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HomeMy WebLinkAbout4077-9 GENERAL CONSTRUCTION NOTES WATER NOTES ` ON ROM 1 , ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH WEST VALLEY WATER DISTRICT'S STANDARDS PIPE 12" AND SMALLER SHALL BE CLASS 51 DUCTILE IRON PIPE, OR AWWA 0300 PVC FOR DOMESTIC WATER FACILITIES AS OF THE DATE OF PLAN APPROVAL. PIPE CLASS 200, OR CLASS 150, 10 GA CEMENT MORTAR LINED AND COATED STEEL. PIPE GREATER THAN 14" SHALL BE CLASS 52 DUCTILE IRON PIPE, OR CLASS 150, 10 GAGE z'-a" ir 2. THE CONTRACTOR SHALL ARRANGE FOR A PRE—CONSTRUCTION CONFERENCE WITH THE WEST CEMENT MORTAR LINED AND COATED STEEL PIPE OR AS SPECIFIED. -_ SAN BERNARDINO COUNTY WATER DISTRICT AND THE ENGINEER AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. WATER SERVICE LATERALS SHALL BE TYPE K COPPER LINE, MINIMUM 1" DIAMETER, WITH i I h 1"x3‘4" ANGLE VALVES WITH LOCK WING ON LOTS LESS THAN 10,000 SQ. FT. � - i ,��,� SITE 3. THE CONTRACTOR'S ATTENTION IS EXPRESSLY DIRECTLY TO ALL THE REQUIREMENTS AND 1"x1 ANGLE VALVES WITH LOCK WING ON LOTS LARGER THAN 10,000 SQ. FT. 0 I PROVISIONS OF THE STATE OF CALIFORNA SAFETY REGULATIONS. CONFORMANCE THERETO SHALL BE THERE SHALL BE A SEPARATE SERVICE FOR EACH LOT BEING SERVED. r,o scsiSTRICTLY ENFORCED DURING THE ENTIRE UFE OF THE CONTRACT. A CAL—OSHA EXCAVATION ONE SERVICE PER PIPE TRENCH. TPERMIT SHALL BE REQUIRED FOR TRENCHES IN EXCESS OF 5.0 FEET IN DEPTH. .. © ALL WATER SERVICE LATERALS TO BE INSTALLED AT THE SAME TIME AS MAIN LINE. /i0 """ c. --� �r�� —. �. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB NO SPLICE SHALL BE ALLOWED ON COPPER SERVICE LATERAL LINE. r 2.).i CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY , � BEECH OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL DEFEND, INDEMNIFY AND WATER SERVICE LATERALS TO BE TERMINATED 12" BEHIND REAR OF CURB OR FUTURE HOLD THE OWNER, THE ENGINEER, AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, CURB. IN CITY LIMITS TERMINATE 12" BEHIND FUTURE SIDEWALK. 0 r rr :r ooMosot sac REAL OR ALLEGED IN CONNECTION WITHIN THE PERFORMANCE OF THE WORK ON THISCOMM CM!ama PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE FIRE HYDRANTS SHALL BE 6"x4"x2 1/2"—CLOW F-850, OR EQUAL, PAINTED WITH ONE ENGINEER. COAT PRIMER AND ONE COAT YELLOW. THE 4" STEAMER OUTLET SHALL BE PERPENDICULAR I I I TO THE CURB OR FUTURE CURB. :I �1 5. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE FONTANA SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DEPTH OF COVER FOR WATER SERVICE LATERALS SHALL BE MINIMUM 30"; FOR 12" AND WA=raw 0� 1 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE LARGER PIPE SHALL BE MINIMUM 42" OR AS SPECIFIED ON PLANS. ALL MEASUREMENTS + SHOWN ON THESE PLANS. FROM FINISH GRADE. _ -- J VICINITY MAP Div _ — — —6. THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION AND DEPTH OF ALL EXISTING CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL PIPE BENDS (WHERE PIPE — ! j t �• UTILITY LINES PRIOR TO EXCAVATING. THE CONTRACTOR SHALL MAKE APPROPRIATE CHANGES IN DIRECTION MORE THAN 10') AND FITTINGS, IN ACCORDANCE WITH — -c...-... ARRANGEMENTS FOR THE PROTECTION OF ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY DISTRICT'S STANDARD DRAWINGS. ci UNDERGROUND SERVICE ALERT AT 1-800-227-2600 PRIOR TO BEGINNING WORK. 0 AN AIR RELEASE VALVE SHALL BE INSTALLED AT EVERY HIGH POINT IN THE SYSTEM. s � i ra -- a Lir"-'grit Ct 7. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EXCAVATION OUTSIDE OF THE PROJECT AREA. A BLOW—OFF ASSEMBLY SHALL BE INSTALLED AT EVERY LOW POINT IN THE SYSTEM. 8. PIPE TRENCH SHALL BE EXCAVATED TRUE TO LINE AND GRADE IN ACCORDANCE WITH THE PLAN AND A VALVE BOX AND COVER SHALL BE INSTALLED AT EACH VALVE WHICH IS SET IN THE NOTES: SPECIFICATIONS. ALL BACKFILL SHALL BE PLACED IN A MANNER SATISFACTORY TO THE ENGINEER AND GROUND. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING VALVE BOXES TO GRADE 4 IN ACCORDANCE WITH THE STANDARDS. MATERIAL FOR BACKFILL TO TWELVE (12) INCHES ABOVE AFTER FINAL GRADING OR PAVING OPERATION, �. MM.1019611011 PIO MON a r-r me TACE as$6-4,moo watt r s1a-is No ase, THE PIPE SHALL BE GRANULAR MATERIAL WITH A MINIMUM SAND EQUIVALENT OF 30. MAI(NI NSW s'-a'loll r R11TT Lat. I. m1. [III[s Mw.avat maw*N .law Ivo OMBPONSVALVES 14—INCHES AND LARGER SHALL BE OF BUTTERFLY VALVES, VALVES 12—INCHES PEI SIMIDAMM SWAIN W-I2. 9. NO PIPELINE SHALL BE INSTALLED ON FILL MATERIAL WITHOUT FIRST MEETING IN—PLACE AND SMALLER SHALL BE OF RESILIANT WEDGE GATE VALVES. VALVES SHALL BE RATED FOR KAMM IBM a:aaaraMM Mr d°"M"""OPOA IN MIL mamma DENSITY TESTS. COMPACTION IN INTERMEDIATE ZONE SHALL BE COMPACTED TO 90% "w`~`NNW `*FalI 150 P.S.I. OPERATION PRESSURE AND SHALL HAVE FLANGED ENDS. SPECIAL FLANGE 4.., stt r mass our SW Kum raxoaasas to cu.s us anti.man s!K sear • RELATIVE COMPACTION. ADAPTOR SHALL BE FURNISHED FOR CONNECTING VALVES TO PIPE AND PIPE FITTING. 10. COMPACTION TESTS SHALL BE REQUIRED FOR ALL TRENCH BACKFILL PER WEST VALLEY ALL NEW WATER FACILITIES IMPROVEMENTS SHALL BE TESTED, FLUSHED AND DISINFECTED ITEM DROCIUPTION WATER DISTRICT STANDARDS AND SPECIFICATIONS AND/OR THE REQUIREMENTS OF ANY PRIOR TO CONNECTING TO EXISTING WATER SYSTEM PER A.W.W.A. STANDARDS C651. Q N`T IIIIMIL a MI un.ANT. rm INLET "ONE `• NONE MET s ONE = 1/2"NMMEI. AGENCY HAVING JURISDICTION. MAIM Wal s OWE Orr .ass A la Mss. CLOW x-010 a o COWL. CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BULKHEADS AS REQUIRED FOR © RANK ,o ,MTS MAW MAX SLAM. OFF,OL»WALLED OM Mur OM TOP. 11. THE CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION OF THE ENGINEER AND HYDROSTATIC TESTING. 0 swam•40 si .rrc. rap%WM..low aorto PAST INN NO was or 10 fns we Twc. ANY AGENCY HAVING JURISDICTION THEREOF, ANY ROAD BASE, PAVING, CURB AND GUTTER OR CONSTRUCTION TO BE IN ACCORDANCE WITH THE WEST VALLEY WATER DISTRICT 0 mew wows As Nora or panto ammo /01Vf01 ATT''CN 1O VALVE OTHER IMPROVEMENTS CUT, REMOVED OR DAMAGED IN CONJUNCTION WITH THIS PROJECT. "STANDARDS FOR DOMESTIC WATER FACILITIES". 0 s• nr 1.s. oat VMYC wm mum awls To taro»w t Lite.in W-11. 0 s' VAWE sows An) cora !Q$TM wow W-I1 12. PIPE DELIVERED TO THE SITE SHALL BE PROTECTED BY THE CONTRACTOR FROM DUST OR WATER SERVICE IS SUBJECT TO THE CURRENT DISTRICT RULES AND REGULATION AND ANY OTHER OTHER CONTAMINATION FRIOR TO PLACING IN TRENCH AND SHALL BE INSTALLED IN AMENDMENTS THERETO. MIT II IIIIVININS IOW UM MIMI ACCORDANCE WITH DISTRICT STANDARDS TO THE SATISFACTION OF THE DISTRICT'S INSPECTOR. ] FIRE HYDRANT ASSBMBLY W-2 IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS OF THE DISTRICT APPROVAL 13. THE CONTRACTOR, AT THE END OF EACH DAY'S WORK, SHALL ENSURE THAT ALL OPENINGS DATE, THIS PLAN SHALL BE RESUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL. GENERAL MANAGER INTO THE PIPELINE ARE SECURELY PLUGGED AND STOPPED SO THAT NO ANIMAL, FOWL OR RODENT CAN ENTER THE PIPELINE. Q 14. ALL WORK SHALL BE INSPECTED BY THE WEST VALLEY WATER DISTRICT OR ITS DULY AUTHORIZED AGENT. THE CONTRACTOR SHALL NOT PROCEED WITH ANY SUBSEQUENT PHASE OF WORK UNTIL THE PREVIOUS PHASE HAS BEEN INSPECTED AND APPROVED. INSPECTION SHALL BE MADE OF THE FOLLOWING PHASES OF WORK. FIRE DEPARTMENT NOTES TRENCHING, INSTALLATION OF PIPE, VALVES, FITTINGS, VAULTS, BACKFILL AND COMPACTION. NOTE #1: ALL POST INDICATOR VALVES (SPRINKLER CONTROL AND SECTIONAL LEAKAGE TESTING. D CONTROL) SHALL BE LOCKED OPEN AND SUPERVISED BY THE BUILDING FIRE ALARM SYSTEM. VAULTS AND VALVE BOXES RAISED TO GRADE, LINES FLUSHED AND FINAL INSPECTION. 15. THE CONTRACTOR SHALL GIVE AT LEAST 2 WORKING DAYS NOTICE WHEN INSPECTIONS NOTE #2: THE METHOD AND LOCATION OF CONNECTION TO THE PUBLIC WATER OR ENGINEERING JUDGMENTS BECOME NECESSARY AS SET FORTH IN THE STANDARD SUPPLY AND REQUIREMENTS FOR BACKFLOW SHALL BE PROVIDED IN PECIFICNTION . ACCORDANCE WITH THE LOCAL WATER SUPPLIER REQUIREMENTS. SNOTE #3: THE SAN BERNARDINO COUNTY FIRE DEPARTMENT SHALL BE CALLED FOR INSPECTION OF THE ON—SITE MAINS PRIOR TO BURY. THE FIRE SERVICE MAINS (DOWNSTREAM OF THE BACKFLOW) SHALL 0 HAVE A HYDROSTATIC PRESSURE TEST (200 PSI FOR 2 HOURS) AND BE FLUSHED IN ACCORDANCE WITH NFPA 24 HOUR REQUIREMENTS. THE FIRE MAINS AND APPURTENANCES SHALL BE INSTALLED IN COMPLIANCE WITH THE SAN BERNARDINO COUNTY FIRE DEPARTMENT STANDARDS 903.1 AND 1003.1 .1 AND NFPA 24 REQUIREMENTS. UTILITY COMPANIES PROVIDE A SLEEVE WHERE THE MAIN PENETRATES THE FOOTING OF THE BUILDING. APPROVALS: WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSAI REQUIRED PRE—TRUST BLOCK INSPECTION. 855 W. BASELINE TELEPHONE: (909) 875-1804 DESIGN RIALTO, CA. 92377 PIPES SHALL HAVE A MINIMUM COVER OF 30'. THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED UNDER THE DIRECT SUPERVISION OF A CIVIL ENGINEER LICENCE IN STATE OF CALIFORNIA SEWER 8 3ITY 0F FONTANA ATTENTION:SIERRA AVE. ELEPHONE:KIM(909) 1350-6731 CONSTRUCTION NOTES & QUANTITIES D CALLIFORNIA W TERWORKD ARE IN CE WITH TITLE STANDARD OF22 THE SDE TATE OF CALIFORNIATIONS. FONTANA, 16 FONTANA, CA. 92335 ITEM DESCRIPTION QTY ELECTRIC SOUTHERN CALIFORNIA EDISON CO. ATTENTION: HAL STEWART 0 CONSTRUCT 8" DDC LUMP SUM 7951 REDWOOD AVE. TELEPHONE: (909) 357-6231 SIGNATURE OF DESIGNING ENGINEER RCE NO. AND EXPIRATION DATE DATE FONTANA, CA. 92336 © CONSTRUCT 6" WATERUNE, INCLUDING APPURTENANCES AND THRUST BLOCKS 188 L.F. GAS SOUTHERN CALIFORNIA GAS CO. ATTENTION: DAN RENDLER © CONSTRUCT 6" FIRELINE, INCLUDING APPURTENANCES AND THRUST BLOCKS 172 L.F. SP.O. BOX 97 AN DIMAS, CA. 91773 TELEPHONE: (909) 335-7760 SEWER CONSTRUCTION NOTES: 0 CONSTRUCT PIV & FDC ASSEMBLY, SEE DETAIL LUMP SUM FIRE © CONNECT TO EX. 1" WATER SERVICE FOR DOMESTIC USE LUMP SUM TELEPHONE PACIFIC BELL ATTENTION: LARRY SIGNAIGO THE SEWER LATERAL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 0 CONNECT TO EX. 1" WATER SERVICE FOR IRRIGATION SYSTEM LUMP SUM FIRE PROTECTION SYSTEM REVIEWED 3939 E. CONORADO ST., 2ND FLOOR TELEPHONE: (909) 666-5500 CITY OF FONTANA "CITY STANDARD DETAILS AND PLANS", AND APPROVED DATE ANAHEIM, CA. 92807 LATEST EDITION. 0 CONSTRUCT 6" SUPER FIRE HYDRANT 1 EACH CABLE ADELPHIA ATTENTION: LEWIS MCDONALD THE SEWER LATERAL SHALL BE CONSTRUCTED PER STD. DETAIL 125 AND 125B. 0 CONNECT TO EX. 6" SEWER AND CONSTRUCT 6" SEWER LINE, CLARIFIER, SEE PLUMB. DWG. LUMP SUM 1260 DUPONT ST. TELEPHONE: (909) 390-4738 0 CONSTRUCT 2" WATERLINE, SEE LANDSCAPE PLAN LUMP SUM BY: ONTARIA, CA. 91761 0 CONSTRUCT 1" WATERLINE (DOMESTIC) LUMP SUM SAN BERNARDINO COUNTY FIRE DEPARTMENT • CONSTRUCT MOD. STD. 128, 6" RISER LUMP SUM 12 CONSTRUCT 4" FIRELINE, INCLUDING APPURTENANCES AND THRUST BLOCKS 209 L.F. BENCH MARK: SEAL—ENGINEER REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FO NTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT UNDERGROUND SERVICE ALERT A. J . FR I C K, CIVIL ENGINEER © ADD 4" FIRELINE, REVISE PIV FDC 11-28—os AJF FIRESTATION N0. 79 SO. CALIFORNIA 1992 RANCHO CUCAMONGA, SHOULD CONSTRUCTION OF THE REQUIRED ��FESSI" 41581 JOHNSTON AVENUE NEAR THE INTERSECTION OF SUMMIT AVE. AND 1:Atet7. !" i CALL: TOLL FREE IMPROVEMENTS NOT COMMENCE WITHIN TWO 4.O J. HEMET, CALIFORNIA CHERRY AVE. AND SUMMIT AVE.,CHERRY AVE. AT THE SOUTHWEST 1 EEE OF A 1-800-227-2600 YEARS OF THE DATE OF APPROVAL SHOWN i4 4k- F�/0� ,' (951) 9200 92544 AS—BUILT ONSITE WATER/SEWER PLAN SCALE: AS SHOWN WEST OF THE CENTERLINE OF CHERRY AVE. �'\ HEREON AND CARRIED FORTH INA DILIGENT co vDATE: AND 37 FEET SOUTH OF THE CENTERLINE OF MANNER, THE CITY ENGINEER MAY REQUIRE w �= SUMMT AVE. SET FLUSH ON THE NORTHWEST REVISIONS TO THE PLANS TO BRING THEM ¢ �•�� 1 INTO CONFORMANCE WITH CONDITIONS AND ., � ;.-14---;,,,a____ _ — APPROVED BY: DRAWING NO. CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 �, PREPARED R.C.E. N0. 19128, EXP. 9 30 07 _ FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. (V11- t MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 4UF CI���� 9'w �-� l NAVD 88 — 1508.56 (FEET) TWO WORKING DAYS BEFORE YOU DIG DATE t_ IZ._D3 CITY ENGINEER R.C.E. 51 152 DATE: 2 \-,)F P•w I lJ I. 4-0'1 9 oce(o