRIOR TO PLACEMENT, ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 36 COMPLETION OF PAVING. 37 UPON C17HPLETION 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 DRAWING TO THE CITY ENGINEER, $/ T f T EC fig Z.4 c CO. N & F IN POLE # 801781 E NE COR. OLEANDER & BASELINE EL= 1405.86 BASIS LT BEARING �oF OLEANDER AVENUE SHOWN AS N 00.00'08' W PER ,M. 3428, PMB 30 / 97 RL]TATED TO N 00.03'14' W SANITARY SEWER IMPROVEMENT PLANS • 'i TRACT N0. 16563 IN TMe BIG�LE�T TOLL FREE �� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION.13' DURING THE COURSE OF CONSTRUCTION OF 774/S PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 774/S REQUIREMENT SHALL APPLY CON71N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITI' OF FONTANA 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, 714E ENGINEER, OR THE CITY OF FONTANA. int - 1V 657 1 J W i Q 7 HIGHLAND AVE WALNUT STREET SMH SEWER MAN HOLE SIT INVERT ELEVATION EXT'G EXISTING DRAWN BY: No. 13669 rn 8880 BENSON AVE. SUITE 100 J. R. �P. s -s: -os MONTCLAIR, CALIFORNIA 91763 DE3I(;NED BY: CIVIL ENGINEER * 90 9) 949-1791 (909) 949-8433 FAX w 9T A a � z w JV CARL T. KOBBINS, JR :D RCE 13669 EXP 3-31-05 O ='w INAM ►� 1V 657 1 J W i Q 7 HIGHLAND AVE BASELINE AVE VICINITY MAP NTS C:OtdSTRUCTION NOTES 1�-- CONSTRUCT 8' VCP EXTRA STRENGTH SEWER O2 — NOT USED CONSTRUCT 48' SEWER MANHOLE PER CITY ST'D DETAIL 112 W/ FRAME & COVER PER CITY STD DETAIL 109 CONSTRUCT 4' SEWER LATERAL PER CITY STD DETAIL 125 5-- NOT USED CONSTRUCT 8' DIP SEWER O7 -- CONSTRUCT SEWER MANHOLE OVER DUSTING 8' MAIN PER CITY STD DETAIL 112 W/ FRAME & COVER PER CITY STD DETAIL 109 CONSTRUCT 4' SEWER 'WYE' PER CITY ST'D DETAIL 125 9a-- INSTALL BRICK & MORTAR PLUG IN SOUTH OUTLET M.H. #9 10 CONSTRUCT CONCRETE BLANKET PER APWA STD 225-1 11 INSTALL FLAT WYE W i Q Q Iy ry LTJ H 0 ESTIMATED QUANT MES NOTE; QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE PIPELINE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTMES OF ALL CONSTRUCTION 17EMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. ffij2 ABBRE VIA TIONS WALNUT STREET SMH SEWER MAN HOLE SIT INVERT ELEVATION EXT'G EXISTING DRAWN BY: No. 13669 rn 8880 BENSON AVE. SUITE 100 J. R. �P. s -s: -os MONTCLAIR, CALIFORNIA 91763 DE3I(;NED BY: CIVIL ENGINEER * 90 9) 949-1791 (909) 949-8433 FAX w 9T A a � z w JV CARL T. KOBBINS, JR :D RCE 13669 EXP 3-31-05 O BASELINE AVE VICINITY MAP NTS C:OtdSTRUCTION NOTES 1�-- CONSTRUCT 8' VCP EXTRA STRENGTH SEWER O2 — NOT USED CONSTRUCT 48' SEWER MANHOLE PER CITY ST'D DETAIL 112 W/ FRAME & COVER PER CITY STD DETAIL 109 CONSTRUCT 4' SEWER LATERAL PER CITY STD DETAIL 125 5-- NOT USED CONSTRUCT 8' DIP SEWER O7 -- CONSTRUCT SEWER MANHOLE OVER DUSTING 8' MAIN PER CITY STD DETAIL 112 W/ FRAME & COVER PER CITY STD DETAIL 109 CONSTRUCT 4' SEWER 'WYE' PER CITY ST'D DETAIL 125 9a-- INSTALL BRICK & MORTAR PLUG IN SOUTH OUTLET M.H. #9 10 CONSTRUCT CONCRETE BLANKET PER APWA STD 225-1 11 INSTALL FLAT WYE W i Q Q Iy ry LTJ H 0 ESTIMATED QUANT MES NOTE; QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE PIPELINE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTMES OF ALL CONSTRUCTION 17EMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. ffij2 ABBRE VIA TIONS VCP EXTRA -STRENGTH VITRIFIED CLAY PIPE SMH SEWER MAN HOLE IE INVERT ELEVATION EXT'G EXISTING LEGEND ® NEV MANHOLE ® EXISTING MAN HOLE — w — WATER LINE — S —SANITARY SEWER — 'L' — CENTERLINE 0 WATER SERVICE c -c CENTER TO CENTER TORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE ND EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON 7HIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL. TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LAST 48 HOURS PRIOR TO 7HE START OF EXCAVATION. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Q�pFESS/ pN Prepart*4 Under The Supervision 4f 14 EA 74 EA / C.T.K., INC. 290 CAM T KOBRAWs, Jr. 2 CONSULTING ENGINEERS DRAWN BY: No. 13669 rn 8880 BENSON AVE. SUITE 100 J. R. �P. s -s: -os MONTCLAIR, CALIFORNIA 91763 DE3I(;NED BY: CIVIL ENGINEER * 90 9) 949-1791 (909) 949-8433 FAX C.K. 9T �• Date :ll o 1` CHECKED B . �i CARL T. KOBBINS, JR RCE 13669 EXP 3-31-05 2,768 LF 14 EA 74 EA / 1,960 LF 290 LF 1 EA 14 EA 1 EA 1 EA PER PLAN U7TL ITY PURVEYORS: SEEM CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 909-350-7610 WA FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA 92335 909-822-2201 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909-357-6221 m SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 909-428-8411 TEZ VERIZON CALIFORNIA, INC. 13911 PARK AVENUE WCTORWLLE, CA 92392-2407 760-245-0846 CA ADELPH14 COMMUNICATIONS 1257 W. BROOKS STREET ONTARIO, CA 91763 909-481-1115 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN TRACT NO. 16563 TITLE SHEET TANA, C)A0FQRNIA 92336 scaE N/A DATE: 11/16/04 DRAWING NO.: � 3729 /6