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Home My WebLink About5396-1GENERAL 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. 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 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 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS 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 rHE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR TO 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 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 V.C.P. 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, NCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHAL 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. UNDERGROUND UTILITIES & STRUCTURES: SEWER IMPROVEMENT PLANS 1 :i ETIWANDA ELEMENTARY SCHOOL #13 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN""'"` THESE PLANS WAS 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE - - UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CAUTION: "THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." NOTICE TO CONTRACTOR: UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY ''FUTURE OR PROPOSED" UTILITY HAS BEEN CONSTRUCTED. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL COMPANY METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA 8353 SIERRA AVE 3939 E CORONADO ST 700 NORTH ALAMEDA ST FONTANA, CA 92335 ANAHEIM, CA 92807 P.O. BOX 54153 (909) 350-6632 (714) 666-5500 LOS ANGELES, CA 90054-0153 EA. ATTN: LARRY SIGNAIGO MWD SUBSTRUCTURES JOB NO. 4045-04-002 SOUTHERN CALIFORNIA GAS COMPANY LS ATTN.: JOE MIRONE (951) 776-2664 P.O. BOX 3003, SC8031 ADELPHIA (CABLE TV) EA. REDLANDS, CA 92373-0306 1260 DUPONT STREET 15 ATTN: RICKEY REYES ONTARIO, CA 91761 CONSTRUCT 6.5" MIN AC ON 12" MIN OF 95% COMPACTED NATIVE PER CITY STD. NO. 400. (909) 335-7508 (909) 390-4738 END VERTICAL CURVE (909) 335 7527 (FAX) ATTN: LENS MCDONALD EXIST. EMERGENCIES: (800) 427-2200 FG FINISH GRADE VERIZON SOUTHERN CALIFORNIA EDISON COMPANY SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 1400 E PHILLIPS BLVD 7951 REDWOOD AVE P.O. BOX 1299 549 EAST SIERRA MADRE AVE AZUSA, ONTARIO, CA 91766 FONTANA, CA 92335 CA 91702-1299 (800) 422-4133 ATTN: JAIME AMESZCULA (626) 201-1212 ATTN: STEVE HOOK (909) 357-6581 ATTN.: DAVE JOHNSON LATERAL (909) 820-5598 UNDERGROUND LINEAL FEET WEST VALLEY WATER DISTRICT (909) 820-5137 TRANSMISSIONS L.S. 855 WEST BASELINE (213) 637-1233 PIPELINES MAXIMUM RIALTO, CA 92377 (909) 357-6589 DISTRIBUTION MH (909) 875-1804 (800) 422-4133 NOT TO SCALE ATTN: LON TSAI POINT OF COMPOUND CURVE PI BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DRAWING IS: CL OF LYTLE CREEK ROAD N00'40'22"W 1325.56' BASIS OF BEARING PER MB 309/7-10. BENCH MARK: CITY OF FONTANA BENCHMARK #626, ELEVATION= 1544.9 1', WAS UTILIZED. FD RR SPIKE IN POWER POLE AT THE SOUTHEAST CORNER OF INTERSECTION OF LYTLE CREEK & CURTIS. p 0 DeDrell,0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SECTIONS A -A & B -B, ARE SHOWN ON SHEET 3OF3 5470 LYTLE CREEK CITY OF FONTANA A 6 I 71C s 71 k Us \ -Q 1 --- - - FALCON RIDGE WAY SHEET SHEET INDEX MAP DURING GRADING OPERATIONS WHEN THE COVER OF MWD PIPELINE IS BETWEEN 4 AND 15 FEET, VEHICLES IMPOSING LOADS NO GREATER THAN THAT IMPOSED BY A LOADER CAT 675E SCRAPER MAY OPERATE OVER THE PIPELINES. WHEN THE COVER OVER MWD PIPELINE IS BETWEEN 2Y2 FEET AND 4 FEET, EQUIPMENT SHALL BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN AASHTO H-10 LOADING WHEN THE COVER IS GREATER THAN 2 FEET AND LESS THAN A FEET, EQUIPMENT SHALL BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A CATERPILLAR D4 TRACK -TYPE TRACTOR. WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT SHALL BE USED NOTIFY: MR. JOE MIRONE WATER SYSTEM OPERATIONS GROUP (951) 776-2664 CONTACT AT LEAST TWO WORKING DAYS (MONDAY -THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWD RIGHT OF WAYS. SHOULD CONSTRUCTION OF TI -E REOUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. REV. r ►141111 IIT IAIII N 100' 0' 50' 100' 200' SCALE: 1 " = 100' SEWER CONSTRUCTION NOTES AND QUANTITY ESTIMATE NO. DESCRIPTION QUANTITY UNIT O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 3 335 L. F. O2 CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 2000 & 2001 2 EA. O3 EX. POLE TO BE REMOVED BY OTHERS 1 LS ® INSTALL SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. NO 2004 1 EA. O5 SAWCUT, GRIND AND OVERLAY ASPHALT PER DETAIL 'A' 15 LF. n CONSTRUCT 6.5" MIN AC ON 12" MIN OF 95% COMPACTED NATIVE PER CITY STD. NO. 400. 100/4.06 SF/TON 1 rr+r-Kir"'.. O/• SHEET INDEX: CENTERLINE PROPERTY LINE EXISTING EASEMENT EXISTING CONTOUR PROPOSED RIGHT OF WAY PROPOSED EASEMENT PROPOSED LOTLINE PROPOSED PAD EXISTING SEWER EXISTING RECLAIMED WATER EXISTING WATER EXISTING GAS EXISTING STORM DRAIN EXISTING MANHOLE (SMH, SDMH or EMH) EXISTING FIRE HYDRANT EXISTING VALVE EXISTING STREET LIGHT PROPOSED WATER PROPOSED STORM DRAIN PROPOSED SEWER PROPOSED FIRE WATER PROPOSED RECYCLE WATER DIRECTION FLOW PROPOSED SEWER MANHOLE SHEET DESCRIPTION 1 TITLE SHEETS 2 SEWER PLAN & PROFILE -SS LINE A & B 3 DETAILS AND SECTIONS DUNCAN ABBREVIATIONS: BC BEGIN OF CURVE BVC BEGIN VERTICAL CURVE BOT BOTTOM C/L, CL, CENTER LINE CONC, CONCRETE C & G CURB & GUTTER CLR CLEAR DWY DRIVEWAY E.A., EA EACH EC END OF CURVE ECR END OF CURB RETURN EG EXISTING GROUND EL., ELEV ELEVATION EVC END VERTICAL CURVE EX., EXISTING EXIST. FG FINISH GRADE FH FIRE HYDRANT FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INT, INT. INTERSECTION INV INVERT LAT, LAT. LATERAL L. F., LF LINEAL FEET LP LOW POINT L.S. LUMP SUM MAX. MAXIMUM MIN. MINIMUM MH MANHOLE NTS NOT TO SCALE PCC POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PVI POINT OF VERTICAL INTERSECTION PRC POINT OF REVERSE CURVE P/L, PL, FE PROPERTY LINE PROP. PROPOSED R/W RIGHT OF WAY RW RECYCLED WATER SD STORM DRAIN SF, S. F. SQUARE FEET S, SW, SEWER, SANITARY SEWER SS SDWK SIDEWALK SHT. SHEET SIM, SIMILAR TYP. TYPICAL VC VERTICAL CURVE W, DW WATER, DOMESTIC WATER WVWD WEST VALLEY WATER DISTRICT X-ING CROSSING PROJECT LOCATION N Q VICINITY MAP NOT TO SCALE CITY OF FONTANA, CALIFORNIA Q�pfESS1O FUSCOE SEWER IMPROVEMENT PLANS DRAWN BY: SCALE: v N0. C 047255 m E N 6 1 N E E R 1 N G AS SHOWN oc Exp. 12/31/17 z 2850 Inland Empire Boulevard, Suite B, Ontario, California 91764 ETIWANDA ELEMENTARY SCHOOL #13 tel 909.581.0676 o fax 909.581.0696 o www.fuscoe.com DESIGNED BY: 5470 LY LE CREEK FONTANA, CA 92336 DATE: sr civic �`� JANUARY, 2016 �rF of cA0F°� fi CHECKED BY: AP / DWG. NO.: 1 -22- (P / • Z 7 REVISION DESCRIPTION DATE ENGR. CITY DATE STEVE L. ELLIS R.C.E. 47255 Date CI ENGINEER R.C.E. 51152 DATE: 3