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Home My WebLink About3949-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA SIANDARD PLANS, THE coNTI?Acr PROVISIONS AND THE STANDARD SPECIRCA17ONS FOR PUBLIC WORKS CONSTRUCTION (IGREEN BOOK'). ALL REFERENCE SPECIFICA77ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTR4CT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE IGREEN BOOK" THE CONTR4CTOR SHALL IMMEDIATELY REPORT S41D CONFLICT TO THE CITY ENGINEER FOR Wi�61UTION. J. 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 PERA41TS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPEC77ON 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) J50-7610. 6. THE CONTR,4CTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC ED177ON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER Z IT SHALL BE THE RESPONSIBILITY OF THE CON7R4C7OR TO MAINTAIN BARRICADES, DELINE41ORS OR OTHER TRAFFIC CONTROL DEYICES AT ALL TIMES. 8. THE CONTR,4CTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNM STATE DIVISION OF INDUSTRIAL 5AFETY. 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 S4FETY OF THE STATE OF CALIFORNL4. TRENCHES LESS THAN RVE (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 SEPARATE PERMIT FOR THAT PURPOSE 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORAMTION, 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 CONTR4CTOR SHALL CONTRACT 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, STORY 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 ANN VALVES WITHOUT APPROPRMTE AGENCY AUTHORIZATION. CONTR4CTOR SHALL COORDINATE WITH THE APPROPRATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STA770NING REFERS TO THE CENTERLINE OF STORY 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 GR64DES. THE CONTR4CTOR SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSTRUCTION CONTROL SrAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. IZ 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 CONIR4CTOR 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 CONIR4CTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 77MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTR4CTOR SHALL PROVIDE AND ANNTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTR4CTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADUACENT 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 84CKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT POR77ON OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23 CARE SHOULD BE TAKEN TO PREVENT GfiADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE C17Y ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LE4VING 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 ENO OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CON7R4CfOR 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. 2Z IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CON7R4CfOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDMTELY, 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 OR STREETS. JO. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. J1. ALL MANHOLES, CLEWOUT FAAMES, COVERS AND VALVE BOXES SHALL BE R41SED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. J2. UPON COMPLETION OF CONSTRUCTION, CONlR,4CTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER IR4FFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEERING. 33. AS-BULIT DR4WINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. J4. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE /NCREASED TO PRO WDE A MINIMUM OF 1- 112 - OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STENGTH IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING JO FEET PER SECOND. DIAL ,35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. BEFORE YOU DIG J6. ADVANCE CONSTRUCTION SIGNING INDICA77NG DUfiATlON OF PROJECT SHALL BE IN TOLL FREE PLACE ONE WEEK PRIOR- --10 IMPLEMENTING DETOURS A PLIBUC SERMCE Uo Wo Do CONSTRUCTION NO TO: NOTIFY MR. JOE UIRONE OF M.WD.S WATER SYSTEM OPERATIONS GROUP, TELEPHONE (951)776-2664, AT LEAST IWO (2) WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE VICINITY OF MWDS FACILITIES AND RIGHT-OF-WAY EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, WITH A MINIMUM 4 CEET OF COVER, DURING CONSTRUCRON, WITH A MINIMUM 5 rEET OF COVER, EQUIPMENT IMPOSING LOADS NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 6668 SOR4PER MAY OPERATE OVER THE PIPELINE, PROVIDED THE GROUND IS AMNIAINED IN A SMOOTH CONDITION ON BOTH SIDES OF IHE PIPELINE. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBA41TTED FOR /W. W, 0. 'IS REVIEW AND APPROVAL A T LEAST JO DA Y5 PRIOR TO CONSTRUCTION. 4. ALL M.WD.S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR TO ANY CONSTRUCTION WORK. WHEN A MANHOLE OR OTHER M.W.D. FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. 5 THE FOLLOWING LOADING RESTRICTIONS APPLY RIAL TO PIPELINES THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY MODE WITHIN JO FEET OF THE CENTERLINE OF THE PIPELINE WHEN THE COVER IS A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPERATE OVER THE RMLT0 PIPELINE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. EXCEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A MINIMUM OF 5 FEET AND NO GREATER THAN SHOWN ON THE FOLLOWING TABLE, AND WHEN THE GROUND IS ANNTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCR4PERS MAY OPERATE OVER THE RIALTO PIPELINE BETWEEN THE STATIONS SHOWN ON IHE IABLE BELOW. RIALTO PIPELINE STATIONS MAX COVER 0 T Y Z UNI T. SHEE T INDEX ALLOWABLE LOAO FROM TO FEET OF 5 TITLE SHEET LF 2 J648+00 J648+55 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J648+55 J649+99 14 ALL USTEO EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J649+99 J650+47 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J650+47 J652+6J 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J652+63 J660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J660+79 J662+41 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS 3662+41 J66J+00' 10 ALL LISTED EQUIPMENT EXCEPT CAT 6JIE SCRAPER WITH MINIMUM COVER RESTRICTIONS J66J+00 J677+0_1 23 IIALL I USTEO EQUIPMENT WITH MINIMUM COVER RESTRICRONS EQUIPMENT THAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST NOT BE OPERMTED WITHIN 20 FEET OF THE EXiSTING MANHOLES STRUCTURES AND BETWEEN STATIONS J662+15 AND J662+50. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTAM SBC ME7ROPOUTAN WATER OISIRICT ATTN: BRIAN WREN AT7N.- JAMES ZIELINSKI WATER SYSTEA4 OPERA77ON GROUP 8353 SIERRM AVENUE 1265 N. VAN BUREN S7REET A T7N.- JOE 1141RONE FONTANA, C4 92335 SUI 7E 180 (909) 776-2664 to Q) -4'5n_R'R.3!q SA GRANDE A VENUE Q) Lo ANAHEIM, CA 9280 SO. CALIFORN14 GAS COMPANY (714) 666-5415 a4 �Yi At ATTN: JACK JARVIS LEY 16231 VALLEY BLVD. T, ADELPHL4 (CABLE TV) FONTANA, CA. 92335 -w-* - wn' ATTN: JACK HAYES AIFTN. AVE JOHNSON (909) 428-8411 EMERGENCIES: (800) 427-2200 1205 DUPONT AVENUE -549 EAST simm MADRE AVENUE ONTARIO, C4. 91761 AZUS4, CA. 91702-1299 SO. CAUFORNM EDISON COMPANY (909) J,90-4738 P. 0. BOX 1299 7951 REDWOOD AVE. (909) 969-7911 FONTANA, CA. 92JJ5 VERIZON (P09 820-5598 - UNDERGROUND ATIN.- STEVE HOCK wEsr VALLEY WATER DISTRICT GRANULAR BEDDING FROM NSMISSIONS ,pO 875-5100 - TRA SELECFED 7RENCH SIDE (j? 1 637-12JJ - PIPELINES 1400 E. PHILLIPS BLVD. ATTN: LON TS41 MA TERIA L (I - MAX SIZE). (90 357-62JJ - DISTRIBUTION POMONA, CA. 91766 855 W. BASELINE ROAD Intin) 'I'a _.-v7-7 -7 f1wiLm", twi 7z%j III GMAWtUlYU GAMUN MUMAL WAILK W. 6" MIN. ATTN: BASIL J. FABRIZ10 FONTANA WATER COMPANY (909) 463-9580 6 " " MIN� 'j MAX 8'j MA ATTN: MICHAEL J. McGRAW WEST S4N BERNARDINO WA TER 8440 NUEVO AVENUE N UNDFRGROUND SERVICE ALERT FONTANA, CA 92335 (800) 422-41,33 TEL: (909) 822-2201 Q_ FAX: (909) 823-5046 N 1: 1 St OPE OR FLATTER OR A DEQUA TE SHORING YUTUR.0 SCHOOL SITE SH T. 2 Wo - LA T. "83- 12 w If VICINI T Y hfA P N. r. S. APJ\l 0230-141-32 LA T. "83- 14 slit ul w - 1 11 ;7FA4zjl LA T. I Wj- Ur % __l; w vv w i i li i - L - - - - - - - - - 5t� L lAr 07 -fl' A T. �flu- 13 M. 17434 1 1 44 4 5 1 6 1 7 1 8 9 1 10 1 11 12 1 13 14 15 ,YIST. LINE '18-3 (P&�' 0 WG. 3710) t INDEX MA P TOP OF STRUCTURAL SCALE- 1 100 PA VEMEN T SUBGRA DE 9OZ COMPACTED NA 77 VE BA CKF7L L 6" MAX. SIZE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS17NG UTIL177ES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRMWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LLABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DAAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING S4FETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORUAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LL481LITY, REAL OR ALLEGED, IN CONNECTION WITH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTR4CTOR TO N077FY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK XEANS ACCfPlAAACE OF CON0117ONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTR4CTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. 95M COMPA C 7'EO NA 77 VE BA CKF7L L J " MAX. SIZE m STORM DRAIN PIPE ZGRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREA TER IN DEPTH USE 112" CRUSHED STONE BEDDING. TRENCH DETAIL NO TES: NOT TO SCALE 1. 7RENCH W077-1 SHALL BE CONTROLLED 4. COMPACRON SHALL BE 90Z IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERMSE SPECIFIED 2. TRENCH DEPTHS OF GREA TER 77 -IAN 5' TRENCH STABILITY SHALL CONFORM SHA L L HAVE A DEQUA TE SHORING. TO CAL -OSHA REQUIREMENTS. J. CLASS // AGG.BASE ALL TRENCHES LESS 77 -IAN 100' IN LENGTH. OWYiLRIDEVELOPER: NORTH FONTANA INVESTMENT COMPANY, LLC` 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91785-0670 P. 0. BOX 670 PHONE: (909) 985-0971 0 Q z ON, .%Z7 m CONSTRUCTION NO 0 T Y Z UNI T. SHEE T INDEX SHEET 558 DESCRIPTION 1 OF 5 TITLE SHEET LF 2 OF 5 LINE 83 STA. 37+06.85 rO 46+50 J OF 5 LINE BJ STA. 46+5o rO 49+25.56 4 OF 5 DETAILS LF 5 OF 5 DETAILS EA Q) Lo ANAHEIM, CA 9280 SO. CALIFORN14 GAS COMPANY (714) 666-5415 a4 �Yi At ATTN: JACK JARVIS LEY 16231 VALLEY BLVD. T, ADELPHL4 (CABLE TV) FONTANA, CA. 92335 -w-* - wn' ATTN: JACK HAYES AIFTN. AVE JOHNSON (909) 428-8411 EMERGENCIES: (800) 427-2200 1205 DUPONT AVENUE -549 EAST simm MADRE AVENUE ONTARIO, C4. 91761 AZUS4, CA. 91702-1299 SO. CAUFORNM EDISON COMPANY (909) J,90-4738 P. 0. BOX 1299 7951 REDWOOD AVE. (909) 969-7911 FONTANA, CA. 92JJ5 VERIZON (P09 820-5598 - UNDERGROUND ATIN.- STEVE HOCK wEsr VALLEY WATER DISTRICT GRANULAR BEDDING FROM NSMISSIONS ,pO 875-5100 - TRA SELECFED 7RENCH SIDE (j? 1 637-12JJ - PIPELINES 1400 E. PHILLIPS BLVD. ATTN: LON TS41 MA TERIA L (I - MAX SIZE). (90 357-62JJ - DISTRIBUTION POMONA, CA. 91766 855 W. BASELINE ROAD Intin) 'I'a _.-v7-7 -7 f1wiLm", twi 7z%j III GMAWtUlYU GAMUN MUMAL WAILK W. 6" MIN. ATTN: BASIL J. FABRIZ10 FONTANA WATER COMPANY (909) 463-9580 6 " " MIN� 'j MAX 8'j MA ATTN: MICHAEL J. McGRAW WEST S4N BERNARDINO WA TER 8440 NUEVO AVENUE N UNDFRGROUND SERVICE ALERT FONTANA, CA 92335 (800) 422-41,33 TEL: (909) 822-2201 Q_ FAX: (909) 823-5046 N 1: 1 St OPE OR FLATTER OR A DEQUA TE SHORING YUTUR.0 SCHOOL SITE SH T. 2 Wo - LA T. "83- 12 w If VICINI T Y hfA P N. r. S. APJ\l 0230-141-32 LA T. "83- 14 slit ul w - 1 11 ;7FA4zjl LA T. I Wj- Ur % __l; w vv w i i li i - L - - - - - - - - - 5t� L lAr 07 -fl' A T. �flu- 13 M. 17434 1 1 44 4 5 1 6 1 7 1 8 9 1 10 1 11 12 1 13 14 15 ,YIST. LINE '18-3 (P&�' 0 WG. 3710) t INDEX MA P TOP OF STRUCTURAL SCALE- 1 100 PA VEMEN T SUBGRA DE 9OZ COMPACTED NA 77 VE BA CKF7L L 6" MAX. SIZE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS17NG UTIL177ES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRMWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LLABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DAAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING S4FETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORUAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LL481LITY, REAL OR ALLEGED, IN CONNECTION WITH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTR4CTOR TO N077FY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK XEANS ACCfPlAAACE OF CON0117ONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTR4CTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. 95M COMPA C 7'EO NA 77 VE BA CKF7L L J " MAX. SIZE m STORM DRAIN PIPE ZGRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREA TER IN DEPTH USE 112" CRUSHED STONE BEDDING. TRENCH DETAIL NO TES: NOT TO SCALE 1. 7RENCH W077-1 SHALL BE CONTROLLED 4. COMPACRON SHALL BE 90Z IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERMSE SPECIFIED 2. TRENCH DEPTHS OF GREA TER 77 -IAN 5' TRENCH STABILITY SHALL CONFORM SHA L L HAVE A DEQUA TE SHORING. TO CAL -OSHA REQUIREMENTS. J. CLASS // AGG.BASE ALL TRENCHES LESS 77 -IAN 100' IN LENGTH. OWYiLRIDEVELOPER: NORTH FONTANA INVESTMENT COMPANY, LLC` 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91785-0670 P. 0. BOX 670 PHONE: (909) 985-0971 0 Q z ON, .%Z7 m LEGEND A. C. CONSTRUCTION NO 0 T Y Z UNI T. BEGIN CUR VE CONSTRUCT 78" R.C.P. STORY DRAIN (D LOAD SHOWN OWPLAN). 558 LF BACK SIDEWALK CONSTRUCT 72" R.C.P. STORY DRAIN (D LOAD SHOWN ON PLAN). 634 LF CEN TERLINE CONSTRUCT 48" R.C.P. STORY DRAIN (D LOAD SHOWN ON PLAN). 110 LF EDGE PA VEMEN T CONSTRUCT 24" R.C.P. STORY DRAIN (D LOAD SHOWN ON PLAN). 76 LF END VER 77CA L CUR VE CONSTRUCT 18" R.C.P. STORY DRAIN (D LOAD SHOWN ON PLAN). 2J LF FINISH SURFA CE CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. (W SHOWN ON PLAN) 2 EA HIGH Pow r PER DEIAIL SHOWN ON SHT. 5. IN vER r 0. C. ON CURVE CONSTRUCT M.H. PER A.P.W.A. STD. PLAN J20-1 PER DETAIL SHOWN ON SHT. 4. J EA (Z�- CONSTRUCT TS. PER A.P.W.A. STD. PLAN J40-1 PER DETAIL SHOWN ON SHT 4. 1 EA CONSTRUCTII.I.S. CASE 1 PFR A.P.W.A. STD. PLAN JJ2-1 PER DETAIL SHOWN ON SHT. 4. J EA CONSTRUCT P.C.C. COLLAR PER A.P.WA. STD. PLAN .380-2 PER DETAIL 4 EA SHOWN ON SHT. 5. CONSTRUCT PIPE CLOSURE TYPE "A' PER SBCFCD STD. SP 176, DETAIL 2 E4 SHO WN ON SH T. 5. CONSTRUCT INLET STRUCTURE TYPE V PER OCEYA STO. PLAN IJ05 PER DETAIL SHOWN I EA ON SHT. 4 AND MODIFIED TYPE V INLET DETAIL 5A SHOWN ON SHT. 5. LEGEND A. C. A SPHAL 77C CONCRETE B. C. BEGIN CUR VE a. VIC. BEG. VER77CAL CURVE a. W. BACK SIDEWALK C. 8. CATCH BASIN C. L. CEN TERLINE E. C. ENDCURVE E.P. EDGE PA VEMEN T E. G. EDGE GRADE E. V C. END VER 77CA L CUR VE FL. FLOW LINE F. S. FINISH SURFA CE G.B. GRADE BREAK H.P. HIGH Pow r /NV IN vER r 0. C. ON CURVE ��&- C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WAY TAN. TANGEN T T. C. TOP OF CURB W WO TH v VERRICAL DEPTH (5,9 a 7 7) INDICA TES EXIS77NG ELEVA 77ON 590.77 INDICATES PROPOSED EL EVA RON INDICA TES SLOPE 2: 1 A C PA VEMEN T REA40VAL GRIND EDGE OF PA VEMEN T 9 -0 0- Z Q :iE i 21 "A JA12d-2G5fttorm\SD0l.dwa. 4/12/2008 3:40:59 PM. Gerry. Gerry