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Home My WebLink About5036-2L CEMERAL MOTE& A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING FACILITIES, WHICH ARE TO REMAIN IN PLACE, FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ENGINEER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. B. LOCATION OF EXISTING PIPING AND EQUIPMENT IS BASED ON RECORD DRAWINGS AND FIELD INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING PIPING AND EQUIPMENT THAT CONFLICTS WITH CONSTRUCTION AND REMOVE AND REPLACE AS REQUIRED. AFTER CONSTRUCTION IS COMPLETE, EXISTING PIPING SYSTEMS SHALL BE RETURNED TO THE SAME OR BETTER CONDITION THAT AS BEFORE. ALL FIELD RELOCATION OF EXISTING PIPING SHALL BE RECORDED ON RECORD DRAWINGS. IN AREAS WHERE GAS PIPING IS LOCATED, CONTRACTOR SHALL POTHOLE AND LOCATE GAS PIPING BEFORE EXCAVATION OF THE AREA. C. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING STRUCTURES OR OTHER EXISTING IMPROVEMENTS TO REMAIN. CONTRACTOR SHALL ALSO PROVIDE ALL NECESSARY BRACING, SCAFFOLDING OR OTHER MEASURES NECESSARY FOR CONSTRUCTION. D. REMOVAL, ABANDONMENT OR TEMPORARY RELOCATION OF EXISTING PIPES OR UTILITIES SHALL BE SCHEDULED WITH THE ENGINEER TO AVOID UNNECESSARY DISRUPTION OF PLANT OPERATIONS. E. ELEVATIONS SHOWN ARE BASED UPON THE AS -BUILT DRAWINGS. CONTRACTOR SHAD_ FIELD VERIFY AND ADJUST ELEVATIONS AS REQUIRED TO MAINTAIN DIMENSIONAL RELATIONSHIPS DEPICTED IN DRAWINGS. F. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING AN AIR MONITORING PROGRAM WHILE WORK IS BEING PERFORMED ON, IN OR ADJACENT TO ANY OF THE ENCLOSED SPACES. THE CONTRACTOR SHALL COMPLY NTH CAL -OSHA AND ALL OTHER LOCAL AGENCY REQUIREMENTS. G. CONTRACTOR SHALL RESTORE ALL EXISTING PAVED AREAS, GUARDRAILS AND HANDRAILS DISTURBED DURING CONSTRUCTION INCLUDING INSTALLATION OF PIPELINES, DRAINS AND ELECTRICAL DUCTS TO ORIGINAL CONDITION. CURB AND GUTTER, AREA DRAINS, AND ALL SITE DRAINAGE AFFECTED BY THE WORK SHALL BE RETURNED TO THE SAME OR BETTER CONDITION AFTER WORK IS COMPLETED. H. THE CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO CORRECT GRADE UPON COMPLETION. THIS SHALL INCLUDE REPLANTING OF TREES OF COMPARABLE SIZE TO EXISTING (MIN. 36" BOX) FOR ANY DESTROYED BY THE PROJECT, WITHIN 45 DAYS OF COMPLETION. I. THE CONTRACTOR SHALL COMPLY WITH STATE DEPARTMENT OF HEALTH SERVICES CRITERIA FOR THE SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWERS AS SET FORTH IN SECTION 64630, TITLE 22 OF THE CALIFORNIA ADMINISTRATIVE CODE. J. ADJUST ALL MANHOLES, VALVE BOXES AND PULL BOXES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR DIRECTED. MANHOLES IN OPEN, UNPAVED AREAS SHALL BE SET SIX (6) INCHES ABOVE GRADE. K. THE CONTRACTOR SHALL GIVE TWO 2 WEEKS ADVANCE NOTICE TO OPERATIONS FOR ANY SHUTDOWN(S) OF EQUIPMENT AND 72 HOURS PRIOR TO SHUTDOWN CONTRACTOR SHALL AGAIN NOTIFY OPERATIONS. (SEE SPECIAL CONDITIONS) L THE CONTRACTOR SHAD_ SCHEDULE HIS WORK TO CONTINUOUSLY MAINTAIN PLANT OPERATIONS AND SHALL NOT UNDULY RESTRICT PLANT ACCESS OR CIRCULATION. M. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY CONVENIENCES FOR THE USE OF ALL PERSONS AT THE CONSTRUCTION SITE OF THE WORK. SUCH CONVENIENCES SHALL INCLUDE CHEMICAL TOILETS OR WATER CLOSETS LOCATED AT APPROPRIATE LOCATIONS. AT COMPLETION OF THE WORK ALL SUCH CONVENIENCES SHALL BE REMOVED AND THE SITE LEFT IN SANITARY CONDITION. N. THE CONTRACTOR SHALL FURNISH POTABLE WATER FOR A DRINKING SOURCE OTHER THAN THE EXISTING PLANT UTILITY WATER SUPPLY, WHICH SHALL MEET ALL THE REQUIREMENTS OF THE COUNTY AND STATE HEALTH DEPARTMENTS. CONTRACTOR SHALL ALSO SUPPLY AMPLE SIGNS THROUGHOUT THE WORK SITE AREA ADVISING HIS EMPLOYEES THAT THE PLANT WATER IS NOT POTABLE. 0. THE CONTRACTOR SHALL PROVIDE AT HIS OWN COST ALL ELECTRICAL POWER NECESSARY FOR CONSTRUCTION, TESTING, GENERAL AND SECURITY LIGHTING AND ALL OTHER PURPOSES, WHETHER SUPPLIED THROUGH TEMPORARY OR PERMANENT FACILITIES. P. THE CONTRACTOR SHALL NOTE THAT THERE MAY BE OTHER PROJECTS UNDER CONSTRUCTION AT THIS SITE AND/OR A NEARBY SITE. CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS PRESENT ON THE SITE DURING THE COURSE OF CONSTRUCTION. Q. CONTRACTOR SHALL REPLACE ALL ASPHALT CONCRETE PAVEMENT AS SHOWN IN DETAIL 'A', HEREON. Zig • 3 N A. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. = MINIMUM COVER SHALL BE 3'-0* UNLESS OTHERWISE SHOWN. B. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND o 0 FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT c RUN OF PIPE. C. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ,° MAXIMUM SPACING SHALL BE AS SPECIFIED : D. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL Q v c Underground Service Alert 3 w o Call: TOLL FREE t` 1-800 227-2600 0 j' Two WORKING DAYS BEFORE YOU DRG 0 0 L a. � REV DATE I BY I DESCRIPTION DESIGNED BY: T. Renner DRAWN BY: C. Buzoni CHECKED BY: M. Thornton A GEAER4L MW MOTES CGbiIVT.J� E. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHOWN ON DRAWINGS BELOW GROUND SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR THE TEST PROCEDURES SPECIFIED. F. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED IN THE PROJECT. G. ALL PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT FLANGED, WELDED GROOVED END OR SCREWED PIPING, SHALL BE PROVIDED WITH THRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESS OTHERWISE NOTED. H. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. I. UPON APPROVAL BY THE ENGINEER, ALL PIPELINES SHOWN ON DRAWINGS TO BE ABANDONED SHALL BE PROPERLY CUT AND PLUGGED WITH NON-METALLIC GROUT OR CEMENT CONCRETE. C 0A6*7R 71Ci1N MOTE& �1 CONSTRUCT POLYETHYLENE ENCASED 30" AND 24", PRESSURE CLASS 200, DUCTILE IRON PIPE (DIP) AND FITTINGS, BEDDING, TRENCH REPAIR, ASPHALT CONCRETE PAVEMENT, AND PCC PAVEMENT PER DETAIL 'A', HEREON. O2 CONSTRUCT POLYETHYLENE ENCASED 30" AND 24", PRESSURE CLASS 350, DUCTILE IRON PIPE (DIP) AND FITTINGS, BEDDING, TRENCH REPAIR, ASPHALT CONCRETE PAVEMENT, AND PCC PAVEMENT PER DETAIL 'A', HEREON. O CONSTRUCT 2-5" POLYVINYL CHLORIDE (PVC) CONDUIT AND FITTINGS, BEDDING, TRENCH REPAIR, ASPHALT CONCRETE PAVEMENT, AND PCC PAVEMENT PER DETAIL 'A', HEREON. O4 CONSTRUCT 2-42" STEEL CASINGS (0.563 INCH MINIMUM THICKNESS, RESPECTIVELY). O5 CONSTRUCT 36" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) SEWER, BEDDING AND TRENCH REPAIR PER DETAIL 'A', SHEET 2. O6 CONSTRUCT AIR VAC/RELEASE SYSTEM, SIZE AS NOTED. �7 CONSTRUCT 8' MANHOLE PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN NO. 200-2. O CONSTRUCT BALLARD. O CONSTRUCT 4' x 4' PRECAST CONCRETE HANDHOLE/PULLBOX, HS -20 RATED, WITH 4" MINIMUM WALL THICKNESS, OLDCASTLE PRECAST OR APPROVED EQUAL 10 CONSTRUCT PIPE CAP. 11 REMOVE AND REPLACE EXISTING CURB AND GUTTER, SIDEWALK, CONCRETE BUS BAY, ROCK SWALE, LANDSCAPING, AND IRRIGATION IN CONNECTION LOCATION. LEGOVISMASOL& EXISTING FIRE HYDRANT k-- EXISTING WATER VALVE Pa - STA. 67+00.00 EXISTING POWER POLE Nil B EXISTING MAILBOX "I E EXISTING WATER METER - STA. EXISTING EDGE OF PAVEMENT EXISTING TREE L08 EXISTING SHRUB - EXISTING STREET LIGHT ro a EXISTING MANHOLE 11 OF 12 EXISTING SURVEY CONTROL R/W EXISTING RIGHT-OF-WAY - STA. PROPOSED SEWER O PROPOSED MANHOLE L10 PROPOSED LATERAL OU UTILITY INTERFERENCE FLAG (APPROXIMATE LOCATION OF INTERFERENCE WITH TYPE OF UTIUTY INDICATED BY. W -WATER; G -GAS; T -TELEPHONE; SD -STORM DRAIN; S -SEWER; E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION; FO -FIBER OPTIC; U -UNKNOWN UTILITY). RAW OF BEAMYO CENTERLINE OF SAN BERNARDINO AVENUE BETWEEN MULBERRY AVENUE AND CALABASH AVENUE BEING N89'27'11 "E PER PARCEL MAP 16903, RECORDED IN PARCEL MAP BOOK 208, PAGES 68 THROUGH 71, RECORDS OF SAN BERNARDINO COUNTY. 1" IRON PIPE, TAGGED SAN BERNARDINO COUNTY SURVEYOR, PER SURVEY CONDUCTED BY ASSOCIATED ENGINEERS IN AUGUST 1997. LOCATED AT THE CENTERLINE INTERSECTION OF SAN BERNARDINO AVENUE AND CALABASH AVENUE. ELEVATION: 1064.21' V V A 0.69984 Exb.9-30-08 / &b, �,Vlti �_OF CAL) - DATE: 04/07 PREPARED BY: DATE: 04/07 TKE Engineering, Inc. DATE: 04/07 4446 Central Avenue Riverside, Ca. 92506 RING (951) 680-0440 REVIEWED BY: I.E.UA Mir T. Fattahi, P.E. DATE: APP'D Project Manager ERE NCE ON] 'r GENERAL 1 OF 12 G01 COVER SHEET 2 OF 12 CO2 GENERAL NOTES, CONSTRUCTION NOTES, AND DRAWING LIST CIVIL 3 OF 12 L01 FORCEMAIN PLAN/PROFILE STA. 8+56f - STA. 19+00.00 4 OF 12 L02 FORCEMAIN PLAN/PROFILE STA. 19+00.00 - STA. 29+00.00 5 OF 12 L03 FORCEMAIN PLAN/PROFILE STA. 29+00.00 - STA. 39+00.00 6 OF 12 L04 FORCEMAIN PLAN/PROFILE STA. 39+00.00 - STA. 49+00.00 7 OF 12 L05 FORCEMAIN PLAN/PROFILE STA. 49+00.00 - STA. 59+00.00 8 OF 12 L06 FORCEMAIN PLAN/PROFILE STA. 59+00.00 - STA. 67+00.00 9 OF 12 L07 FORCEMAIN PLAN/PROFILE STA. 67+00.00 - STA. 77+00.00 10 OF 12 L08 FORCEMAIN PLAN/PROFILE STA. 77+00.00 - STA. 88+00.00 11 OF 12 L09 FORCEMAIN PLAN/PROFILE STA. 88+00.00 - STA. 96+49.96 12 OF 12 L10 CONSTRUCTION DEETAILS U71I7Y MOT/:CA7M L/ST CITY OF FONTANA CUCAMONGA VALLEY WATER DISTRICT FONTANA WATER COMPANY PUBLIC WORKS DEPARTMENT ATTENTION: TED MUNSON/HUGO BORJA ATTENTION: LUIS MONTENEGRO ATTENTION: CURTIS AARON P.O. BOX 638 P.O. BOX 6010 16489 ORANGE WAY RANCHO CUCAMONGA, CA EL MONTE, CA 91734-2010 FONTANA, CA 92335 91729-0638 (626) 448-6183 (909) 350-6760 (909) 987-2591 SOUTHERN CALIFORNIA GAS COMPANY MWD METROPOLITAN WATER ATTENTION: RON SILVER DISTRICT OF SOUTHERN CALIFORNIA P.O. BOX 2300 ATTENTION: KATHY MEYER CHATSWORTH, CA 91313-2300 P.O. BOX 54153 (818) 701-4536 LOS ANGELES, CA 90054-0153 (213) 217-7663 SOUTHERN CALIFORINA EDISON COMPANY FACILITIES MAPPING, BLDG. D PRAXAIR, INC. ATTENTION: KIMBERUE GURULE HYDROGEN OPERATIONS P.O. BOX 11982 ATTENTION: CURTIS STUBBINGS SANTA ANA, CA 92711-1982 5705 EAST AIRPORT DRIVE (714) 796-9932 ONTARIO, CA 91761 (909) 974-5105 COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS TIME WARNER TELCOM FLOOD CONTROL ATTENTION: BART VANWEY 825 EAST THIRD STREET 3281 GUASTI ROAD, STE. 350 SAN BERNARDINO, CA 92415-0835 ONTARIO, CA 91761 (909) 387-7995 (909) 456-3652 UNDERGROUND SERVICE ALERT (800) 227-2600 PACIFIC BELL ATTENTION: JAMES ZIELINSKI 1265 VAN BUREN STREET, RM. 180 ANAHEIM, CA 92807 (714) 666-5415 SAWCUT OR COLD PLANE FOR TRENCHING. 2' OR LESS FROM 2" MIN. SAWCUT OR COLD EDGE, REMOVE AND TRENCH /PLANE 1' FROM TRENCH CUTS. INCLUDE IN REPAIR. i / A.C. PAVEMENT TO BE 4" - MIN. AND 1" THICKER THAN EXISTING. TOP 1"-2" TO BE PER SECTION 8.5 OF COUNTY SPECIFICATIONS. INLAND EMPIRE UTILITIES AGENCY A Municipal Water District LOCATION MAILING ADDRESS 6075 Kimball Avenue Post Office Box 9020 Chino, California 91710 Chino Hills, California 91709 Telephone (909) 993-1600 CLASS II BASE, MATCH EXISTING THICKNESS OR 4" MIN. IN ACCORDANCE WITH COUNTY SPECIFICATIONS. COMPACTED TO 95% MINIMUM RELATIVE COMPACTION. TRENCH BACKFILL INS `� d ACCORDINANCE WITH COUNTY SPECIFICATIONS .. » 5" CONDUIT COMPACTED TO 90% RAW MINIMUM RELATIVE COMPACTION. = ......... ..... ............ ............ ............... . ».....................-••••.............. . 2 . 6" -- N . ... . _ ..............:................ .. . .. :...._:_:--C---:::-:::• ••.:::.:::.:: 24" FORCEMAIN 30" FORCEMAIN,.'.'.'.'.'.'- - ......•. ...... PIPE ZONE BACKFILL, 1" MAXIMUM SIZE IN ACCORDANCE id% WITH COUNTY SPECIFICATIONS. ................ .•.-.. COMPACTED TO 90% MINIMUM .:.. 6" '.. . . . . . . : . ................ RELATIVE COMPACTION. 12» 12" !—` PROVIDE UNIFORM BEARING FOR PIPE ON BOTTOM OF TRENCH. DETAIL 'A': N.T.S. SAN BERNANDINO AVENUE AND FILE NUMBER JOB NUMBER ETIWANDA AVENUE SEWER FORCE MAIN SCALE N/A GENERAL NOTES, CONSTRUCTION NOTES, GRAPHIC SCALE .. AND DRAWING LIST OWNER NAME DATE G-2 SHEET NO. 2 12 DRAWING NO. " 50 3�