The URL can be used to link to this page

Home My WebLink About3899-1GENERAL SEWER NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA 77ONS FOR PUBLIC WORKS CONS7RUC77ON ("GREEN BOOK'). ALL REFERENCE SPECIF/CA TIONS AND STANDARDS SHALL BE THE LA TEST ED177ON UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EX/ST IN THE CONTRACT DOCUMENTS THAT CAN NO T BE RESOL VED B Y REFERENCE TO PRECEDENCE PRO VISIONS /N THE "GREEN BOOK" THE CONTRACTOR SHALL IMMED/A TFL Y REPORT SAID CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. 3 ALL MA 7ER/ALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE— LOPMENT DEPARTMENT, ENGINEER/NG DIVISION PR/OR TO THE START OF ANY WORK. INSPEC77ON COORDINA 77ON SHALL BE REQUESTED AT LEAST TWO WORK/NG DAYS PRIOR TO THE START OF ANY WORK /N 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 /N THE STATE OF CALIFORNIA MANUAL OF 7RAFF/C CON 7ROLS, LA 7FST NON—ME7R/C EDI TION UNLESS 07HERMSE DIRECTED BY 7HE CITY TRAFFIC ENG/NEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEL/NEA TORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 77MES 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA 77ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCA VA 77ONS GREA IFR THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOP/NG 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 7HE P07EN77AL EXISTS FOR GROUND MOVEMENT. 9 NO MA 7FR/AL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT—OF—WA Y WI THOUT OBTAINING A SEPARA IF PERMIT FOR THAT PURPOSE. 10 THE LOCA TIONS OF U77LI77ES SHOWN HAVE BEEN DE7ERM/NED FROM AVAILABLE INFORMA 770N. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DE7FRM/NE, IN THE FIELD, THE TRUE LOCA77ON AND ELEVA77ON OF ANY EXIS77NG U77LI77ES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CON7RACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORK/NG DAYS BEFORE EXCA VA T/ON. 11 77-1E CON7RACTOR SHALL COORDINATE CONS7RUC770N WI7H ALL U77LI TY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE 7FLEV/S/ON, LANDSCAPING, LANDSCAPE IRR/GA 77ON, DOMES77C WA TER, RECLAIMED WA 7ER, SEWER, STORM DRAIN, FLOOD CON7R0L AND CAL 7RANS. ALL U77LI TY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS N0 77CE PR/OR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR W47ER MAIN VALVES WITHOUT APPROPR/A TE AGENCY AUTHOR/ZA 71074 CONTRACTOR SHALL COORD/NA TE WITH 774E APPROPR/A 7E WA 7ER COMPANY FOR VAL VE OPERA 77ON AND WA 7ER REQUIREMENTS 13 STA T70N/NG REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE 0 7HER WISE N0 7ED. 14 ADEQUA 7E CONSTRUCTION CONTROL STAKES SHALL BE SET BY 7HE ENGINEER TO ENABLE 7HE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 774E PRESERVA77ON OF BENCHMARKS AND CONS77?UC77ON CON77?OL STAKING DURING CONSTRUCTION. 15 THE CON7RACTOR SHALL NOT DISTURB EX/STING SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS W/ THOU T PRIOR NO 77F/CA 77ON TO THE Cl TY ENG/NEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REG/S7E'RED CIVIL ENG/NEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS 77 -IAT W/LL BE DESTROYED AS A RESULT OF THIS CONS77?UC710N SHALL BE REPLACED. 774E CONTRACTOR SHALL N077FY THE ENG/NEER ONE WEEK PR/OR TO CONS7RUC770N SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LA TER REPLACEMENT OF 7HE MONUMENT. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RES/DENTS AND BUSINESSES AT ALL 77MES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES /N THE CONS7RUC77ON AREA FOR RESIDENTS AND EMERGENCY VEHICLES 18 THE CON77?ACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUA 7E WA 7FR/NG, AT ALL 77MES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATER/AL, MUD, SILT OR DEBRIS TO BE DEPOSI TED ONTO PUBLIC OR PRI VA TE PROPERTY ADJACENT TO 77-1E RIGHT—OF— WA Y DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 774E CITY INSPECTOR. 21 A GE07ECHN/CAL ENG/NEER SHALL CER77FY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT POR 77ON OF 7HE WORK UN77L 7HE SPECIFIED DENSITY /S OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING S7REET IMPROVEMENTS. UPON INSPEC77ON OF THE S/7F, THE CITY ENG/NEER MAY REQUIRE 7EMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FIN/SH TO MA TCH EXIS77NG CONCRETE: 24 /F SEWER CONS7RUC77ON /S TO BE DONE /N PHASES, THE CON7RACTOR SHALL PROVIDE A TERM/NAL CLEANOUT AT 7HE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM 7HE DOWN S77REAM 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 V/7RIFIED CLAY PIPE (V. C.P.) EX7RA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE AS7M DESIGNA 77ON C700 FOR V.C.P.. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY W17HOUT PR/OR APPROVAL OF 7HE C/7Y ENG/NEER. 27 SHORT VCP STUBS WITH FLEX/BLE COMPRESS/ON JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLEC77ONS IN ALIGNMENT. 28 PRIOR TO C0NS7RUC770N, 774E CONTRACTOR SHALL EXPOSE EXIS77NG FACILITIES, AND VERIFY ELEVATION AND LOCA 77ON OF CONNECRONS. CITY APPROVAL OF CONNEC77ONS TO EXIS77NG FACIL177ES DOES NOT IMPLY CORREC7NESS OF ELEVA 77ONS OR LOCA 77ONS SHOWN ON THE PLANS 29 ALL 4" HOUSE LA 7ERALS SHALL BE INSTALLED AT A 2% MIN/MUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENG/NEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INS/DE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC U77L/TY EASEMENTS EX/ST NEXT TO THE STREET RIGHT—OF—WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE U77LI TY EASEMENT. 31 THE SEWER CON7RACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32 /F EXIS77NG U77LI77ES OR ANY 0774ER FACIL177ES CONFLICT W/7H 774E PROPOSED IMPROVEMENTS, 774E CONTRACTOR SHALL N077FY 774E ENGINEER AND ALL AFFECTED AGENCIES /MMED/A TEL Y. 33 NO CONCRE7E SHALL BE PLACED UN77L 774E FORMS AND REINFORCING S7FEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED, TESTED AND APPROVED PR/OR TO PA WNG OF S7REETS 35 APPROVED SOIL S7ER/LANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RA/SED TO FIN/SHED GRADE BY 774E PAVING CON7RACTOR UPON COMPLE77ON OF PA WNG 37 UPON COMPLE77ON OF CONS7RUC7TON, CONTRACTOR SHALL RESTORE ALL SIGN/NG, S7R/PING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA 77SFAC77ON OF 774E CITY TRAFFIC ENGINEER. 38 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENG/NEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO 774E CITY ENG/NEER. LEGEND A. C. ASPHAL TIC CONCRETE B. C. BEGIN CUR VE B. V. C. BEG. VER TI CAL CURVE B. W. BACK SIDEWALK C.B. CATCH BASIN C.L. CENTERLINE E. C. END CUR VE E. P. EDGE PA VEMENT E. G. EDGE GRADE E. V. C. END VER TI CAL CURVE F.L. FLOW LINE F.S. FINISH SURFACE G. B. GRADE BREAK H.P. HIGH POINT INV. INVERT 0. C. ON CURVE CITY OF FONTANA SEWER IMPROVEMENT PLANS INDEX MAP SCALE. • 1"—l00' P. C. C. PORTLAND CEMENT CONCRETE PER CEN TA GE PASSING SIEVE GE LINE R%W RIGHT OF WA Y TAN. TANGENT T C. TOP OF CURB W WIDTH V VERTICAL DEPTH (590.69) INDICA TES EXISTING ELEVA TION 590.69 INDICATES PROPOSED ELEVATION B INDICATES SLOPE 2. 1 O AC PA VEMENT (619) 868-6040 REMOVAL UNDERGROUND SERVICE ALERT GRIND (800) 227-2600 EDGE OF PAVEMENT TRACT NO C.J 16685 CURB LINE 8' MIN. 10' A VG. i 3' MIN, 5' MAX. i NORTH AND EAST SIDE N 1 5' MIN DIST EWER LATERAL S I�qw w N 2 O Cc N STREET C.L. o s SEWER MAIN WATER LAT. & SERVICE METER B Y FON TA NA WA TER COMPANY s TYPICAL SEWER LATERAL & WATER SERVICE DE TA I L NO T TO SCALE TABLE: 200-1.2 A SIE VE SIZE PER CEN TA GE PASSING SIEVE 1 112" 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 J14" 100 1 2 90-100 8 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEST GRAD/NG B 6" MIN. 10 MAX. 3" MAX. SIZE NA TI VE SOIL COMPA C TED 95% 6" MAX. SIZE NA T/ VE SOIL COMPA C TED 901cv V. C.P. 10' OR DEEPER USE 1/2" CRUSHED STONE BEDDING PER STD. SPECS FOR PUBLIC WORKS CONSTRUCTION TABLE 200 1.2 [A] RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. MADOLE 14AID AS30.� //VC. 9302 P/7T290ra9Q1-1 AVE, <SUlTE 230 94A40/ -/O C U c.4MON0A , CA. C11730 TEL. 6909) q.81—C.322 VARIES N 6" MIN. 10 MAX. CONSTRUCTION NOTES: INSTALL 8" EXTRA STRENGTH V. C.P. SEWER. O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 0 FONTANA STD. DWG. NO. 112 (1D=48"). 3O INSTALL SEWER TERM/NAL CLEANOUT PER CITY STD. 128. O4 INSTALL 4" EXTRA STRENGTH V. C.P. SEWER LATERAL PER C/ T Y OF FONTANA STD. DWG. NO. 125. O5 INSTALL BACKFLOW VALVE DEVICE 6O INSTALL 6" PLUG O7 INSTALL 8" D./. PIPE 1 " MAX. SIZE SELECTED NA T1 VE BEDDING COMPACTED TO 901% TYPICAL BEDDING DETAIL NOT TO SCALE I'DQROFESS/ pN� hill co uj C 36637 c 2 Ex . CIVI1. VICINITY MAP N.TS. PC Z QUANTI TIES: 3637 L. F. 13 EA. 97 EA. 3550 L. F. 19 EA. 1 EA. 38 L. F. PRIVATE ENGINEERS 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 RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 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 CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: BRIAN WREN ATTN. VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN. GREG GASPAR ATTN.- JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4736 EMERGENCIES. (800) 427-2200 FAX. (909) 823-5045 GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN. STEVE HOCK 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) (909) 820-5598 UNDERGROUND 800) 422-4133 (909) 875-5100 — TRANSMISSIONS (213) 637-1233 PIPELINES FONTANA WATER COMPANY (909) 357-6233 DISTRIBUTION ATTN. • MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN. BILL VANDERKIEFT, JR. FAX. (909) 823-5045 (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 227-2600 J:\692-1915\sewer\sew0l.dwg, 1/19/2006 10:46:20 AM, drench �_ a- �— .�.