Loading...
HomeMy WebLinkAboutW_5276_S' I CD ~ z I a, m rn " = ru ill " 0 -'° 0 ~ u C> -0 w 3' = 3' u -~ = '", '-w ~ co 3' _,. ' °' w ,-« 3' _,. i = u m ~ '-0 Q ~ w z _,. = C 0 '-~ '" E '-= / > ARMSTRONG GARDEN CENTER 1500 EAST P.C.H. ~CLUB HOUSE DR. VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 POWER POLE MANHOLE ~,~ FIRE HYDRANT 0 METER BOX ---0-VALVE 0 {J{J ...GtL. .tLL. ..&L ..a,,(.., POWER POLE ANCHOR MONUMENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE ~/////////a BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ~--t_--~ CENTERLINE ----S----SEWER LINE -w-WATER LINE ---G-- -GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT T PUBLIC WORKS DEPARTMENT '\ (,.'it:(} APPROVED:--=~(?!~A~/_~ 1 ,,~(,,t,:~JiJJ---~ 1 ~· ;:._I =---=-=---==--=c=-==-=--=c-=-:=---=-=-===----c--.'..-:/0=----=;__7-::---c-~~ PUBLIC WORKS DIRECTOR, RCE 16791 DATE APPROVED: ~hf2~ /0-7-99 UTILITIES MANAGER, RCE 25553 DATE WATER IMPROVEMENT PLAN CONSTRUCTION NOTES INSTALL 6" PVC C9DD CLASS 20D WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD. #5D0-L INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD. #503-L INSTALL WATER MAIN TAP PER CITY OF NEWPORT BEACH STD. #5D7-L INSTALL R.W. GATE VALVE (MJ x FE) PER CITY OF NEWPORT BEACH STD. #508-L @ INSTALL CHECK BACKFLOW PREVENTION ASSEMBLY PER CITY OF NEWPORT BEACH STD. #517-L (J) INSTALL RPP BACKFLOW DEVICE AS DIRECTED BY CITY INSPECTOR. ® REMOVE AND REPLACE ENTIRE PANELS OF SIDEWALK. NO TRENCHES. ® INSTALL THRUST BLOCK PER NEWPORT BEACH STD. 510-L @ INSTALL 8-INCH, 9D" DIP BEND (FE x FE) G}) INSTALL 8 x 6 DIP REDUCER (FE X MJ) @ REMOVE EXISTING 3'-3" MEE OF ACP AND CAP WITH THRUST BLOCK @ INSTALL 8" PVC C900 CLASS 20D WATER MAIN. @ CONNECT NEW 8" PVC TO EXISTING RT TEE. Crouse/Beers & Associates, Inc. Civil Engineering * Surveying * Planning 1700 Hamner Avenue, Suite 104 FOR ARMSTRONG GARDEN CENTER 1500 E. PACIFIC COAST HWY NEWPORT BEACH, CA BASIS OF BEARINGS BENCHMARK ---➔ - THE BASIS OF BEARING HELD FOR THIS PROJECT IS THE CENTERLINE THE BENCHMARK USED FOR THIS PROJECT IS AN ORANGE COUNTY SURVEY'S GENERAL NOTES 1. THE CONS1RUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONS1RUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS1RUCTION, 1994 EDITION ANO SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CON1RACTOR SHALL BE RESPONSIBLE FOR VERIFYlNG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW F AGILITIES. 3. CURB DATA REFERS TO FACE OF CURB. 4. ALL EXPOSED CONCRETIE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TD PAVING OF STREET ANO DRIVEWAYS.7. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTIER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETIE FOR CURB & GUTTIER SD THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITIH EXISTING CONS1RUCTION. THE CON1RACTDR SHALL, ALSO REQUEST INSPECTION FROM THE UTILITIES DIVISION (PETIE ANTISTA OR ED BURT) 48 HOURS PRIOR TO INSTALLATION OF ANY SEWER AND WATIER FACILITIES AT 644-3311. APPROVAL OF ALL WATIER AND SEWER MATIERIALS SHALL BE OBTAINED PRIOR TO INSTALLATION (SHOP DRAWING REVIEW). ALL MATIERIALS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR S1RENGTH, MATIERIAL CONS1RUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL MATIERIALS SHALL BE ACCOMPANIED BY WRITTIEN CERTIFICATION FROM THE MANUFACTURE STATING COMPLIANCE WITH THE APPROPRIATIE SPECIFICATION. 7. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER TIHAN (5) 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 (S) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATIES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTIED. B. THE CDNTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FROM CAL/OSHA. 9. ALL STORM DRAIN, SEWER AND WATIER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH 510. 106-L. 10. P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P.. PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35 OR A S.T.M. F-789. ALL FlTTINGS SHALL BE PREFABRICATIEO FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATIED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. 11. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POL YlETHYLENE ENCASEMENT. AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 12. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATIER MAIN FITTINGS IN ACCORDANC[ Wlm CITY or NEWPORT BEACH STD. 510-L. 13. WATER MAINS SHALL HA VE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 14. ALL CONCRETE SHALL BE 560-C-3250. 15. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. NO. 314~L 16. A.C.P. WITH A D--LOAD OF ONE AND ONE HALF GREATER THAN REQUIRED FOR R_c_p_ MAY BE USED FOR STORM DRAINS. 17. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTIED AFTIER CLEANING, AIR TESTING AND MANORILLING. ALL VIDEO INSPECIION SHALL BE PlRFORMED BY Tl➔E CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATIE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. 18. THE WATER SERVICE LATERALS SHALL REMAIN A MINIMUM OF 18-INCHES BELOW GRADE ANO LAID FLAT UNTIL THE CONCRETIE CURB AND GUTTER HAS BEEN CONSTRUCTIED. AFTER COMPLETION OF THE CURB AND GUTTIER, THEN THE WATER SERVICES CAN BE BENT l'o1Tl ➔ AN APPROVED BENDER AND ADJUSTED TO THE FINISHED SURFACE WITH METER BOXES, WHEN GRADING FOR SIDEWALK IS COMPLETIED AND READY FOR CONCRETIE. 19. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STIEEL NUTS, WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED NYlLON CLOTH REINFORCED BUNA-N RUBBER. 2D. FLEX "TRANSITIONS COUPLINGS USED TO JOIN PIPE IN WATIER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STIEEL. 21. PIPE HARNESS ASSEMBLIES, VALVE, FITTING RES1RAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STIEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATIE, BUT MUST BE COATIED LIBERALLY WITH CORROSION PROTIECTIVE MASTIC COMPOUND. 22. BOLTIED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STIEEL SHALL HAVE THREADED PARTS COATED LIBERALLY l'o1TH AN APPROVED ANTI-CEASE COMPOUND. 23. MINIMUM 10-GUAGE TRACING WIRE, INSULATED AND TAPED TO PIPE, SHALL BE PLACED ON TOP OF ALL PVC WATIER MAIN. WIRE SHALL PROJECT ON OUTSIDE OF VALVE RISER WITH A MINIMUM OF 18-INCHES EXTRA WIRE LENGTH, PER THE DIRECTION OF THE CITY. 24 THE CON1RACTOR SHALL NOTIFY THE FIRE DEPARTIMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYlORANTS AT 644-3106. 25. lHE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 26. 1HAT A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FlRE DEPARTMENT BE INSTALLED BY THE DEVELOPER AND TIESTED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATIERIALS OR START OF ANY STRUCTURAL FRAMING. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHER~ CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION CITY OF NEWPORT BEACH NUMBERS 634-0251 895-D221 • 611 644-3D11 962-2411 542-6222, 542-3975 AFTER 6: DO PM DIAL TOLL FREE 1-800-422-4133 Norco, Co. 91760 (909) 736-2040 Fax (909) 736-5292 OF PACIFIC COAST HIGHWAY PER ORANGE COUNTY SURVEY'S CONTROL NET POINTS #S 6294 TO 629D. (AVOCADO AVE. TO IRVINE TERR.) BM #3K-46-91. A BRASS DISK ON THE W'L Y CORNER OF A CATCH BASIN AT THE NORTHEASTERLY CORNER OF THE INTERSECTION OF THE PACIFIC COAST THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. 1 AT LEAST TWO DAYS BEFORE YOU DIG ({J-~-o// 1-,;~~~~cd:~~~~';;!-~:c;-;:~-;Ec;-X;;:P;-_ -:1°"2'3"'1;-/,,:::0:;-1--...!..'.'.:;;D;A:;,TE~...1_--I BEARING = N 49• 45' 09" W HIGHWAY AND NEWPORT CENTER DRIVE. ELEV = 95.484 FT APPROVED /0 . k-, . ,,__, DATE DWG. NO. lo _tj~"I APPROVED S ENGINEER -~ E ' SHT 1 OF 2 I ' • ._uN·O-[R.GR·O-UN·O·S·ER·VI.C[-AL.[R·T·OF-SO·U·TH-[R·N·C·AU·F-OR·N·IA.._ ________________ __.._o_R_A_w:_N_B_Y_:_J_E_K __ c_H_E_c_K_E_o_B_Y_:_R_M_B...l_o_A_r._E_: _1_0.;,/_6.;/_99 __ _._ ___________ ,. ___________ ... _________________________ ...., ___ ..,:. _ _,;~-------------~-....1--------..1-', '' \ . ' • \ -~ ~ .,, ~ 1-1. J ·: /.;,.,;._ .; • = ~ X "' "' QC U7 0 -- '° = ~ u u n ru 3 = "" n ru ~ r ml '-'" ~ ro 3' ·, -a; w ~ """ "' -• ~ u CD ~ '-0 = "' ru z -= C 0 '-~ m E L " -> DI --------,---------- f17 111 111 EXISITING 6"_ W GATE VALVE ~ c:---- EXISTING a:::: ____ -L 17\ I I .:'.._ ~ 3'-3" STUB EXISITING _J TIHRUST BLOCK T DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALJrDRNIA '-... '-... '-... ' ' DETAIL "A" SCALE 1 "=4' PROPOSED EXIST. BLDG. '-... '-... '-... SEE DETAIL "A" HEREON '-... '-... '-... '-... ' ~ PL PUBLIC PRIVATE EX. HYDRANT '-... '-... " r------------17'----------,.~3' PROPOSED CURB AND GUTTER Crouse/Beers & Associates, Inc. Civil Engineering * Surveying * Planning 1700 Hamner Avenue, Suite 104 Norco, Ca. 91760 (909) 736-2040 Fax (909) 736-5292 ORA WN BY: JEK CHECKED BY: RMB DAT[: 10/6/99 ' ' I '-., '-., '-., '-., '-., ~ BASIS OF BEARINGS THE BASIS OF BEARING HELD FOR THIS PROJECT IS THE CENTERLINE '-., '-., ;, T~ fO '\. '-., ·, ",:,, " ,. • ,'•, '·, ,_ '\'· '• ·, ',.·,, • .. BENCHMARK :~P,•> t"_-; / / THE BENCHMARK USED FOR THIS PROJECT IS AN ORANGE COUNTY SURVEY'S OF PACIFIC COAST HIGHWAY PER ORANGE COUNTY SURVEY'S CONTROL BM #3K-46-91. A BRASS DISK ON THE W'LY CORNER OF A CATCH BASIN AT (AVOCADO AVE. TO IRVINE TERR.) THE NORTHEASTERLY CORNER OF THE INTERSECTION OF THE PACIFIC COAST HIGHWAY AND NEWPORT CENTER DRIVE. ELEV = 95.484 FT G) @ ® @ ® ® (J) ® ® @ GJ) @ @ @ @ @ ® D"'- _ / ~ --•~ -., - . ~ - • ' ,',_ -': ... , 0 10 20 40 60 SCALE' 1 "= 20' CONSTRUCTION NOTES INSTALL 6" PVC C900 CLASS 200 WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD. #500-L INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD. #503-L INSTALL WATER MAIN TAP PER CITY OF NEWPORT BEACH STD. #507-L INSTALL R.W. GATE VALVE (MJ x FE) PER CITY OF NEWPORT BEACH STD. #508-L INSTALL CHECK BACKFLOW PREVENTION ASSEMBLY PER CITY OF NEWPORT BEACH STD. #517-L INSTALL RPP BACKFLOW DEVICE AS DIRECTED BY CITY INSPECTOR. REMOVE AND REPLACE ENTIRE PANELS OF SIDEWALK. NO TRENCHES. INSTALL THRUST BLOCK PER NEWPORT BEACH STD. 510-L INSTALL 8-INCH, 90' DIP BEND (FE x FE) INSTALL 8 x 6 DIP REDUCER (FE X MJ) REMOVE EXISTING 3'-3" MEE OF ACP AND CAP WITH THRUST BLOCK INSTALL 8" PVC C900 CLASS 200 WATER MAIN. CONNECT NEW 8" PVC TO EXISTING RT TEE. REMOVE EXISTING DRIVE APPROACH CONSTRUCT NEW DRIVE APPROACH PER CAL TRANS STANDARD f'LPIV NtJ. A87 CONSTRUCT NEW SIDEWALK, CURB AND GUTTER PER CALTRANS STANDARDS, PER SEPARATE PERMIT CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED .L.?:c..'~· ~g~~~---~-~;:....-- GINEER • l 0.-lc:, ·C\°\ DATE ' DWG. NO. Ir-St SHT 2 Of ·,2 i.