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Home My WebLink About4940-1QeMERAu. N07BS 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. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C17Y 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 SHAD. 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-ERODABLE SWAL.ES 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. S rl I YOU DIG / TUU DIU TOLL FREE 1-800-227-2600 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a 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. Cff OF FWAJK LqM NOTMATM WT CITY OF FONTANA AT&T 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 (909) 350-6632 (714) 963-7964 SO. CALIF. GAS COMPANY SPRINT 1981 W. LUGONIA AVE 2592 DUPONT DR REDLANDS, CA 92374 IRVINE, CA 92612 (909) 335-7967 (800) 659-9698 EMERGENCIES: (800) 427-2200 CENTERLINE TIME WARNER CABLE SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR 300 N. PEPPER AVE ONTARIO, CA 91761 RIALTO, CA 92376 (909) 975-3439 909 820-5598 - UNDERGROUND SUNESYS, LLC 909 875-5100 - TRANSMISSION 1325 PICO ST #106 213 637-1233 - PIPELINES CORONA, CA 92881 909 357-6505 - DISTRIBUTION (951) 278-0400 UNDERGROUND SERVICE ALERT (800) 422-4133 FONTANA WATER COMPANY 15966 ARROW BOULEVARD FONTANA, CA 92335 (909) 822-2201 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 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 LMLI7Y 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, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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 THE DESIGN PROFESSIONAL MAU7HOFM CHANUB AI1D 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. REVISION DESCRIPTION DATE I ENGR. I DATE I CITY wt --• • «•IF« - . �. . - • ti • ti • ti • • •• • •• . • ti . . 'l.ti-- CITY OF FONTANA TRACT NO. 18676-1 & 18676 SEWER IMPROVEMENT PLANS ........................ ffim MAP SCALE: 1"=120' �llyl ZZ -1-1 SOILS SOUTHWEST, INC. MOLOY GUPTA, RCE 31708 897 VIA LATA, SUITE N COLTON, CA 92324 PHONE NO. (909) 370-0474 DEVE.00M YH LIME, LLC 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 (909) 291-7600 BASIS OF • BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00-01'12" W OWN& BENC HMAW (SINCE DESTROYED) PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361 RAILROAD SPIKE IN NORTH FACE OF POWER POLE PJRJ LIME INVESTMENTS LLC NO. 1536697E AT THE S.W. CORNER OF SULTANA AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 10370 TRADEMARK STREET RANCHO CUCAMONGA, SITE BENCHNIAW CALIFORNIA 91730SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (909) 291-7600 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED FAX (909) 291-7630 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. AND 131' WEST OF CENTERLINE OF LIME AVENUE. ADJUSTED ELEVATKW 0163 r/%M!, MILLER I AVE w GARFIELD DR Q ADAMS LN .............. z J FOOTHILL BLVD AAMMP N.T.S. ROJECT LOCATION ONSTRUCTION NOTES WANUTES E31 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 1,593 L.F. 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 6 EA. CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER 19450 L.F. CITY STD DWG NO. 2005 (SEE GENERAL NOTE NO. 30) E64 CONSTRUCT BACKWATER CHECK VALVE 17 EA. 5 CONSTRUCT 8" DIP SEWER 197 L.F. CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER 1 EA. CITY STD. DWG. NO. 2001 (D__CONTRACTOR TO CUT AND REMOVE 42" EXISTING STEEL CASING AS NECESSARY 1 F.A. NECESSARY TO CONSTRUCT MANHOLE 3' MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10' MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 90� 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90X �l is 8" VCP/DIP J ' R,' 1 TYPICAL BED= FOR 8' VCP LESS THAN 10' DEP 3" MAX SIZE NATIVE SOIL, COMPACTED 95X 6" MIN. 6" MIN. 10" MAX. 10" MAX. 2" I'_:.... 6" MAX SIZE NATIVE • SOIL, COMPACTED 90% ,/r cRusHEro STONE BEDDING —\ PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 2BELOW (A, SHOWN 8" VCP/DIP oe 0R9F ESS /p%N J. ,q4l `F Y �1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90 ci o a o OIN We •'v IF r' TABLE: 200-1.2(A) SIEVE SIZE SEWER UNE — — 8" S— — EXIST. SEWER LINE 1" WATER MAIN 8" W 100 STORM DRAIN LINE 90-100 _ = FUTURE STORM DRAIN UNE NO.4 EXIST. SEWER MANHOLE Q SEWER MANHOLE — CENTERLINE FIRE HYDRANT STREET LIGHT �— DIRECTION OF FLOW — - - — - - — RIGHT OF WAY MILLER I AVE w GARFIELD DR Q ADAMS LN .............. z J FOOTHILL BLVD AAMMP N.T.S. ROJECT LOCATION ONSTRUCTION NOTES WANUTES E31 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 1,593 L.F. 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 6 EA. CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER 19450 L.F. CITY STD DWG NO. 2005 (SEE GENERAL NOTE NO. 30) E64 CONSTRUCT BACKWATER CHECK VALVE 17 EA. 5 CONSTRUCT 8" DIP SEWER 197 L.F. CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER 1 EA. CITY STD. DWG. NO. 2001 (D__CONTRACTOR TO CUT AND REMOVE 42" EXISTING STEEL CASING AS NECESSARY 1 F.A. NECESSARY TO CONSTRUCT MANHOLE 3' MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 10' MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 90� 6" MIN. 10" MAX. 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90X �l is 8" VCP/DIP J ' R,' 1 TYPICAL BED= FOR 8' VCP LESS THAN 10' DEP 3" MAX SIZE NATIVE SOIL, COMPACTED 95X 6" MIN. 6" MIN. 10" MAX. 10" MAX. 2" I'_:.... 6" MAX SIZE NATIVE • SOIL, COMPACTED 90% ,/r cRusHEro STONE BEDDING —\ PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TABLE 2BELOW (A, SHOWN 8" VCP/DIP oe 0R9F ESS /p%N J. ,q4l `F Y �1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90 ci o a o OIN We •'v IF r' TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 112* - 1" - 314! 100 1 IT 90-100 31f" 20-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST GRADINGI B CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLAN cn �� Z °�"" oe v ` TRACT NO 18676-1 f 18676 SCALE: � No. 36052 m AS NOTED � Exp. 6/30/12 M DESIGNED �BW BY: E SHEET DATE: -17 May, 2012 kp�qTF4�`P CHECKED BY: APP ` 0 _ � � „ � � DRAWING NO.: � Filename: 1:\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\DWG's\FINAL DESIGN\sewer\Phase 1\18676—PHI SEWER 01.dwg