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Home My WebLink About3677-1GENERAL SEWER NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD 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 CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J 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 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, 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 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—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 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 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 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 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 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. 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 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 (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 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 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. JO 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 JI 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. JJ 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. J5 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT J6 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING J7 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. J8 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA SEWER IMPROVEMENT PLANS TRACT No. 16600 I PO T"1OiV j- FW LOT o i S 6-7'.F�OPl.. LAI\10 -VVD WA r CO SUBW I PC r'.lu X1305, 14 13 12 — � 7- -1-- 7- T- -I KA EXISTI —�-- — -- -- JVO 17243 j>rl-t4 J�41D4- 90 L i I B 5 4 13 12 1 I --4-- -�–-- —= j _ -- 2 �1 y 9 30 31 ! I i I i S, 7-ROP1O �l/yD AV WAI 7-fj--r? CO SUDi� lk t I i i M10M ffMUM CITY OF FONTANA UTILITY NOTIFICATION LIST SCALE 1 "=80' CITY OF FONTANA i � I 8353 SIERRA AVENUE 1265 N. VAN BUREN :STREET FONTANA, CA 92335 —16 I_ 15 (909) 350-6632 ANAHEIM, CA 92807 SO. CALIFORNIA GAS COMPANY (714) 666-5401 ATTN. GREG GASPAR 16231 VALLEY BLVD. (CABLE TV COMCAST ) FONTANA, CA. 92335 ATTN: JACK HAYES 1205 (909) 428-8411 DUPONT AVENUE ONTARIO, CA. 91761 EMERGENCIES: (800) 427-2200 (909) 390-4738 SO. CALIFORNIA EDISON COMPANY VERIZON 7951 REDWOOD AVE. ATTN: STEVE HOCK FONTANA, CA. 92335 (909) 820-5598 – UNDERGROUND 1400 E. PHILLIPS BLVD. (909) 875-5100 – TRANSMISSIONS POMONA, CA. 91766 1 3) (909) 469-6327 (2 90357-6233 –DISTRIBUTION CENTERLINE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE FONTANA WATER COMPANY ATTN. CRAWFORD CANYON MUTUAL WATER CO. MICHAEL J. MCGRAW ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE = pl UNDERGROUND SERVICE ALERT w (800) 422-4133 FAX: (909) 823-5046 SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. F. L. FLOW LINE F. S. FINISH SURFACE 14 13 12 — � 7- -1-- 7- T- -I KA EXISTI —�-- — -- -- JVO 17243 j>rl-t4 J�41D4- 90 L i I B 5 4 13 12 1 I --4-- -�–-- —= j _ -- 2 �1 y 9 30 31 ! I i I i S, 7-ROP1O �l/yD AV WAI 7-fj--r? CO SUDi� lk t I i i M10M ffMUM CITY OF FONTANA UTILITY NOTIFICATION LIST SCALE 1 "=80' CITY OF FONTANA PACIFIC BELL CO. ATTN: ANTHONY SALAM ATTN: NORMA GUILLOT 8353 SIERRA AVENUE 1265 N. VAN BUREN :STREET FONTANA, CA 92335 SUITE 180 (909) 350-6632 ANAHEIM, CA 92807 SO. CALIFORNIA GAS COMPANY (714) 666-5401 ATTN. GREG GASPAR 16231 VALLEY BLVD. (CABLE TV COMCAST ) FONTANA, CA. 92335 ATTN: JACK HAYES 1205 (909) 428-8411 DUPONT AVENUE ONTARIO, CA. 91761 EMERGENCIES: (800) 427-2200 (909) 390-4738 SO. CALIFORNIA EDISON COMPANY VERIZON 7951 REDWOOD AVE. ATTN: STEVE HOCK FONTANA, CA. 92335 (909) 820-5598 – UNDERGROUND 1400 E. PHILLIPS BLVD. (909) 875-5100 – TRANSMISSIONS POMONA, CA. 91766 1 3) (909) 469-6327 (2 90357-6233 –DISTRIBUTION CENTERLINE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE FONTANA WATER COMPANY ATTN. CRAWFORD CANYON MUTUAL WATER CO. MICHAEL J. MCGRAW ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE (909) 463-9580 FONTANA, CA 92335 UNDERGROUND SERVICE ALERT (909) 822-2201 (800) 422-4133 FAX: (909) 823-5046 PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN PORTLAND CEMENT CONCRETE W ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST V VERTICAL DEPTH OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON INDICATES EXISTING ELEVATION 590.77 THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES LEGEND TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER D AC PAVEMENT ASSUMES ALL LIABILITY AND RESPON– SIBILITY FOR THE UTILITY PIPES, CONDUITS OR A. C. ASPHALTIC CONCRETE STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. B. C. BEGIN CURVE W B.VC. BEG. VERTICAL CURVE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY B. W. BACK SIDEWALK FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS C.B. CATCH BASIN PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY C.L. CENTERLINE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE E. C. END CURVE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER E P. EDGE PAVEMENT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE E. G. EDGE GRADE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE EVC. END VERTICAL CURVE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. F. L. FLOW LINE F. S. FINISH SURFACE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL G.B. GRADE BREAK HIGH POINT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT lS INV NV. INVERT THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY 0. C. ON CENTER DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. (R) RIDGE LINE R/W RIGHT OF WAY CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS. TAN. TANGENT T C. TOP OF CURB CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, B. F. BACK FLOW DEVISE UTILITY BOXES AND LIDS, ETC. 32 P. C. C. PORTLAND CEMENT CONCRETE W WIDTH V VERTICAL DEPTH (590.77) INDICATES EXISTING ELEVATION 590.77 INDICATES PROPOSED ELEVATION 90-100 INDICATES SLOPE 2:1 D AC PAVEMENT 0 REMOVAL 0 GRIND B EDGE OF PAVEMENT W WATER LINE SD STORM DRAIN S SEWER LINE MANHOLE STREET LIGTH FH FIRE HYDRANT 0 I I Li J Q U C4 TABLE. 200-1.2_[Al_ SIEVE SIZEPERCENTAGE ASEING SIEVE - 1' - 3/4' 100 1/2' 90-100 3/8' 20-60 NO. 4 0-15 NO, 8 0-5 ASTM C 131 TES T GRADING B CERES V VICINITY MAP NTS 6' MIN, VARIES 6' MIN, 10' MAX, I I I 1 10' MAX, 3' MAX, SIZE NA TI VE SOIL COMPAC TED 957, 1' MAX, SIZE SEL EC TED NA TI VE 6' MAX. SIZE BEDDING COMPAC TED NA TI VE SOIL TO 907. COMPAC TED 907., _ a � V, C. P, q 10' OR DEEPER USE 112' CRUSHED S TONE BEDDING PER S T.D. SPECS. FOR PURL IC WORKS CONS TRUC TION TABLE 200 12 LAJ, CONSTRUCTION NOTES: (D—INSTALL 8" EXTRA STRENGTH V.C.P. SEWER 2—CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DW. NO. 112 (0=48'). 3D -INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL CITY OF FONTANA STD. DWG. NO. 125. 4� REMOVE EXIST STUB, BREAK INTO EXIST M.H. AND RECONSTRUCT — INLET PIPE CONNECTION. BENCH MARK: #9 "PK" NAIL IN LEAD SO. OF SE CURB RETURN 0 CITRUS AVE. & FONTANA AVE. ELEVATION: # 1195.57 TYPICAL BEDDING DETAIL NOT TO SCALE QUANTITIES: 1, 120 LF 4 EA 1,080 LF I EA pROESS �Nq� \. L. l �1/ F j RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN N o. 36�6j�3�7 my PART, ON THE BASIS OF INFORMATION COMPILF6 AND I FURNISHED BY OTHERS. THE ENGINEER WILL NOT SE .� RESPONSI9LE FOR ANY ERRORS OR OMISSIONS WHICH + iii LG/ HAVE BEEN INCORPORATED INTO THE DOCUMENTS ASf (� CAI\ A RESULT THEREOF. ` 1, L L L c c c C