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Home My WebLink About2968-7STORM DRAIN GENERAL 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 C 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 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 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 THERE TO 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 CAI -TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SWILL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS SHALL BE DONE BY A REGISTERED CML 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 CLOSURE 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. i 22. A GEOTECHNICAL ENGINEER SWILL 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 WITH 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. 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 STORM DRAIN PIPES IS 1350. #4012" ,BOTH WAYS RIC CONSTRUCT // 12" I ROM ECCENTCONE, REINFORCED MMNIOLE LID, RM1 AND CONCRETE SLAB AS BACKFILL WITH WITH NATIVE SOIL SHOWN 1 r �' IT I II II ------------- MANHOLE SHAFT REMOVAL DETAIL n NO SCALE HIELMAN ENGINEERS 221 S GLASSELL ST ORANGE, CA 92866 (714) 744-9700 FAX (714) 744-9312 BENCHMARK BENCHMARK: 918.40 SPIKE ON POWER POLE #674320E AT INTERSECTION JURUPA AVE AND MULBERRY AVE DSC 0 z z E 26 SD EASEMENT Y` LINE 1 I M 11 27 0 W 12 13 28 29 rn 30 1 31 32 14 33 N 46'10'50" E 15 35 16 / 10 �px ^ 0 m + x 25 18 �. 24 23 22 21 20 19 / z5 CAMELLIA DRIVE 24"SD TEL LINE "A" s"s TOLL FREE 'mmm' 1-800-227-2600 A PUBLIC SERVICE BY L)IDERGROLIND SERVICE ALERT REMOVE TELEPHONE LINE (BY TELEPHONE CO) SEE SEWER PLANS FOR SEWER REMOVAL REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE REcoczD QRPtw1)6 I -H Li M + d 17 VILLAGE DRIVE RECORD DRAWO' 11MARBD BY: ?b 1�► •amino, RCS 2S74Z * *x 221 S. dlastte11e omp, CA .. 9280 (714) Stied OF 0 (714) 744.97% r. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QESS/p� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��o S SH►f� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ; No. 25742 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO d* EV. 12-31-01 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ` 9rF 01vI � Or CALF STANDARDS IN EFFECT. Prepared Under The Supervision Of JENS THIELMANN R.C.E. No. 25742 EXP. DATE ib I NW 8 40' 80' 120' 160' SCALE 1"=40' CONSTRUCTION NOTES 9O CONSTRUCT 36" RCP 1750-D SCONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2. 11 CONSTRUCT CATCH BASIN PER APWA, STD. PLAN 300-2. CONSTRUCT L.D. PER APWA STD. PLAN 313-1, CASE B. CONSTRUCT CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1 24 CONSTRUCT MANHOLE PER APWA STD PLAN 320-1 25 REMOVE 100 LF f 24" RCP STORM DRAIN. PLUG OPENING IN MAINLINE WITH DOUBLE COURSE OF BRICK AND MORTAR. 26 REMOVE MANHOLE SHAFT PER DETAIL SHEET 7 27 REMOVE INTERFERING PORTION OF 72" RCP. CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1. RIM EL=945.27 12/31/01 DRAwN BY: s.z. DESIGNED BY: O JTT Q~ ate : II'� / "��CIMP BY: osi CITY OF FONTANA, CALIFORNIA SOUTHRIDGE VILLAGE SCALE- TRAC/T 16.110 D TE. SHOWN 9-10-2001 VED BY: j DRAwMIG NO.: 7 i D 2968 12 rY ENGINEER R.C.E. 51152 A ,,:14 CURVE TABLE # A R L T A 56°21'45' 90' 88.53' 48.22' B 14'33'44' 395' 100.39' 50.47' C 3°10'12' 1005' 55.6' 27.81' D 43°4429' 1 22.5' 1 17.18' 1 9.03' 28 29 rn 30 1 31 32 14 33 N 46'10'50" E 15 35 16 / 10 �px ^ 0 m + x 25 18 �. 24 23 22 21 20 19 / z5 CAMELLIA DRIVE 24"SD TEL LINE "A" s"s TOLL FREE 'mmm' 1-800-227-2600 A PUBLIC SERVICE BY L)IDERGROLIND SERVICE ALERT REMOVE TELEPHONE LINE (BY TELEPHONE CO) SEE SEWER PLANS FOR SEWER REMOVAL REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE REcoczD QRPtw1)6 I -H Li M + d 17 VILLAGE DRIVE RECORD DRAWO' 11MARBD BY: ?b 1�► •amino, RCS 2S74Z * *x 221 S. dlastte11e omp, CA .. 9280 (714) Stied OF 0 (714) 744.97% r. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QESS/p� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��o S SH►f� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ; No. 25742 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO d* EV. 12-31-01 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ` 9rF 01vI � Or CALF STANDARDS IN EFFECT. Prepared Under The Supervision Of JENS THIELMANN R.C.E. No. 25742 EXP. DATE ib I NW 8 40' 80' 120' 160' SCALE 1"=40' CONSTRUCTION NOTES 9O CONSTRUCT 36" RCP 1750-D SCONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2. 11 CONSTRUCT CATCH BASIN PER APWA, STD. PLAN 300-2. CONSTRUCT L.D. PER APWA STD. PLAN 313-1, CASE B. CONSTRUCT CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1 24 CONSTRUCT MANHOLE PER APWA STD PLAN 320-1 25 REMOVE 100 LF f 24" RCP STORM DRAIN. PLUG OPENING IN MAINLINE WITH DOUBLE COURSE OF BRICK AND MORTAR. 26 REMOVE MANHOLE SHAFT PER DETAIL SHEET 7 27 REMOVE INTERFERING PORTION OF 72" RCP. CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1. RIM EL=945.27 12/31/01 DRAwN BY: s.z. DESIGNED BY: O JTT Q~ ate : II'� / "��CIMP BY: osi CITY OF FONTANA, CALIFORNIA SOUTHRIDGE VILLAGE SCALE- TRAC/T 16.110 D TE. SHOWN 9-10-2001 VED BY: j DRAwMIG NO.: 7 i D 2968 12 rY ENGINEER R.C.E. 51152 A ,,:14