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HomeMy WebLinkAboutS_5175_S-~----------------------------------------------------=~-----------------------------====-------------------------------- _, • ' :::r: u <I: LlJ co z 0 I- L'.) z -I-z ::, :::r: LL. 0 u g i! al CITY OF COSTA MESA VICIORIA > <I ST. 0-INDICATES AREA SHOWN ON LOCIITION M/IP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE 0 MANHOLE ~ FIRE HYDRANT D METER BOX ® VALVE ~ COLLEGE ST, POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCK WALL 0 TREE CJO SHRUBBERY J.U. """".l,H .u.4.. ASPHALT PAVEMENT ;:;:;:·;:;:\:)';:) BRICK WALK I --1 CONCRETE ~at««aa BU IL D I NG ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---<i.---CENTERLINE ----s----SEWER LINE -···--W-WATER l lNE ---G---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP-SPRINKLER SYSTEM p STREET LIGHT Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG -U~PP~E~R '· ~ -.¾- J-t~ ':, E, / t'?•' WPO r,,_...~~ BAY I UNl'/ERSJ!Y ABBREVIATIONS CITY OF IRVINE u.c.1. ACP ASBESTOS CEMENT PIPE B,C. BEGIN CURVE c.B. CATCH BASIN i CENTERLINE 0.1.P. DUCTILE IRON PIPE E ELECTRIC E.C. ENO CURVE E,C,R, END CURB RETURN EXIST. EXISTING G GAS G,B, GRADE BREAK INV INVERT ELEVATION M. J • MECHANICAL JOINT P.c.c. POINT or COMPOUND CURVATURE PROP. PROPOSED s SEWER S,C,E, SOUTHERN CALIFORNIA EDISON S,D. STORM DRAIN S.F.M. SEWER FORCE MAIN STA. WATER LINE STATION ST. LT. STREET LICHT ST. STA, STREET STATION TELE TELEPHONE v.c.P. VITRIFIED CLAY PIPE w WATER n ~ i <r 0 i a <r "' a; J .. .. -..: :,: z "' "' .., "' ~ .. "' -::, "' "' z -0 g 0. 0 ~ ~ 900 0 n n 10, RO. 700 PROJECT LOCATION I\!, VISTA LOCATION MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EOISON COMPANY PACIFIC BELL TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT. l COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS 634-0251 AFTER 5:00 PM 634-3129 835-5200 OR 1-800-325-0477 259-4458 AFTER 5:00 PM 611 644-3011 AFTER 5:00 PM 644-3717 962-2411 AM AND PM 542-6222 542-3975 AFTER 6:00 PM 720-4040 1-800-422-4133 UTILITIJE§ DJEP AR TMJENT ' APPROVED: DATE: DEPUTY UTILITIES DIRECTOR R.C.E. 46214 CONSTRUCTION NOTES 0 INSTALL 8" YELOMINE CERTALOK SOR 26 PVC SEWER PIPE, REMOVE INTERFERING PORTIONS OF 6" WS PIPE. ® CORE ORILL EXISTING 4B 10 MH BASE (00 + 1" MIN, 2" MAXI INSTALL NEW 8" YELOMINE AND FILL ANNULAR SPACE WITH DRY PACK MORTAR, G) CONSTRUCT 36" I .D. PRE-CAST MANHOLE PER DETAIL 2 SHT. 2 OF 3. 0 CONNECT TO EXISTING 6" WS PIPE WITH DFW SERIES 56 ECCENTRIC FLEX COUPLING, © © © @ e @ @ @ @ @ @ @ @ @ @ CONSTRUCT POURED-IN-PLACE CONRETE MANHOLE PER DETAIL 3 SHT. 2 OF 3, INSTALL 8" YELOMINE 45 DEGREE SWEEP BEND, SOR 26. INSTALL 8" YELLOMINE 22 1~ DEGREE SWEEP BEND, SOR 26. PROTECT EXISTING SURFACE DRAIN LINES IN PLACE, INSTALL 6" SOR PVC SEWER PIPE. INSTALL 8" SOR 35 PVC SEWER PIPE. INSTALL YELOMINE a·x a·x 6" SDR 26 TEE, SEE DETAIL 2 HEREON. INSTALL SEWER CLEAN OUT COVER. ABS RUBBER STOPPER TYPE, 6" SDR-35 P.v.c. 45' BEND (BELL BY SPIGOT), 6"x 4• SDR-35 P.v.c. WYE BRANCH FITTING (BELL BY SPIGOT BY BELLI, CONNECT EXISTING 4" DRAIN LINE TO 4" WYE WITH 4" SDR-35 MECHANICAL BANDED SEAL CLAMP AND RUBBER REMOVE INTERFERING PORTIONS OF 6" W.S, PIPE. INSTALL 6" SOR 35 45 DEGREE BEND (BELL BY SPIGOT I. INSTALL 8" RUBBER MECHANICAL BENDED SEAL CLAMP, INSTALL YELOMINE 8"x S"x 6" SOR 26 TEE AND RECONNECT EXISTING SERVICE PER DETAIL 1 ON SHEET 3. INSTALL 6" RUBBER MECHANICAL BENDED SEAL CLAMP. BASIS OF BEARINGS: BENCHMARK: O.C,S,B,M. 3K-23-68 ELEV. 8,146 ADJ, 1976 SHEET INDEX S!:ilI 1 2 3 DESCAJPTION TITLE PLAN. PROFILE, AND DETAILS PLAN. PROFILE, AND DETAILS THE BEARINGS SHOWN HEREON ARE -BASED ON THE GRID BEARING FOR THE CENTERLINE OF KINGS ROAD BEING N 74"00'33' W, o.a OF A MILE SOUTHEAST ALNG THE PACIFIC COAST HIGHWAY FROM 1--+---+-------------+--t THE CONCRETE BRIDGE OVERCROSSING OF NEWPORT AVENUE; AT ABOUT THE BEGINNING OF A CURVE IN THE CENTERLINE OF THE HIGHWAY 1--+---+-------------+--t GOING NORTHWEST, 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 62 FEET NORTHWEST OF A FIRE PLUG, SET IN THE 1--+---+-------------+--t NORTHWEST CORNER OF A CONCRETE CATCH BASIN, ABOUT 0.8 OF A CUE UY CESCRIPIION APP'O FOOT HIGHER THAN THE GUTTER, 1----'---'-------------~----t REVISICJIS SE~ GENERAL NOTES 1. THE CONSTRUCTION OF All PUBLIC IWROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANOARDS. STANDARD SPECIAL PROVISIONS. DESIGN CRITERIA. STANDARD DRAWINGS AND THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION', 1991 EDITION ANO SUPPLEMENTS, 2. STATIONING REFERS TO CENTERLINE OF PIPE, 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES, 4. CURB DATA REFERS TO FACE OF CURB, 5. All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL AOJOINING CURBS ANO WALKS. 6, All UNOERGROUNO WORK SHALL BE COWLETED PRIOR TO PAVING OF STREET ANO DRIVEWAYS, 7. PAVEMENT SECTIONS SHOWN ARE MINILUM AND SUBJECT TO REVISION ANO APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COWLETION OF ROUCH GRADING. 8. SEWER, WATER ANO STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ANO IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES, 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS OEPARTl,£NT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644- 3311. THE PUBLIC WCl!KS DEPARTMENT INSPECTOR SHALL ALSO SE NOTIFIED AFTER PLACEMENT OF FORMS ANO PRIDR TO PLACEl.£NT OF ANY CONCRETE FOR CURB & ·GUTTER SO THAT THE FORl.tS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 10. THE WALLS AND rACE or ALL EXCAVATIONS GREATER THAN (51 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS, TRENCHES OR EXCAVATIONS LESS THAN FIVE C51 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 11. THE CONTRACTORCSl SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 10 ABOVE FROM CAL-OSHA, 12. All STORM DRAIN, SEWER ANO WATER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH ST0-106-L. 13. DUCTILE IRON PIPE SHALL BE CLASS 52 ANO SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEl,£NT AS PER SECTION 207-9.6.2 or THE STANDARD SPECIFICATIONS. 14. THRUST BLOCKS SHALL BE INSTALLED ON All WATER MAIN FITTINGS IN ACCORD WITH CITY OF NEWPORT BEACH STD-510-L. 15. WATER MAINS SHALL HAVE A MINILUM OF 30" OF COVER FROM SUBGRADE. 16. All CONCRETE SHALL BE 560-C-3250. 17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH STD-314-L. 18. A,C.P. WITH A □-LOAD OF ONE ANO ONE HALF GREATER THAN REQUIRED FOR R,C.P. MAY BE USED FOR STORM DRAINS. 19. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106, 20. THE FIRE DEPARTMl:NT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES, 21. A FIRE PROTECTION SYSTEM THAT IS ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE INSTALLED BY THE DEVELOPER ANO TESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. 22. All FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS, GASKETS SHALL BE FULL-FACED. CLOTH REINFORCED BUNA-N RUBBER. 23, FLEX ANO TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE All THREADED PARTS ANO JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 24. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS ANO SHACKLE-CLAMP ASSEMBLIES SHALL 8E JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROO, NUTS, BOLTS ANO WASHERS, CLAMPS. SHACKLES ANO OTHER HARDWARE MY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 25, BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COWOUNO. 26. All BOLTED ANO THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA ANO SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH. MATERIAL CONSTRUCTION ANO DIMENSION AS ESTABLISHED BY THE ASTM ANO THE ANSI SPECIFICATIONS. All FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS, /IS-BUILT KINGS ROAO SEWER MAIN REPLACEMENT CITY OF NEWPORT BEACH UTILITIES DEPARTMENT -'i r--; ,-S SHEET 1 OF 3 .' 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