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Home My WebLink About3376-1CONSTRUCTION NOTES Qi CONSTRUCT 24" DIAMETER R.C.R, D -LOAD PER PROFILE Q CONSTRUCT 30" DIAMETER R.C.P., D -LOAD PER PROFILE �3 CONSTRUCT 36" DIAMETER R.C.P., D -LOAD PER PROFILE Q CONSTRUCT 48" DIAMETER R.C.P., O -LOAD PER PROFILE Q CONSTRUCT CONC. CATCH BASIN PER APWA STD. PLAN 300-2. ® REMOVE EXIST. 36" CMP / 24"RCP / 18" CMP �D REMOVE EXIST. CONC. HEADWALL ® CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 322-1. Q CONSTRUCT JUNCTION STRUCTURE PER APWA STD. 335-1 CASE 3. 10 CONSTRUCT DOUBLE BRICK & MORTAR PLUG PER DETAIL SHT. 5. 11 REMOVE EXIST. CONC, C.B. 12 CONST. REINFORCED CONC. COLLAR PER APWA STD. 380-3. * QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY AND ARE PROVIDED TO ASSIST THE CITY IN DETERMINING FEE & BOND AMOUNTS ONLY, THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO START OF CONSTRUCTION. 3/4:1 SLOPE OR GREATER OR ADEQUATE SHORING 90% COMPACTED GRANULAR BEDDING FROM NATIVE BACKFILL SELECTED TRENCH SIDE 3" MAX. SIZE MATERIAL (1" MAX. SIZE). NOTES 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS R AGGREGATE BASE ALL TRENCHES LESS THAN 100' IN LENGTH. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. THRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. OUANTITIES STORM DRAIN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING. TRENCH DETAIL NO SCALE BASIS OF BEARINGS THE BEARING OF N 89'58'10" W FOR THE CENTERLINE OF FOXWORTH STREET, AS SHOWN ON A MAP OF TRACT NO. 14293, RECORDED IN BOOK 255, PAGES 94-98, INCLUSIVE, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 300 NAIL IN POWER POLE (NO NUMBER), SOUTHWEST CORNER OF BEECH AND FOOTHILL BLVD., DATED SEPTEMBER 1967. ELEV. = 1267.$4 PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE/ SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, 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. 9 MAW -11 :14 U ' FIRM: raeb engineering, inc. ADDRESS: 310 S. MAPLE ST., STE, D CORONA, C 880 TELEPHONE: jq09) 272 10 2 FAX: (909) 272-0166 29616 p RE RCE ATE QROf E SS101V '4', �-P N0. 29616 Exp. 3/31/07 fit F �F CA1-�E4 242 LF 351 LF 393 LF 52 LF 8 EA 1 LS 1 LS. 3 EA 2 EA. 1 LS. 1 LS 2 EA --il - tI_ CITY OF FONT,,_4.._,k..w4 I 0 Z U TOLL FREE 1-900-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV .l LEGEND 713 SEWER LINE � , SEWER LINE PER 71 OTHER SHEET ---- ---EX S- - EXIST. SEWER LINE F. STORM DRAIN LINE EX WATER LINE - -EX W- ---- EXIST. WATER LINE SD SEWER MANHOLE W DIRECTION OF FLOW - - RIGHT OF WAY ,& - 1/21 ,/i ,/i EDGE OF PAVEMENT - CENTERLINE INT. WATER VALVE ♦- FIRE HYDRANT SITE STREET LIGHT 1440 PHILLIPS BLVD. HANDICAPPED ACCESS RAMP REMOVE EXIST. IMPTS. I ONTARIO, CA 91766 CONCRETE IMPROVEMENTS TOLL FREE 1-900-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV .l Jf 713 JJ � , C 69 71 1D BC BEGIN CURVE EC END CURVE CL CENTERLINE F.L. FLOWLINE GUTTER F.S. FINISHED SURFACE F. FINISHED DIRT EX EXISTING S SEWERLINE SD STORM DRAIN LINE W WATERLINE ST STREET STATION 10+00.00 SEWER STATION MH MANHOLE INT. INTERSECTION R/W RIGHT OF WAY REVISION DESCRIPTION NORTH 100 0 100 200 SCALE 1" = 100' INDEX MAP XDENOTES SEE SHEET NO. CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SOUTHERN CALIFORNIA GAS COMPANY ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVE. REDLANOS, CA. 92374 (909) 335-7547 EMERGENCIES: (800) 427-2200 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED WROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENCNEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. GENERAL. NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROV 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, 8. 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. 9. 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. 14. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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. 12, 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. 13, 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. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 22. 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. 23, 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. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND' FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. 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. 27, IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT NTH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28, NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM 1-1/2" COVER OVER THE REINFORCING STEEL WHEN DESIGN VELOCITIES EXCEED 20 FPS. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE FC' -5000 PSI FOR VELOCITIES EXCEEDING 20 FPS AND FC'=6000 PSI FOR VELOCITIES EXCEEDING 30 FPS. UTILITY NOTIFICATIONS NORTH SOUTHERN CALIFORNIA EDISON COMPANY COMCAST (CABLE TV) FONTANA WATER COMPANY BASELINE 300 N. PEPPER STREET ATTN: JACK HAYES ATTN: MICHAEL J. MCGRAW RIALTO, CA 92376 1205 DUPONT AVE. 8440 NUEVO AVE. y Q 909) 820-5598 -- UNDERGROUND ONTARIO, CA 91761 FONTANA, CA. 92235 (949) 822-2201 40 909 875-5100 -- TRANSMISSION (909) 390-4738 FAX (909) 823-5046 �`' 213) 637-1233 -- PIPELINES OJEC PACIFIC BELL CO. GENERAL TELEPHONE CO. ATTN: STEVE HOCK CRAWFORD CANYON MUTUAL WATER CO. SITE ATTN: VIRGINIA BECKER 1440 PHILLIPS BLVD. ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 3939 E. CORONADO STREET I ONTARIO, CA 91766 F THI L ANAHEIM, CA 92807 (840) 422-4133 UNDERGROUND SERVICE ALERT (714) 666-5467 (800) 422-4133 VICINITY MAP NOT TO SCALE Prepared Under The Supervision Of : I CITY OF FONTANA, CALIFORNIA """"„ ",. STORM DRAIN PLAN - TRACT 16250 SCALE; 1" = 100' DESIGNED BY: TLE EDATE: TIET SEPTEMBER 17, 2003 Date CHECKED BY: RO BY: DRAWING NO.: 1 CITJ ENGINEER R. C' E. 51152 DA fE:•®� 3376