Loading...
HomeMy WebLinkAbout3174-4GRADING GENERAL NOTES (CONT.) C,I*tv of Ftan a 1. ALL WOH'l SHALL BE DCNtE' IN ACGY,FdDANGE WITH THE 2001 EDITION OF THE UNIFORM BUILDING CODE CHAPTER 3S AND THE PRELIMINARY GEOTECII'VICAL INVESTIGATION PREPARED BY JOHW R. BYERLY, INC. DATED AUGUST 24,2001. ALL COVSTRUCTION MATERIALS AND NOWMANlSHIP SHALL COWOM TO THE STANDARD 40. ThE CON7R,4CT09 SHALL CONTROL DUST IN AREAS USED FOR OFF-ROAD SPECIFICATIONS FOR PUBLIC WORKS WOWS CONSTRUCTIONS (APWA GREEN BO GK4 PAWING, MATERIALS LAYDOWN 09 THOSE AWAITING FUTURE CONSTRUCTION. LATEST EDITION ANO AMENDMENTS THERETO. W,ENEVEA SPECIAL REQUIREMENTS FREQUENTLY ACCESSED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO CONFLICT ON ANY SUBJECT MATTER THE ENGINEER OF RECORD ANO OR HIS MINIMIZE DIRT TR4(3K0UT TO THE PL45-IC RIGHT OF WAY. �'/ON NOTES REPRESENTATIVE WILL GETEAIMIhE WHICH SPECIAL REQUIREMENT AACIOR CODE WILL GOVERN. GRADING CONSMUCII 41. THIS CpVRACTOR SHALL 6E RESPONSIBLE FOR THE FOLLOWING MEASURES.' JACK BULIK PARK 2. THE CONTAACT09 SHALL BE RE)OGNI51BLE FOR THE CLEARING AND DISPOSAL OF THE PROPOSED WORK AREA. A. CESSATION OF ACTIVITIES DU9ING A STAGE -2 SMOG EPISODE. CALL 1-800-242-4022 FOR THE DAILY SMOG FORECAST.(� CONSTRUCT 4.5" AC (C2-AR4000) OVER COMPACTED NATIVE MATERIAL, ----------55,400 SF 3. DUST 57IALL BE CONTROLLED BY WATERING 09 OTHER APPROVED METHODS (D SECTION. FINAL PAVING SECTION TO BE DETEAMINED BY 'RR" IN ACCORDANCE WITH CITY, CDUVTY, ANO STATE ORDINANCES Alto STATUTES. B. TRUCK ROUTES AND SCHEDULES FOR THE RECEIPT OF MATERIALS SHALL BE VALUE TEST UPON COMPLETION OF GRADING OPERATION, T.I. = 5.5. COORDINATED WITH ThE CITY. 4. lVO FILL SHALL BE PEALED GW THE EXISTING GROUND CNTIL THE GRLXMd? HAS BEEN O CONSTRUCT CLAY INFIELD SECTION PER LANDSCAPE ARCH. SPECIFICATIONS. ------ 38,000 SF CLEARED OF WEE7JS DEBRIS TOPSOIL, DELETERIOUS MATERIAL AND SCARIFIED C. WHERE FEASIBLE,- ON --ROAD VEHICLES AND OFF-ROAD EQUIPMENT SHALL BE PER THE PROSECT SPECIFICATIONS. TURNED OFF AAA? SU19SEQUaENTLY RESTARTED IF THE ANTICIPATED OGRATIOV O CONSTRUCT RUBBERIZED SUTAFACE PER ARCHITECTS PLANS AND SPECIFICATIONS. ------ N/A OF IDLING IS EXPECTED TO EXCEED FIVE (5) MIAAITES. 5. CUT AND FILL SLOPES 57/ALL BE NO STEEPER THAN TWO HORIZONTAL TO FILBERT S %. O 2% CONSTRUCT PCC CROS �LLFE PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS, --35,440 SF OtE VERTICAL. 42. ALL GRADING OPERATIONS SHALL CEASE DURING PERIODS OF HIGH WINDS (25 MPH OR GREATER)• SITE SHALL BE KEPT CONTIUOUISLY WATERED DL9IAG PER100S 6. FILLS SHALL BE COMPACTED THRCKIGHOUT TO 90% OF THE MAXIMUM OF HIGH WINDS TO PREVENT BLOWING DUST. O CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL 'C" SHEET C-2. ------------------• 640 LF DENSITY AS DETERMINED BY ASTM 01557-91 MODIFIED CERTIFIED BY THE GEOTECHNICAL ENGINEER. 44. THE CONTRACTCR SHALL UTILIZE MEASURES TO PREVENT DIRT FROM BEING O CONSTRUCT 18" MOW STRIP PER LANDSCAPE ARCHITECTS SPECIFICATIONS. ----------------- N/A TRACKED WASHED BLOWN OR OTHERWISE COVVEYED ONTO PAVED(I-'� • J O 7. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY ROADWAYS, AND WILL WASH O9 SWEEP CONSTRUCTION ACCESS POINTS ON 7 CONSTRUCT 6" PCC CUrtiIB ONLY PER CITY OF FONTANA STD. 1003. --------------- 2,400 LF ThE GEOTECHNICAL ENGINEER AND OR HIS REPRESENTATIVE PRIOR TO A ROUTINE BASIS OV A FREQUENTLY SPECIFIED BY THE CITY ATA�• PLACING OF FILL. PREGRADE AEFTING AS WELL AS WHENEVER DIRT IS VISIBLE MORE THAN �0 �� `' f , CRY BOCONSTRUCT DISABLED ACCESS RAMP PER CITY OF FONTANA ST0. N0.1006------------------- 7 EA 50 FEET FROM THE ACCESS POINT INDEPENDENT OF ThE ROUTINE , OF8. FILLS SHALL BE BENDED WITH APPROVED MATERIAL AS DIRECTED BY CLEAN-iP SCHEDULE. �'_ 1 1 9� CONSTRUCT DISABLED ACCESS RAMP PER DETAIL 'E', SHEET C-2 ------------------------- N/A ThE GEOTECHNICAL ENGINEER. Q 45. TRUCKS USED IN HAILING DIRT TO OR FROM THE SITE ON PUBLIC ROADS 13CO NSTRUCT 6" PCC CURB AND GUTTER PER CITY OF FONTANA STO. 1003. --------------- 455 LF 9. ALL EXISTING FILLS SHALL BE' APPROVED BY THE GEOTECHNICALW ENGINEER WILL BE COVERED OR WILL MAINTAIN A SIX INCH DIFFERENTIAL BETWEEN ThE y --� AND STATE INSPECTOR OR HIS REPRESENTATIVE BEFORE ANY AGOITIONAL MAXIMUM HEIGHT OF ANY HAULED MATERIAL ANL ThE TOP GF THE TRAILER. r � v , 11 CONSTRUCT AREA DRAIN BOX, PERT DETAIL'H", SI-EET C-2. ----- 5 EA FILLS AHL' ADDED. HAUL TRUCK DRIVERS WILL LOAD PRIOR TO LEAVING THE SITE TO PREVENT W R L J R �} SOIL LOSS DURING TRANSPORTATION.' 1 .�, � 12 CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. 124-A. ----------------------- 2 EA 10. THE EXISTING IRRIGATION LIDS AND CISTERNS SHALL BE REMOVED OR ti a RANDALL AVE . CRU5l EQ . IN PLACE AND BACKFILLED AND APPROVED BY THE GRADING 46. DUST MITIGATION MEASURES SHALL COMPLY WITH THE PROVISIONS E ( t 13 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS. -------- N/A INSPECTOR AND GEOTECHNICAL ENGINEER. OF THE SECTION ENTITLED 'PROJECT SITE MAINTAINENCE" OF THE PROJECT Ck C.2 STORM WATER PCKUTION PREVENTION PLAN (SWPPP) t,�" �+ • x 2 L4 FONTANA N 14 SAWCUT EXISTING A/C PAVEMENT PER DETAIL 'U': SHEET C-2,AS REQUIRED. ---------- 190 LF 11. SLOPES EXCEEDING FIVE FEET IN HEIGHT ;MUST BE PLANTED WITH AN v i) f ( Q H.S. w APPROVED IWIGATION SYSTEMS. x x a 15 JOIN PROPOSED TRAP CHANAEL. PER DETAIL 'F': SHT. C-2. ------------------------ 2 EA uj 12. ThE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE ENGINEER Z v O= AECASC/ R9I04 TO EXCAVATION. x x -) FILBERT ST. a 16 CONSTRUCT AC OVER AB, MATCH STRUCTURAL SECTION OF EXISTING. ---------------- 1,100 LF II I x Dx `) ¢ 17 PAINT 2 COATS 4" WHITE PARKING SRIPS PER CITY OF FONTANA SPECIFICATIONS. 2,350 LF 13. ALL TRENCH BACKFILLS SHALL BE TESTED ANL APPROVED BY THE SITE y �.._ x� �x �.X v -5i Lu GEOTECHNICAL ENGINEER F'LTR THE DRAPING AND EXCAVATION CAGE. H 1B PAINT AND SIGN DISABLED PARKING STALL MARKINGS PER DETAIL '10, SHEET C-2.----------- 5 EA C3 z 14. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER ''� 19 NOT USED. GRADINGBYAN ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE • -1 I- PE 2 ( x � SAN BERNARDINO � AVE. STABILITY P190'RLEM EXISTS. S'1OLLD EXCA VA TION DISCLOSE ANY � L_ � � O CCN5'TRUCT MONUMENT SIGN PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICA TIOVS.--------- N/A GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZAFLE THE ENGINEERING GEOLOGIST SHALL RECLMEND NECESSARY TREATMENT DEMOLITION GENERAL NOTES x ' x 21 NOT USED. [� TO THE PROJECT ARCHITECT FOR APPIROVAL (xIx x + x i'ROJE T SITE 22 EXISTING WALL TO PROTECT IN PLACE.----------------------------------------� N/A 15. WHEN CUT PADS AAE BROUGHT TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED 1. UTILITIES.' THE EXISTENK.E AND APPROXIMATE LOCATIONS ANY IUNLL� ! 0 23 FURNISH AND INSTALL FENCING PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS. -- 11270 LF OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY 7T-lE ENGINEERING GEOLOGIST AND GEOTEDWICAL ENGINEER, UTILITIES O9 STRUCTURES' SYIOWN ON THESE PLANS ARE OBTAINED BY A SEARCH LL x ,.-/ 0 1 24 FURNISH AND INSTALL BASEBALL FIELD PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS. 3 EA A 001WACTED FILL BLANKET WILL BE PLACED. QF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSLNES NO LIABILITY AS � � i TO THE EXACT LOCATION OF SAID LINES NOR FCR UTILITY OR lRRIGATION LINES CONSTRUCT CROSS -GUTTER PER CITY CE FONTANA STD 104 ,M�FFIC-D,FA9-W-S'-----------1,170 16. ThE FINAL COMPACTION REPORT ANO APPROVAL FROM THE GEOTECHNICAL OR WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE j� �� � �-' ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFOF*60. ThE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR � ® REMOVE EXISTING DRIVEWAY DEPRESSIOV.---------------------------------------- 2 EA METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE, EXCAVATION TO DETEAMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS WO9( WHETHER 09 NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO NUCLEAR GAGE, OR DRIVE RING SHALL 61E SO NOTED FOR EACH TEST. THESE LINES. ©7 CONSTRUCT STRAIGHT IN ACCESS RAMP PER DETAIL 'K': SHEEET C-2 --------------- 4 EA SUFFICIENT MAXIMUV DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUrN! DENSITY CURVES USED BY THE©8 OMIT 3' SECTION OF CUM FOR RIBSCN GUTTER CONSTRUCTION. ------------------------ N/A FIELD TEO WICIAN. 2. THE CONTRACTOR IS RESPONSIBLE FAR THE DEMOLITION OF THE SITE AND SHALL REMOVE AND DISPOSE OF ALL STRUCTURES ABOVE AND O9 BELOW GROUND. ANY VICINITY MAP ® CONSTRUCT 12" PLANTER EDGE' PER LANDSCAPE ARCHITECT PLAN. --------------------- 600 LF 17. SANITARY FACILITIES SHALL BE MAINTAINED ON ThE 517E. HAZAAJOUS MATERIALS ENCOUNTERED SHALL BE HANIQLED AND REMOVED AS FEGKUIFED BY LOCAL ANO 09 STATE LAWS AT NO COST TO THE OWNER. ® CONSTRUCT RECTANGULAR PIPE INLET PER DETAIL 'G". SYHEET C-2---------------------- N/A 18. THE LOCATION ANO PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY NOT TO SCALE OF THE CONTRACTOR, 3, EXISTING WATER LATERALS AND IRRIGATION LINES SHALL BE CUNT ANL CAPPED AT 31 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD 1015. -------------------------• 1.000 SF THE LIMIT OF 77 -IE LLFM47 AREA SHOWN. ALL CAPPED ENDS .FOR IARIGATILNV SHALL SCALE.' I"= .200 ' FAR POSSIBLE SURFACE BE BROUGHT TO THE E' B LE FUTURE'CaV*Cr1OVS. ALL WATER 19. ALL EXISTING D9,AINAGE COURSES ON THE PROJECT SITE MUST COVTINGL' SERVICES SHALL .BE TERMINATED IN A FLUSH .UTILITY BOX F09,FUTURE ACCESS. O SPROUT EXISTING CONCRETE PAVEMENT AS REQUIRED AS REIXUIRED ------------ 90 LF TO FUNCTION ESPECIALLY DURING STORM CO VITION/S AND APPROVED TO FACILITATE CONSTRUCTION PROTECTIVE MEA9_# FS ANO TEMPORARY LRAINAUE PROVISIONS MUST BE 400 SF USED TO PROTECT ADJOINING PROPERTIES DURING THE' GRADING PROJECT. IN 4• EXISTIAG SEWER LATERALS SHALL BE CUT AND PLUGGED AT THE LIMIT OF THE DEMO LEGEND 33 PAINT DISABLED PEDESTRIAN PATHWAY MARKINGS (4" BLUE STRIPES) PER CITY OF FONTANA ALL CASES, THE COV7RACTCR ANL/OR DEVELOPER SHALL BE HELD LIABLE FOR AREA SM?WN. ALL PLUGGED E!u?S FAR LATERALS WILL BE BROUGHT TO GRADE WITH SPECIFICATIONS. ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERS. A STANDARD SEWER GLEAN OUT. UTILITY GENERAL NOTES AC ASPHALTIC CONCRETE 20. ALL WATER WELLS SHALL BE ABANDONED IN COMPLIANCE WITH TME COUNTY 5. EXISTING ELECTRICAL LINES SHALL BE TEMPORARILY REROUTED AROUND THE BCR BEGIN CURB RETURN Q Q INDICATES PROPOSED DOUBLE AREA DEMO . CONNECTIONS SHALL 8E DETECTOR CHECK STANDARDS AND IN ACCORDANCE WITH THE STATE DEPARTMENT CN= WATER RESOURCES. LIMITS OF THE'ALL TEMPORARY WIRING BVC BEGIN VERTICAL CURVE TERMINATED IN AN ABOVE GROUND RISER. 1. ALL WATER LINES 3" AND SMALLER SHALL BE SCHEDULE 80 PVC: PER ASTM D-1784 WITH CAB CRUSHED AGGREGATE BASE 00 21. ALL EXISTING SEWERS, CESSPOGLa, ANO SEPTIC TANKS OR OTHER SEWAGE SOLVENT WELD FITTINGS. ALL WATER LIDS 4" AND GREATER SHALL BE CLASS 200 C900 PVC. INDICATES PROPOSED DISPOSAL FACILITIES SHALL BE ABANDONED IN COMPLIANCE WITH TME 6. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING C/L CENTER LINE BACKFLOW DEVICE HARRDSCAPE IMPROVEMENTS ,UTILITY FACILITIES, AND LANDSCAPING FEATURES INDICATES PROPOSED FIRE UVIFO%i PLU/lM9ING CODE ANL r0 THE APPROVAL OF THE GEOTECHNICAL 2. WATER MAIN AND SEWER MAIN CROSSINGS SHALL COMPLY WITH STATE AND COUNTY ECR END CURB RETURN ENGINEER AND GRADING INSPECTOR. THAT ARE NOT TO BE REMOVED. HEALTH DEPARTMENT REGULATIONS. WATER SERVICE LINES ANL SEWER LATERALS SHALL NOT BE IN THE SAME TRENCH. TEN FOOT MINIMUM HORIZONTAL CLEARANCE EP EDGE OF PAVEMENT DEPARTMENT CONNECTION 22. WHENEVER THERE- IS AN EXISTING CATCH BASIN ALONG OR ADJACENT TO THE 7. ALL JOIN LINES SHALL BE SAW CUT ON A AEAT STRAIGHT LINE REGUIIFED, WATER MAINS SHALL CLEAR ABOVE ALL SEWER LATERALS BY A MINIMUM OF EVC END VERTICAL CURVE G° INDICATES PROPOSED POST PARALLEL WITH THE JOIN. THE CHIT EDGE SHALL BE PROTECTED FROM CONSTRUCTION SITE Ff�NITAGE AN CNN -SITE STORM ORDAIN OR SWALE SHALL BE LNVE FOOT VERTICAL CLEARANCE OR UNDER BY 3' MINIMUM. WHEN WATER LINE CROSSES FF FINISHED FLOOR ELEVATION INDICATOR VALVE CRUSHING, AND ALL BROKEN EDGES SHALL BE RECUT PRIOR TO JOINING. CCNVSTRUCJED TO CANVEY WATER DIRECTLY TO THIS BASIN. EXCEPTIONS SHALL UNIER' SEWER, SEWER SHALL BE ENCASED IN CONCRETE 10' EACH SIDE OF CROSSING. FG FINISHED GRADE REQUIRE APPROVAL BY ThE CIVIL ENGINEER. 8. ALL EXISTING OBJECTIONABLE MATERIALS ,THAT CONFLICT WITH PROPOSEDFL FLOW LINE � INDICATES PROPOSED THRUST BLOCK IMPROVE]MJVTS INCLUDING, BUT NOT LIMITED TO BUILDING FOUNDATIONNS, 3. MINIMUM WATER LIME COVER SHALL BE 24°` FOR 3" DIAMETER AND SMALLER 36" OF COVER 23. ALL PLANTERS ADJACENT TO THE FOUNDATIONS SHALL BE SEALED ALONG FOR 4 " DIAMETER AND LARGER, ! FLG FLANGED SIDE O THE FOUNDATION FOOTING AND EXTENDED UNDER THE PLANTER UTILITIES AND APPURTENANCES TREES SIGNS, ANL STRUCTURES ETC. O INDICATES PROPOSED AREA TO A MINIMUM OF 12" TO PREVENT MOISTURE FROM REACHING THE SHALL BE REMOVED AND DISPOSED THE CONTRACTOR NO COST TO THE 4THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPACTION FS FINISHED SURFACE SEWER CLEANOUT OWNER UNLESS OTHERWISE INDICA TEDD HEREINHEREINOR AS DIRECTED . BY THE GB GRADE BREAK FOUNDATION SUB -GRADE SOILS. - ARCHITECT. TESTS OF ALL TRENCH BACKFILL AAD SUBMIT THEM TO THE CONSTRUCTION MANAGER D INDICATES PROPOSED STORM FOR APPROVAL. ALL BACKFILL SHALL HAVE A SAND EQUIVALENT OF 30 OR BETTER. DRAIN MANHOLE 24. EXPORT SOILS MUST GO TO A LEGAL DUMP SITE OR TO A PERMITTED SITE g, THE CUVTRTACTCNR SHALL PROTECT ALL EXISTING CURE FROM DAMAGES CAUSED BY INV INVERT ELEVATION APPROVED BY THE LOCAL AGENCY HAVING JURISDICTION. 5. WATER SERVICE CONNECTIOV TO THE BUILDINGS SHALL BE BY THE BUILDING PLUMBING O INDICATES PROPOSED SEWER MANHOLE HIS OPERATIONS. ANY CLRBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT MOCR MIDDLE OF CURB RETURN AND REPLACED AT NO COST TO THE OWNER. ANY EXISTING CURB IDENTIFIED CONRACTO� UNLESS OTHERWISE NOTED. 25. PERMISSION IS REQUIRED FROM THE ADJACENT PROPERTY OWNER WHENEVER MVC MIDDLE OF VERTICAL CURVE AS POTENTIALLY NEEDING TO BE REPLACED SHALL BE BROUGHT TO THE ATTENTION t^f INDICATES PROPOSED FIRE HYDRANT WORK IS PROPOSED ACROSS THE PROPERTY LINE. 6. MINIMUM BEARING AREA FOR THRUST BLOCKS IF REQUIRED, SHALL BE IN ACCORDENCE PIA PLANTER AREA OF THE ENGINEER OR THE OWNERS REPRESENTATIVE PRIOR TO TALE GOMNENGEMENT WITH THE CU FF ENT EDITION OF THE U.P.C. 26. PROVIDE WEAKENED FLAME JOINTS IN CONCRETE CUA9S 16' OV CENTERS. OF WORK. PCC PORTLAND CEMENT CONCRETE ® INDICATES PROPOSED WATER VALVE 10. THE TRACT09 SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND 7. A PIPE 'DEFLECTOR' OR 'REAOUNDER" SHALL NOT BE USED TO REWOUND OVEROEFLECTED PIPES. P/L PROPERTY LINE 27. ALL WALKWAYS, LA/tmINGS AND OTHER FINISHED SURFACES A T DOORWAYS COIINDICATES HANDICAPPED PARKING STALL GAU/BBING OPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING SHALL BE FINISHED TO WITHIN 0" (0 INO�-/) OF TME THRESHOLD. 8. ALL VALVE AND CLEANOUT COVERS TO HAVE TRAFFIC RA TED VANDAL PROOF COVERS AND PE PAD ELEVATION O TRANSPORTATICN AND DISPOSAL OF ALL REMOVED MATERIALS, AND ALL ASSOCIATED ADJUSTED BY CONTRACTOR TO FINISH GRADE AFTER PAVING. ALL COVERS SHALL INDICATE POC POINT OF CONNECTION (UTILITY) O INDICATES GRADING AND/OR 28. ANY DIRT, ROCK O9 CONSTRUCTION MATERIAL 7HAT MAY BE TRACKED OR COSTS. 'SS" FOR SEWER_ , "W" FOR WATER, AND 'SO" FOR STORM DRAIN. PVI POINT OF VERTICAL INTERSECTION DRAINAGE CONSTRUCTION NOTE DROPPED WITHIN ThE PUAXIC RIGHT-OF-WAY DURING THE TRANSPORTATION GOVERN WHEN A CONFLICT WITH THESE NOTES IS IDENTIFIED. 11. THE LANDSCAPE ARCHITECTS DEMOLITION PLANS AND SPECIFICATIONS SHALL RP REDUCED PRESSURE O INDICATES CURVE DATA UTILITY CONSTRUCTION NOTES OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE 10. UVQERGROUND STEEL UTILITIES SHOULD BE P907ECTED FROM CO POSION WITH 40 R/W RIGHT OF WAY INDICATES UTILITY GLEANED OR REMOVED DAILY AND AS DEEMED NECESSARY BY THE GRADING MIL EXTRUDED POLYETHYLENE, 20 MIL PLASTIC TAPE OVER P'RIME'R PER ANNA FilCONSTRUCTION NOTE INSPECTOR. STANDARD C209, OR HOT APPLIED COAL TAR ENAMEL OR TAPE PER AWWA SD STORM DRAIN POTABLE WATER AND IRRIGATION STANDARD C203. SG SUBGRADE CINDICA ONTROL HORIZONTAL NOT USED. 29. DIRT ACCESS RAMPS OVER CURB AND GUTTER TO CONSTRUCTION SITE ARE EROSION CONTROL NOTES 20 SS SANITARY SEWER NOT ALLOWED. WEEN NECESSARY FAR ENTRANCE TO SUCH CONSTRUCTION 11. BARE STEEL APPURTENANCES SUCH AS BOL TS JOINT HAAVESSES OR FLEXIBLE SSPWC STANDARD SPECIFICATIONS FOR ,m SITES, ASPHALT RAMPS WITH A MINIMKMR 3" DIAMETER PIPE WILL BE COUPLINGS SHOULD BE COATED WITH A COAL TAR OR RUBBER BASED MASTIC INDICATES MASONARY OR FREE STADING WALL 21 NOT USED. CONSTRUCTED TO CONVEY GUTTER DRAINAGE. ALL BASE, GRAVEL, SOIL OR OTHER AFTER ASSEMBLY. PUBLIC WORKS CONTRUCTION MATERIAL CARRIED INTO THE ROADWAY BY CONTRACTORS PERSaML OR 1. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING TC TOP OF CURB EQUIPMENT WILL BIE CLEANED AS NECESSARY AND NO LESS THAN ONCE A DAY. THE RAINY SEASON. NECESSARY MATERIAL SHALL SE AVAILABLE ON SITE AMD ST00KPILED 12. SEWER PIPE SHOWN ON PLAN SHALL COMPLY WITH SECTION 207-16 'ABS COMPOSITE INDICATES RETAINING WALL22 FURNISH AND INSTALL 2 1/2" SCHEDULE 80 PVC WATERRLINE. INCLUDE FITTINGS: TRUCKS HAULING BASE, GRAVEL, FILL OR EXPORT MATERIALS WITHIN CITY AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS7TRUICTION OF TEMPORARY CEVICES PIPE': 207-17 'POLYVINYL CHLORIDE PLASTIC PIPE: 207-15 "'ABS SOLID WALL TF TOP OF FOOTING VALVES, AND VALVE BOXES AS INDICATED. LIMITS WILL BE TARPED AS NECESSARY TO PREVENT MATERIAL FROM SPILLING OR TO REPAIR ANY DAMAGED EROSION COVTRAL PIPE" OR 2o7-8 "VITRIFIED CLAY PIPE" OF THE STANDARD SPECIFICATIONS. 'PVC" TOG TOP OF GRATE INDICATES PROPOSED SLOPE INTO THE ROADWAY. MEASURES WHEN RAIN IS IMMINENT. AND 'ABS SOLID WALL PIPE" TO HAVE A STANDARD DIAMETER RATIO (sw OF 35 CR TP TOP OF PAVEMENT AS INDICATED 23 NOT USED. LESS. A PIPE 'DEFLECTOR" OR 'REROUNDER SHALL NOT BE USED TO REWOUND TW TOP OF WALL 30. PRIOR TO ANY CONSTRUCTION WHICH INVOLVES HAZARDOUS CONDITIONS, 2. DEVICES SHALL NOT SE REMOVED OR MODIFIED WITHOUT THE APPROVAL OF THE OVER DEFLECTED PIPES. THE CONTRACTOR SHALL FIRST OBTAIN A PERMIT FROM THE DIVISION OF STATE INSPECTOR O4 OWNER REPRESENTATIVE. ALL REMOVABLE PROTECTIVE DEVICES 94OWN -0-0- INDICATES PROPOSED D.O. C. ® INDICATES RUBBERIZED SURFACE 24 NOT USED. OCCUPATIONAL SAFETY ANL HEALTH (DOS14). SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, WHEN THE FIVE-DAY RAIN PROBABILITY 13. CONTRACTOR SHALL EXPOSE ALL EXISTING WATER 6 SEWER PIPELINES AT PROPOSED -OTS- INDICATES PROPOSED RP ASSEMBLY FORECAST EXCEEDS 40 PERCENT. CONNECTION POINTS TO CONFIRM MATERIAL TYPES AND LOCATION PRIOR TO BEGINNING 31. PROPOSED REVISIONS TO THE GRADING PLAN SHALL BE DRAWN IN RED CONSTRUCTION. INDICATES PROPOSED FIRE LINE FURNISH AND INSTALL I" SCHEDULE 80 PVC WATERLINE. INCLUDE FITTINGS, PENCIL ON SLUE -LINES OR BOD COPIES OF THE APPROVED PLAN. THESE 3. AFTER A RAINSTOANR, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BEAMS' INDICATES AC PAVEMENT VALVES, AND VALVE BOXES AS INDICATED, BLUELINES ARE THEN TO BE SUBMITTED TO THE OWNERS FEPSESENTATIVES AND OESILTING BASINS. ANY GRADED SLOPE SL49FACE PROTECTION MEASURES DAMAGED DURING 14. ALL WATERLINES SHALL HAVE L ERRGROUAD WARNING TAPE PLACED 12" ABOVE ThE LINES INDICATES PROPOSED SEWER LINE FOR REVIEW AAD APPROVAL. ONLY AFTER THE APPROVAL IS GIVEN A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. IN THE TRENCH-/. NON-METALIC LINES SHALL HAVE AETALLIC LINED TAPE. � FURNISH AND INSTALL 4" RP BACKFLOW DEVICE FEHCO 825YO OR APPROVED EQUAL. SHOD THE ORIGINALS 6E AS -BUILT BY THE ENGINEER/ARC IITECT. INDICATES PROPOSED WATER LINE UL - INDICATES PCC SURFACING 4. 771E FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL 15. IT SHALL BE TME CONTRACTORS RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION 27 INSTALL 2" WATER METER AND SERVICE BY SGVWD FORCES. 32. RULE 403, AIR QUALITY CONTROL MANAGEMENT DISTRICT, MUST BE AGAINST EROSION. EROSION PROTECTION SHALL CONSIST OF EFFECTIVE PLANTING OF ALL OF ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. INDICATES PROPOSED STORM DRAIN LINE IMPLEMENTED DURING CONSTRUCTION. SLOPES IN EXCESS OF FIVE (5) FEET HIGH UNLESS OTHERWISE APPROVED BY THE OWNER. 28 THRU Z NOT USED SLOPES EXCEEDING FIFTEEN (15) FEET HIGH MAY REQUIRE AN ADEQUATE SPRINKLER SYSTEM, 16. WHENEVER IT BECOMES NECESSARY TO TUAaVEL UNDER EXISTING IMPROVEMENTS, G INDICATES PROPOSED GAS LINE A. A CONTRACTOR SHALL NOT CAUSE OR ALLOW THE EMISSIONS OF FUGITIVE AS DETERMINED BY THE ARCHITECT. THE SLOPE PROTECTION SHALL BE INSTALLED AS SOON THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE SEWER _DUST FROM ANY TRANSPORT, HANDLING, CONSTRUCTION OR STORAGE AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL INSPECTION. PROJECT ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE S=0.01 INDICATES PIP E SLOPE T I THOSE IMPROVEMENTS IN T ACTIVITY SO THAT THE PRESENCE O= SUCH DUST REMAINS VISIBLE IN HE ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 30 CONSTRUCT VCP SEWER CLEAN OUT PER FONTANA STANDARD125ATMOSPHERE BEYOND THE PROPERTY LINE OF THE EMISSION SOURCE. (DOES 5. A 24 HOUR GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN 1.0% NOT APPLY TO EMISSION EMANATING FROM UNPAVED ROADWAYS OPEN TO ANY DEVICE EXCEEDS TWO FEET. 17. PRIOR TO PLACING OF UNDERGROUND UTILITIES THE LOCATION OF ALL UNDERGROUND FACILITIES INDICATES FINISH SURFACE GRADE31 NOT USED PUBLIC TRAVEL OR FARM ROADS, THIS EXCLUSION SHALL NOT APPLY TO ( ELECTRICAL, TELEPHONE, CABLE TV, GAS ETC.) SHALL BE MARKED. INDUSTRIAL OR COMMERCIAL FACILITIES). 6. NOTICE TO PROCEED WILL NOT BE ISSUED WITHOUT AN APPROVED EROSION CONTROL. PLAN. INDICATES EXISTING SEWER 32 FURNISH AND INSTALL 6" EXTRA STRENGTH VCP SEWER LINE. EROSION CONTROL SHALL BE IMPLEMENTED DURING THE RAINY SEASON (OCTOBER 15 THROUGH 18. IT SHALL BE TME CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL B. A CONTRACTOR SHALL TAKE EVERY REASONABLE PRECAUTION TO MINIMIZE APRIL 15). EXISTING UNDEAGROUAD UTILITIES (BY POTHOLING OR OTHER MEANS), CONTRACTORS 33 INDICATES EXISTING WATER LINE FURNISH AND INSTALL 8" EXTRA STRENGTH VCP SEWER LINE. FUGITIVE DUST EMISSIONS FROM WRECKING, EXCAVATION, GRADING SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 800/422-4133 AT LEAST CLEARING OF LAND AND SOLID WASTE DISPOSAL OPERATIONS. 72 HOURS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. INDICATES EXISTING CONTOUR � CONSTRUCT PRECAST CONCRETE SEWER MANHOLE PER CITY OF FONTANA C. . A CONTRACTOR SHALL NOT CAUSE OR ALLOW PARTICULATE MATTER TO 19. CONTRACTOR SHALL OBTAIN ANY FEOUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. -' 99 STANDARD N0. 112, EXCEED 100 MICROGRAMS PER CUBIC METER WHEN DETERMINED AS THE _ gg INDICATES PROPOSED CONTOUR 39 THRU [�51 NOTES NOT USED. DIFFERENCE BETWEEN UPWIND AAD DOWN WIND SAMPLES COLLECTED ON//'`�� //�� 20. CONTRACTOR SHALL VERIFY ALL EXISTING CONNDITION5' AND DIMENSIONS BEFORE STARTING HIGH VOLUME SAMPLERS AT THE PROPERTY LINE FOR A MINIMUM O= FIVE PAVING GENERAL NOTES WORK. 90 -LD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS THE STORM DRAIN HOKIRS. ENGIAESR SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. ❑ D. A CONTRACTOR SHALL TAKE EVERY REASONABLE PRECAUTION TO PREVENT 1. A PRE -PAVING MEETING IS REQUIRED 48 HOURS PRIOR TO PAVING. THE PROJECT 21. PLRSUANT TO SECTION 6771 OF ThE BUSINESS AND PROFESSIONS COLE, EXISTING SURVEY 40 NOT USED. VISIBLE PARTICULATE` MATTER FROM BEING DEPOSITED UPON PUBLIC CIVIL ENGINEER AND THE PROJECT INSPECTOR SHALL BE IN ATTENDANCE. MO VLMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF MONUMENTS SHEET INDEX 41 NOT USED. ROADWAYS, PRECAUTIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE APE DISTURBED DURING CONSTRUCTION, THE CONTRACTOR SHALL PAY A REGISTERED REMOVAL OF PARTICULATE MATTER FROM EQUIPMENT PRIOR TO MOVEMENT 2. A "TACK COAT" (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS; LICENSED LAND SURVEYOR OR ENGINEER TO RESET SUCH MONUMENTS UNLESS OTHERWISE 42 NOT USED. ON PAVED STREETS ONTO WHICH SUCH MATERIAL HAS BEEN DEPOSITED. AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RATE OF 0.10 GAL ./SQ. YD. THE TACK SPECIFIED OR DESIGNATED. SHEET NO SHEET TITLE E. SUBSECTIONS (A) AND (B) SHALL NOT BE APPLICABLE WHEN THE WIND COAT SHALL BE A TYPE SSI ASPHALT EMULSION. 22. ALL SEWER PIPES SHALL 6E INSTALLED AT STRAIGHT GRADES BETWEEN INVERT ELEVATIONS 43 FURNISH AND INSTALL B" SOP 35 PVC STORM DRAIN PIPE. SPEED INSTANTANEOUSLY EXCEED 40 KILOMETERS (25 MILES) PER HOUR OR 3. THE FINAL COURSE OF ASPHALT CONCRETE FOR PARKING LOTS SHALL BE TYPE III, IADICA TED. IN NO CASE SHALL SEWERS BE INSTALLED AT SLOPES LESS THAN THE FOLLOWING C-1 PRECISE GRADING INDEX SHEET 44 FURNISH AND INSTALL 6" SDR 35 PVC STORM DRAIN PIPE, WHEN THE AVERAGE WIND SPEED IS GREATER THAN 24 KILOMETERS (15 MILES) CLASS D AS SPECIFIED IN SECTION 400-4.3, STANDARD SPECIFICATIONS FOR PUBLIC WOKS 8" SEWER / S=0.0080 PER HOUR. THE AVERAGE WINO SPEED DETERMINATIONS SHALL BE ON A 15 CONSTRUCTION LATEST APPROVED EDITION. THE PAVING ASPHALT TO BE MIXED WITH AGGREGATE 6" SEWER / S=0.0104 C-2 PRECISE GRADING DETAIL SHEET 45 NOT USED. MINUTE AVERAGE AT THE NEAREST OFFICIAL AIR MONITORING STATION OR BY SHALL CONFORM TO ThE PROVISIONS OF SECTION 203.1 AND SHALL BE STEAMED REFINED 4" SEWER / S=0.0208 WIND INSTR L ENT LOCATED AT THE SITE BEING CHECKED. ASPHALT WITH A VISCOSITY GRADE OF AA -4000 MINIMUM AND AR -8000 MAXIMUIM TO THE SATISFACTION OF THE ENGINEER. 23. ALL CHANGES IN HORIZONTAL ALIGNMENT OF SEWER PIPE SHALL BE ACCOMPLISHED BY USE C-3 PRECISE GRADING PLA N 33_ OINSTRUUCTION ACTIVITIES SHALL OCCUR ONLY BETWEEN THE HOURS OF OF MAM FACTURD FITTINGS ANO ELBOWS, ANO WHERE ADDITIONALLY NECESSARY, PIPE JOINT 7-00 A.M. AND 6.'00 P.M. MONDAY THROUGH FRIDAY, AND BETWEEN THE HIOU46 4. ASPHALT CONCRETE PAVEMENT SHALL BE DISTRIBUTED AND SPREAD IN ACCORDANCE DEFLECTIONS WITHIN ALLOWABLE LIMITS PER THE PRODUCT SPECIFICATIONS. OF (B:'00 A.M. AND 5.•00 P.M. SATURDAYS. NO CONSTRUCTION ACTIVITIES SHALL WITH SECTION 302-5.5 OF THE STANDAR SPECIFICATIONS FOR PU5LIC WORKS CONSTRUCTION. C-4 PRECISE GRADING PLAN BE PERMITTED OUTSIDE OF THESE PERMITTED HOURS OR ON SUNDAY AND THE MAXIMUM LIFT DURING SPREADING SHALL BE 3" COMPACTED THIG7KAESS. 24. ALL NET UTILITY TRENCHES BEDDING AND BACKFILL SHALL C0AFCW TO SECTION 306-1.2.1 FEDERAL HOLIDAYS. OF ThE 5. A QUALIFIED PAVING INSPECTOR IS REQUIRED DURING PAVING CPERA TIONS AT THE JOB OF BEDIDINGNMATE IAL SHALL BE APPROVIGNS FOR EYC HE PROLECT CIVIL WOWS ENG,�EATurzory C-5 HORIZONTAL CONTROL 34. CONSTRUCTION CONTR4CTOR7S SHALL USE LOW EMISSION MOBILE SITE AND AT THE ASPHALT PLANT. ASPHALT TICKETS SHALL BE P90VICED TO ThLF TA490 E'CTOR C-6 H0RIZ0NTAL CONTROL CONSTRUCTION EQUIPMENT DURING ALL SITE PREPARATION, GRADING AND FOR ALL LOADS. 25. THE CONTRACTOR SHALL PEAFC7A4 TESTING, FLUSHING AND DISINFECTING OF SYSTEMS IN CONSTRUCTION ACTIVITIES, WHERE FEASIBLE. ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 35.CANSTRUCTION COVTRRACTORS SHALL MAINTAIN ALL CONSTRUCTION 26. THE CONTRACTOR SHALL PREPARE' A COMPLETE SET OF AS -BUILT DRAWINGS IN ACCORDANCE EAGINES TUNED CONSISTENT WITH MAM FACTL49ER S SPECIFICATIONS DURING WITH THE PROJECT SPECIFICATIONS. ALL SITE PREPARATION, G9ADING AND CONSTRUCTION ACTIVITIES. EARTHWORK 27. ALL PIPE SIZE REFERENCES ARE MINIMUM INSIDE DIAMETER SIZE. HORIZONTAL o 36. CONSTRUCTION CONTRRACTORS SHALL USE LOW SULFUR FUEL FOR DIMENSIONS SHOWN ON THESE PLANS ARE TO CENTERLINE OF PIPES. STATIONARY CONSTRUCTION EQUIPMENT AS REQUIRED BY A210 RULES 431.1 CUT.3,000 C.Y. FILL: 16,000 C.Y. AMD 431.2 AND SHALL USE EXISTING POWER?? SOURCES AAD CLEAN FUEL 28. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS AND MECHANICAL GENERATORS AS FEASIBLE, DURING ALL SITE PREPARATION, GRADING AND THE ABOVE QUANTITIES DO NOT REFLECT ShRINKAGE, SLIBSIDEAKE SURFACE PLANS FOR REQUIREMENTS FOR NATURAL GAS SYSTEM MATERIALS AND INSTALLATION. CONSTRUCTION ACTIVITIES. LOSS OR ANY OTHER SPECIAL CONDITIONS AEFERED TO IN LRADING GENERAL "' o NOTE 1. QUANTITIES ARE FOR PERMIT PURPOSES ONLY. 29. NATURAL GAS SERVICER LINES MAY BE INSTALLED IN A COWWOV TRENCH WITH WATERLINES ESSI/1v,. 37. CONSTRUCTION PARKING SHALL BE ONSITE. TRAFFIC CONTROL AND IN ACCOVANCE WITH THE PROLECT SPECIFICATIONS. ACCESS SHALL BE IN ACCORDANCE WITH CITY CONSTiRUUCTIGN REQUIREMENTS.30. DPIAKIAG F 38. THE SPEED OF TRUCKS ONSITE SHALL BE LIMITED TO 15 MPH. AA0 CONTRACTOR ALLNREFER TO ThE LANDSCAPE AND IRRIGATION NARCHITFCANCES TS ��I� FORON hE CTMATE �,�, 99A BENCH MARK" 39. TRUCKS AND LARGE CONSTRUCTION VEHICLES WILL OBTAIN APPROVED N0. 28248 CITY OF FONTANA #67-21 TRUCK ROUTES FROM THE CITY AND THE COUNTY. Exp. -3t-os X IN NORTH EAD OF CLRB FE7URV ` .o 40. DUST MITIGATION MEASURES SHALL COPL Y WITH THE PROVISIONS NE CORNER OF HOLL Y AND JUNIPER l Q F ELEV, 11 0 7 4 OF THE SECTION ENTITLED 'PROJECT SITE MAINTAINENCE" OF THE PROJECT OF Cpi�IF 6 4 � STORM WATER POLUTION PREVENTION PLAN (SWPPP) P Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLAN PREPARED ar: CITY OF FONTANA, CALIFORNIA SCALE: 1 " = 20' 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS RUSSELL E. SHARP PE NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL REGISTERED CIVIL ENGINEER SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, L 132 TERRACE DRIVE RIVERSIDE, CA 92507-3221 JACK BULIK PARK - PHASE 2 DATE: 11�2s�o4 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TELEPHONE.' 909-784-53583 FAX 909-784-1723 DRAWN BY: 1VV40A&%%AWVVVVVW~ A" TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND E-MAIL: RSHARP8Ci25@AOL. COM PRE /S ^SAD/A,� MAL STANDARDS IN EFFECT. a7 GPADING �l DESIG Y: �� DAYS BffCNiE cm I YOU M Y 4J DIGvz, HEFTTOLL FREE 1-800-227- 600 ��65 DRAWING NO.: Q A PUBLIC SERVICE 8Y UNDERGROUND SERVICE .ALERT CHECKED BY: VED BY: . BUSS LL E. SHARP, RCE 2d2�s Date ITY ENGINEER R.C.E. 51152 DATE: ���� SI