The URL can be used to link to this page

Home My WebLink About3092-11 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. 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 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 NONERODEABLE 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 (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. 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. 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 FINISHED 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. '•:1•. Z•._U• - • ti CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE S REDLANDS, CA. 92374 ) COMCAST ( CABLE TV(909) 335-747 1 JACK HAYES EMERGENCIES: (800) 427-2200 05 DUPONT AVE. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 909 357-6223 - DISTRIBUTION (800) 422-4133 800 422-4133 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE (619) 868-6040 FONTANA CA. 92235 (909) 822-2201 FAX: (909) 823-5046 rmi I.�jqg PRIVATE ENGINEER'S NOTICE, TO CONTRACTOR INDEX MAP SCALE: 1 "=100' The existence and location of any underground utility pipes or structures shown on these plans were obtained by search of the available records. These locations are approximate and shall be confirmed by the contractor, so that any necessary adjustment can be made in alignment and/or grade of the proposed improvement. the contractor is required to take due precautionary measures to protect any utility lines shown and any other lines shown and any other lines not on record or not shown on these plans. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. ESTIMATE OF QUANTITIES CONSTRUCTION NOTES TRACT NO. TRACT NO. 16167 16167-1 TOTAL 1 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 658 LF 1263 LF 1921 LF 2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 5 EA 6 EA 11 EA 3 CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER 712 LF 1117 LF 1829 LF CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) 24 EA 43 EA 67 EA 4 CONSTRUCT 8" DUCTILE IRON PIPE SEWER MAIN N/A 201 LF 201 LF 6 REMOVE EXISING 8" VCP SEWER AS NECESSARY, CRUSH IN PLACE OR PLUG N/A 53 LF 53 LF AND SLURRY FILL REMAINDER OF 8" VCP SEWER AS DIRECTED IN FIELD 7 INSTALL BACKFLOW CHECK VALVE 5 EA 24 EA 29 EA 8 JOIN EXISTING MANHOLE, RE -CHANNEL BOTTOM AS NECESSARY PER CITY STD. DWG. NO. 114 N/A 1 EA 1 EA 9a -CONSTRUCT SHALLOW MANHOLE PER APWA STD. PLAN 201-0 (SEE SHEET NO. 4) 1 EA 1 EA Ak. EXISTING FIRE HYDRANT - �►aeeee��eeeee► Ak. FIRE HYDRANT - STREET LIGHT 1/2" CENTER LINE — - — —SD— STORM DRAIN W WATER MAIN S SEWER MAIN B PRIVATE ENGINEER'S NOTICE, TO CONTRACTOR INDEX MAP SCALE: 1 "=100' The existence and location of any underground utility pipes or structures shown on these plans were obtained by search of the available records. These locations are approximate and shall be confirmed by the contractor, so that any necessary adjustment can be made in alignment and/or grade of the proposed improvement. the contractor is required to take due precautionary measures to protect any utility lines shown and any other lines shown and any other lines not on record or not shown on these plans. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. ESTIMATE OF QUANTITIES CONSTRUCTION NOTES TRACT NO. TRACT NO. 16167 16167-1 TOTAL 1 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 658 LF 1263 LF 1921 LF 2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 5 EA 6 EA 11 EA 3 CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER 712 LF 1117 LF 1829 LF CITY STD. DWG. NO. 125 (SEE GENERAL NOTE NO. 30) 24 EA 43 EA 67 EA 4 CONSTRUCT 8" DUCTILE IRON PIPE SEWER MAIN N/A 201 LF 201 LF 6 REMOVE EXISING 8" VCP SEWER AS NECESSARY, CRUSH IN PLACE OR PLUG N/A 53 LF 53 LF AND SLURRY FILL REMAINDER OF 8" VCP SEWER AS DIRECTED IN FIELD 7 INSTALL BACKFLOW CHECK VALVE 5 EA 24 EA 29 EA 8 JOIN EXISTING MANHOLE, RE -CHANNEL BOTTOM AS NECESSARY PER CITY STD. DWG. NO. 114 N/A 1 EA 1 EA 9a -CONSTRUCT SHALLOW MANHOLE PER APWA STD. PLAN 201-0 (SEE SHEET NO. 4) 1 EA 1 EA Ak. EXISTING FIRE HYDRANT - EXISTING STREET LIGHT Ak. FIRE HYDRANT - STREET LIGHT 1/2" CENTER LINE — - — —SD— STORM DRAIN W WATER MAIN S SEWER MAIN R/W RIGHT OF WAY PUE PUBLIC UTILITY EASEMENT Sheet 3 M.H.#11 EXIST M.H. OFFSffE W, Ly. & S' LY R/W 5' P.U.E. z to TELEPHONE CATV _ zl POWER 7' STREET LIGHTS Q RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions wh may be incorporated herein as a result M Z 0 Z p`� U) *27'/25' *20'/18' GAS NOTE: SHALLOW CROSSINGS SEWER LATERALS FOR LOTS 22, 23, 24, & 25 SHALL BE INSTALLED AT 2% SLOPE. MAINTAIN 1' MIN CLEARANCE OR PROVIDE PROTECTION AT ALL CROSSINGS. Z M 11 U) w it G *54'/50' LEVEL LINE I STO R M DRAIN ANGLE '� VAL BLE 4AX _ — VICINITY 1MAP N.T.S. 3" MAX SIZE NATIVE SOIL, COMPACTED 95% " 10 MAX. --- N -- 6" MAX SIZE NATIVE - SOIL, COMPACTED 90% 6" MIN. 1MAX FOIUANA 4 -10 MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% *C14 ig 1/2" CRUSHED STONE BEDDING L Cl PER STD. SPECS. + FOR PUBLIC WORKS C1I04 C- 0 rC,gON�SETRUpCpTION2 S�OWN26ELOW(A) 8" VCP �r TYPICAL BEDDING FOR 8' VCP 10' OR DEEPER NOT TO SCALE 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 10" MAX. I 10"6" MIN MIMAX. Y In MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% N 8" VCP TYPICAL BEDDING FOR 8' VCP LESS THAN 10' DEEP NOT TO SCALE TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 - 2"1" in — 3/4" 100 1/2" 90-100 3/8" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADING B *27'/25' *20'/18' 5' WATER 2 MIN V _ J Z �Z o 5' 6' SEWER HOUSE LATERALS DETAIL VERT. 1 "=2' HORIZ. 1"=5' N'LY. & E'LY 7, 5' TELEPHONE CAN STREET LIGHTS — Z (0 _ z POWER Filename: L:\DWG\13402\Sewer\16167\Sht-1.Dwg