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Home My WebLink About5697-19 0 00 0 N 0 0 CL S ii N0/FS 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 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 NON-ERODABLE 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. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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. CITY OF R)NTANAr UTILITY NOTIFICATION LIST 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 TIME WARNER CABLE SO. CALIF. EDITON 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 1106 213 637-1233 - PIPELINES CORONA, CA 92881 909 357-6505 - DISTRIBUTION (951) 278-0400 FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT 15966 ARROW BOULEVARD (800) 422-4133 FONTANA, CA 92335 (909) 822-2201 DEMOPER SOILS ENGINEER GRAND PACIFIC COMMUNITIES, CORP SOILS SOUTHWEST, INC. 100 N. BARRANCA AVE., SUITE 950 897 VIA LATA, SUITE "N" WEST COVINA, CA 91791 COLTON, CA 92324 (626) 858-8666 TEL (909) 370-0474 FAX (909) 370-3156 PRIVATE ENGINEERS NOTICE TO CONTRACTOR: 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 UTILITY 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.. UNAUTHORIZED CHANGES AND 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. CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ALLARD ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. HOWEVER, IF ANOTHER ENGINEERING AND/01? SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING INC. HAD PERFORMED THE STAKING WORK. CITY OF FONTANA TRACT NO.18981 SEWER IMPROVEMENT PLANS SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 MICHIGAN PLACE & MUIRFIELD LANE SHEET 3 PENNSYLVANIA AVENUE SHEET 4. PITZER STREET SHEET 5 NOTEE DAME STREET SHEET 6 GEORGETOWN WAY SHEET 7 BROWN COURT & TAFT COURT NO CONTRACTOR AND SURVEYOR TO VERIFY SEWER LATERAL LOCATIONS. FLATTEN SEWER LATERALS TO AVOID STORM DRAIN CONFLICT. INDEX MAP SCALE: 1 "=150' SEWER MAIN STREET 5' SUMMIT AVE FONTMA a M Ir I nso •A t' s ■ • . • • 0 . , s i CONSTRUCTION NOW.ESTIMATED QUANTITIES 1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAID 4,865 LF 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE 15 EA PER CITY STD. DWG. NO. 2001 CONSTRUCT 4' V.C.P. SEWER LATERAL & HOUSE 4,119 LF 3F CLEANOUT PER CITY STD. DWG. NO 2005 4 CONSTRUCT BACKWATER CHECK VALVE 29 EA 5 REPAIR TRENCH PER CITY STD. 1008 250 LF 6 INSTALL 8" SEWER PLUG 1 EA 7 CONSTRUCT 8" D.I.P. SEWER MAIN 159 LF 8 CONSTRUCT 60" PRECAST CONCRETE MANHOLE 1 EA PER CITY STD. DWG. NO. 2001 3' MAX SIZE NATIVE LEGEND SOIL, COMPACTED 95% 6" MIN. 6" MIN. SEWER LINE 10" MAX, 10" MAX. — — — S — — — EXIST. SEWER LINE g WATER MAIN 6" MAX SIZE NATIVE � N j n: W SOIL, COMPACTED 907 mt } STORM DRAIN LINE 1 MAX. SIZE SELECTED FUTURE STORM DRAIN LINE NATIVE BEDDING COMPACTED TO 907 EXIST. SEWER MANHOLE SEWER MANHOLE CN - - CENTERLINE ur FIRE HYDRANT CV 6 n a. CS z-- STREET LIGHT -■�� i DIRECTION OF FLOWpµ RIGHT OF WAY 8" VCP/DIP �- - - -- TYPIC4 BEDDING FOR r VCP USS THAN 10' DEEP NTS I. 6" ► i 4 ° PCC CONCRETE ® ° CONCRETE ENOA.SR ENT fOR r VCP 6 WATER z STORM DRAIN v 50 lk�BOTTOM OF WATER PIPE O.D. ELEV. PROPOSED STORM DRAIN BOTTOM OF STORM DRAI 4" LATERAL ' PIPE ELEV. TOP OF SEWER LATERAL PIPE ELEV S=0.0200 - — - ® �-<�i22.5' ENGR. DATE CITY DATE BASIS OF BEARINGS:SHOULD CONSTRUCTION OF REQUIRED Prepared For: THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF IMPROVEMENTS NOT COMMENCE WITHIN CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/13-15. TWO YEARS OF THE DATE OF APPROVAL BEING:. N00' 16'44"W SHOWN HEREON AND CARRIED FORTH IN A GRAND PACIFIC COMMUNITIES, CORP 100 N. BARRANCA AVE., SUITE 950 BENCH", DILIGENT MANNER, THE CITY WEST COVINA, CA ENGINEER MAY 91791 CALTRANS BENCHMARK NO. 8-17 REQUIRE REVISIONS TO THE PLANS TO (626) 858-8666 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0_ HIGHLAND AVENUE, 0.2 MI W/0 SAN SEVAlNE ROAD, IN SOUTH BRING THEM INTO CON�CE CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVENUE FROM SIERRA AVENUE EL=1428.609 DOI NOT TO SCALE 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 6" MIN. 10" MAx. ( o MAX. 6" MAX SIZE NATIVE SOIL, COMPACTED 907 I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 9070 1/2" CRUSHED STONE BEDDING, PER STD SPECS ci N FOR PUBLIC WORKS + . _ `a € , �� CONSTRUCTION TABLE 200-1.2(A) ' _ �'�.,k�# �,``` � SHOWN BELOW 8" VCP/DIP TYPICAL BEDDING FOR r VCP 10' OR DEEPER NIS Prepared By: Q�®FEssf®� ALLARD ENGINEERING e<<\ Civil Engineering - Land Surveying - Land Planning DRAWN BY: 16866 Seville Avenue ® z HMG/DBW Fontana, California 92335 ca N®' 3f>052 � rri DESIGNED BY: DBW/HMG (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18 e s� e�' -C. - 2 . J 6, -y�F ®C t V 1 L\�a�� CHECKED BY: -Ra and J. Allard, R.C.E. 360 2 Date F CAI- RJA (expires 6/30/2018) . er � o 1111aue 200J11100=11LO 11 SEWER IMPROVEMENT PLANS TRACT NO. 18981 TITLE SHEET CITY )ATE: 7 %Z� R.C.E. 51152 SCALE: AS NOTED DATE: July, 2018 DRAWING NO.: 1 5697 7 Filename: 1:\Grand Pacific Communities - 339\1708981 Citrus and Curtis\DWG's\FINAL DESIGN\SEWER\SEWER PLAN TR 18981 SHT 1.dwg