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HomeMy WebLinkAbout3740-1STORM DRAIN IMPROVEMENT PLANS TRACT N0. 15263 CITY OF FONTANA, CALIFORNIA CITY OF FONTANA GENERAL STORM DRAIN PLAN NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARDS 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 DOCUMENT 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 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 WITHING 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 TRENCHIES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATERE THAN FIVE(5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TI THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHIES 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 OBTAINING A SEPERATE 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 OR BENCHMARKS AND CONTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHIOUT 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 OR 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 WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTII, THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OR 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 FINISH 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 UTILITY COMPANIES I � � 246 FF� I 259 F� � 2350 F 34 F 52FF 286 FF 9615 9695 9685 9675 9665 9655 9645 26 4 FF 29 1PAD 230 PA 242FA0 247 PAD 254 PAD 261 PAD 276 FF 8625 (1 )STOFY (1)ST PPY I (1)STORY I (1)STORY I (1 )STOGY I (1)STOR (1)STORY , 9635 279PAD \ 271PAD (1 )STOR (1)STORY 8• Mdi CCNC ax WALL \ w z NOT A PARTOF ❑ - 4yah 6 7 g F-9 10 11 12 I 5 � 13 CASH ON PLACE 14 4 32 1 i 17F 15 .w 16 POPLAR AVENUE cI z SCALE: 1"= 100' Q w J KEY MAP O ' SO. CALIFORNIA GAS COMPANY o ATTN: GREG GASPAR 16231 VALLEY BLVD. (909) 428-8411 w EMERGENCIES E%ISTINC MAN NOL -EM LOCATIIT STA 0+00 CRAWFORD CANYON MUTUAL WATER CO. I ATTN: BILL VANDERKEIFT, JR. AVE. (619) 868-6040 TIES @ TOP, BOTTOM & UNDERGROUND SERVICE ALERT -- 1E• R C P DRAINS TO PARKWAY OUTLET (800) 227-2600 I PACIFIC BELL CO. " ATTN: VIRGINIA BECKER zz 3939 E. CORONADO STREET N ANAHEIM, CA 92807 _ (714) 666-5467 VERIZON ATTN: NANCY NAGEL (909) 350-6632 1980 ORANGE TREE LANE Y REDLANDS, CAL 92374-2803 (909) 748-648 #4 REBAR VERTICAL GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA 91766 (800) 422-43=133 FONTANA WATER CO. ATTN: MICHAEL J. McDRAW 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 5 � 13 CASH ON PLACE 14 4 32 1 i 17F 15 .w 16 POPLAR AVENUE cI z SCALE: 1"= 100' Q w J KEY MAP FRAME Sl VICINITY MAP Ea N.T.S. SHEET 1 - TITLE SHEET SHEET 2 - STORM DRAIN IN ASATON PLACE SHEET 3 - STORM DRAIN IN POPLAR AVENUE SHEET 4 - NON CITY STANDARD PLANS SHEET 5 - NON CITY STANDARD PLANS a CITY OF FONTANA /AVE. RANDALL ATTN: BRIAN WREN a GREVILLEA ST. EQEQ. 24" E . LOCATIIT SAN BERNARDINO AVE. TIES @ TOP, BOTTOM & 27.03 VALLEY " AVE. 10 FRAME Sl VICINITY MAP Ea N.T.S. SHEET 1 - TITLE SHEET SHEET 2 - STORM DRAIN IN ASATON PLACE SHEET 3 - STORM DRAIN IN POPLAR AVENUE SHEET 4 - NON CITY STANDARD PLANS SHEET 5 - NON CITY STANDARD PLANS a 0 REcoev 1JRAwmc, AMC: ALL CF -THF, IMPROVEMEN'T'S SNoWtA HEM09 9XVF BEf_4 COMPL61'E0 114 6" 60" 2" 60" 6" 44 5uBr3TpNT1ALCONf�RMbtaCE W1TH'TE1E�E PLAttrs a a ad a d 1.a264 NILLI Pis � A� cv,-1 S15 Q ,0F ES�ja �Yq �- C4JWtx:)?A, C4.91 -7,44D y� �� �. ECk�F� a d d_j ?gojj�' C9�)5PA-5�4�oA- c� a c a a No. 34587 ic- -0/0 . `7' ED ECefZf ME. V16. %%l Ek. CR-3o->�t1 E /�%1� �4 �n IV1 Al r �r �• ���°`�` SECTION B -B N.T.S. CITY OF FONTANA ATTN: BRIAN WREN EQEQ. 24" E . 8353 SIERRA AVE#4 TIES @ TOP, BOTTOM & 27.03 FONTANA, CA. 92335 MMIDDLE. PROVIDE 24" LAP (NP) _ TOP/M.H. (909) 350-6632 Y 6» #4 REBAR VERTICAL OP OFOX BEYOND) P.L. co m04,O25.33 #4 BARS � 32" O.C. VERT. TOP BOX #5 BARS @ 16" 0/C a.CONSTRUCTION NOTES #5 @ 4" O/C 10" 8" C.M.U. (TYPICAL) EQ. EQ. EA WAY & DIAGONAL Ul CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. - 2 EACH a (TYPODECK SEE DET 7) LAP MIN 32" INTO 6 #4 HORIZ (SEE DET 2) PROVIDE #4 HORIZ 12" @ RETAINING. #5 BARS ® 16" O/C STD PLAN 313-1 CASE B AND DETAIL A (MODIFIED). 6" WALLS BELOW %1C CONON (TYPICAL) O2 CONSTRUCT CURB OPENING CATCH BASIN - 2 EACH Q PER APWA STD. 300-2., W= PER PLAN O3 CONSTRUCT 24" R.C.P. ® S=0.003. - 106 FT.#4 @ 9" 0/C O4 CONSTRUCT TRANSITION STRUCTURE (CONCRETE BOX) PER DETAIL "C" HEREON. - 1 EACH La TRANSVERSE d 2.33 N INIMUM 32 LAP TYP a IEC OS CONSTRUCT 2 PARKWAY DRAINS PER APWA STD. # 151-1. - 1 EACH Nw � MODIFIED PER DETAIL HEREON (SIDE BY SIDE) 0 .. • © CONSTRUCT CONCRETE BOX MANHOLE PER APWA STD# 323-1 - 1 EACH # 5 REBAR © 16" 0/C UNDER PARKWAY DRAIN PER WITH MANHOLE FRAME AND COVER (PRESSURE TYPE) PER APWA A.P.W.A. STANDARD 151-1 STD# 211-1 O7 CONSTRUCT 18" R.C.P. ®S=0.0076 - 30.0 LF SECTION C -C SECTION D -D ® REMOVE EXISTING PLUG AND CONSTRUCT CONCRETE COLLAR - 1 EACH N.T.S. N.T.S. PER APWA STD# 380-3 0 REcoev 1JRAwmc, AMC: ALL CF -THF, IMPROVEMEN'T'S SNoWtA HEM09 9XVF BEf_4 COMPL61'E0 114 6" 60" 2" 60" 6" 44 5uBr3TpNT1ALCONf�RMbtaCE W1TH'TE1E�E PLAttrs a a ad a d 1.a264 NILLI Pis � A� cv,-1 S15 Q ,0F ES�ja �Yq �- C4JWtx:)?A, C4.91 -7,44D y� �� �. ECk�F� a d d_j ?gojj�' C9�)5PA-5�4�oA- c� a c a a No. 34587 ic- -0/0 . `7' ED ECefZf ME. V16. %%l Ek. CR-3o->�t1 E /�%1� �4 �n IV1 Al r �r �• ���°`�` SECTION B -B N.T.S.