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HomeMy WebLinkAboutW_5223_S( -91 PROJECT ~ r.r.c. LAGUNA BE.lr:H LOCATION MAP VICINITY MAP LEGEND c,0<1-----FIRE HYDRANT ® -----WATER VAI..Vf. ► -----lHRUST BLOCK NO SCA! E !:;::I _____ EXISTING PULL BOX -IOI------EXISTING FIRE HYDRANT ------PROPOSED UTIUlY IMPROVEMENT --E--EXISTING UTIUlY l ~-, ----EX. BUS STOP SHaTER ~ TURF BLOCK PAVING - ABBREVIATIONS ACP ASBESTOS CEMENT PIPE ASPH ASPHALT BLVD BOULEVARD BFV BUTTERFLY VAI..Vf. CAlV CABLE TEL.£VISION LINE CNB CITY OF NEWPORT BEACH COi CITY OF IRVINE DIP DUCTILE IRON . PIPE E ELECTRICAL EXIST. EXISTING FE FLANGED END FH FIRE HYDRANT FL FLOW LINE F'S FINISH SURFACE HORIZ HORIZONTAL HWY HIGHWAY INV INVERT MJ MECHANICAL JOINT PB PULL BOX pt POINT PVC POLY VINYL CLORIDE RD ROAD Stlt STREET LIGHT SCE SOUTHERN CALIFORNIA EDISON CO. SJHTC SAN JOAQUIN HIUS TRANSPORTATION CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG NOllCE TO CONTRACTOR STD T TPMH TS UB -vc w CORRIDOR STANDARD TaEPHONE TaEPHONE MANHOLE TRAFFIC SIGNAL UTIUlY BOX VAI..Vf. CONTROL WATER PURSUANT TO ASSEMBLY BILL 3019 NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY I.D. NUMBER FROM "UNDERGROUND SERVICE ALERT" (1-800-422-4133) AT LfAST 1WO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. EMERGENCY T-ELEPHONE NUMBER LmUJY/AGENcy UNDERGROUND SERVICE ALERT IRVINE RANCH WATER DISTRICT (IRWD) COUNTY OF ORANGE (INSPECTION) SOUTHERN CALIFORNIA GAS COMPANY (SCG) PACIFIC BELL (PACBELL) SOUTHERN CALIFORNIA EDISON CO. (SCE) METROPOLITAN WATER DISTRICT (MWD) ORANGE COUNTY WATER DISTRICT (OCWD) CABLE CO, COMCAST CITY OF NEWPORT BEACH CONTACT (800) 422-4133 DICK AARVERG ANGIE WINTERS CHRIS CAR1WRIGHT MARKO BUNTICH BOB DROESBEKE LARRY HALL MICHAEL SINACORI J.N. 252-05 01 /20/95 12: 55: 51 FILE = I: \ACADDATA \345.05\EXHIBITS\NEWPORT\12WL T01 PHONE NUMBER (800) 422-4133 (714) 453-5740 (714) 834-3558 (714) 634-0251 (714) 259-4478 (714) 895-0246 (213) 250-6679 (714) 378-3212 (714) 721-6226 (714) 644-3011 DATE PUBLIC WORKS DEPARTMENT FORD ROAD. WATER MAIN RELOCATION APPROVED: <SJHTC 01r1# • 3532) DATE: PUBLIC 'MlRKS DIRECTOR R.C.E. 16791 DATE: r:-+f-cL, ~ ._.e,;k IUTIUTIES DIRECTOR R.C.E. 38799 CONSTRUCTION NOTES 0-FURNISH AND INSTALL 12" DIP, CLASS 52, 1RENCHING, BEDDING AND BACKFILL PER STD 105-L & 106-L ~ FURNISH AND INSTALL 12" BFV (MJ x MJ) ~ PER STD 508-L WITH VAI..Vf. ANCHOR PER STD 506-L. (';\_ FURNISH AND INSTALL A<:S' ROUGl-f BARREL X CL52 ~ . . DIP 1RANSITION COUPLING, INCLUDING 1RENCH RESURFACING PER CNB STD-105-L (AS REQUIRED AT JOIN) 0-FURNISH AND INSTALL THRUST BLOCK, PER STD 510-L. ©-INSTALL WET BARREL FIRE HYDRANT 6"x4"x4"x2 1/2" PER SlD 500-L. @-12"x12·xe· 1EE (MJ X MJ X FE) ®-6" RESILIENT WEDGE GATE VALVE (MJ X FE) ©-RELOCATE EXISTING WATER METER AND INSTALL 2" WATER METER SERVICE CONNECTION PER SlD 503-L. 0-FURNISH AND INSTALL 12" (MJ X MJ) 22.5" BEND. 8 DEFLECT TO NEW ALIGNMENT OVf.R 54' ~~t~3ER::Ee'fc-m--NB'I-M::IGNl,18'fF--8',ER-,n-' & 9 DISPOSITION OF EXISTING UTILITY (ITEM AS INDICATED) PER SEPARATE IMPROVf.MENT PLAN: FORD ROAD EXTENSION AND REALIGNMENT, COi PROJECT NO. 14191-MC @-REMOVf. AND DISPOSE EXISTING WATER SERVICE @-REMOVf. AND DISPOSE INTERFERING PORTION OF EXISTING 12" ACP Q_ REMOVf. AND SALVAGE EXISTING FIRE HYDRANT AND RElURN TO CNB ~ UTILITY DEPARTMENT. REMOVE AND DISPOSE EXISTING LATERAL 13 ABANDON EXISTING 12" ACP, PLUG END WITH CONCRETE. RJRNISli _ AND INS'T.'1!. GRASSGRaE PAA'ING SEE SPECIAL PRO'JISIONS ,..._ sce=nON A A (SI IEET 2 OF 2) FOR MAlERIAL AND 60N51RUC'll0N ill s>EGIAGttrTION ~ PROTECT EXISTING (ITEM AS INDICATED) @-FURNISH AND INSTALL 2" WATER SERVICE CONNECTION PER APPLICABLE PORTIONS OF CNB STD-503-L AND RECONNECT TO EXISTING SERVICE LINE. GENERAL NOTES 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE LOCATION AND DEPTH OF ALL UTIUTIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED BY OR AFFECT THE WORK. HE SHALL ALSO DETERMINE THE TYPE, MATERIAL AND CONDmON OF THESE UTIUTIES, IN ORDER TO PROVIDE SUFFICIENT LEAD TIME TO RESOLVf. UNFORSEEN CONFLICTS, ORDER MATERIALS AND TAKE APPROPRIATE ME'ASURES TO ENSURE THAT THERE IS NO DELAY IN WORK. 2. AN EARNEST EFFORT HAS BEEN MADE TO DETERMINE THE EXISTENCE OF UTIUTIES AT THE SITE OF THE WORK FROM RECORDS OF THE OWNERS OF KNOWN UTIUTIES IN THE VICINITY OF THE WORK. THE POSmON OF THESE UTIUTIES AS DERIVED FROM SUCH RECORDS ARE SHOWN ON lHE PLANS. THE SERVICE CONNECTIONS TO THESE UTIUTIES ARE NOT SHOWN ON lHE PLANS. lHE CONTRACTOR SHALL MAKE HIS OWN INVf.STIGATIONS, INCWDING EXPLORATORY EXCAVATIONS TO DETERMINE lHE LOCATIONS OF EXISTING SERVICE LATERALS OR APPURTENANCES WHEN THEIR PRESENCE CAN BE INFERRED FROM THE PRESENCE •OF OTHER VISIBLE FACIUTIES, SUCH AS BUILDINGS OR METER BOXES. 3. EXISTING WATER MAINS, VALVf. FITTINGS, FIRE HYDRANTS, ETC. THAT ARE REMOVED BY THE CONTRACTOR SHAl..l BE DETERMINED BY THE ENGINEER, REMAIN lHE PROPERlY OF lHE CITY. THE CONTRACTOR SHAl..l DELNER THESE MATERIALS TO THE CITY UTIUTIES YARD AT 949 W. 18TH STREET. 4. CONTRACTOR RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL AC PIPE. 5. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHAl..l CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE •STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDmON AND SUPPLEMENTS. 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 8. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO RE.VISION AND APPROVAi.. OF THE CITY AS REQUIRED BY SOIL IESIS TAKEN AFTER COMPLFJlON OF ROUGH GRADING. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTIUTIES DEPARTMENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 664-3311 FOR PUBLIC WORKS AND 644-3D11 FOR UTIUTIES DEPARTMENTS. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABIUlY WITH EXISTING CONSTRUCTION. 10. THE WAI..LS AND FACE OF ALL EXCAVATIONS GREATER 1HAN FIVf. (5) FEET IN DEPTH SHALL BE EFFECTIVaY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. 1RENCHES OR EXCAVATIONS LESS THAN FIVf. (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 1RENCH WORK AS DESCRIBED IN . NO. 10 M30Vf. FROM CAL-OSHA. BENCH MARK BASIS OF BEARINGS OCBM 3DD 4 70 ABOUT 0.2 OF A MILE NORTHEAST AI..ONG THE BONITA CANYON ROAD, FROM lHE INTERSECTION OF COYOTE CANYON ROAD: 186 FEET SOUTHWEST OF THE CENTER OF A BELL SYSTEM TELEPHONE COMPANY MANHOLE COVER, 75 FEET SOUTHEAST OF lHE lHE BEARING OF S 01"03'29.35" W AI..ONG THE LINE BElWEEN GPS NO. 305 AND GPS NO. 49 AS SAID LINE IS SHOWN ON A MAP FILED IN BOOK 129 PAGES 46, 47, & 48 OF RECORDS OF SURVEY MJS REVISED ALIGNMENT, RELOCATE TD CENTERLINE OF BONITA CANYON ROAD, 5 FEET NORTHEAST OF A POWERPOLE NUMBER 18616420E, IN lHE TOP OF A IN lHE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA WAS USED /tS lHE BASIS OF BEARINGS FOR lHESE PL.ANS. BIKE TRAIL CONCRETE POST, 0.2 OF A FOOT ABCNf. lHE GROUND AND ABOUT LEVEL WITH THE CENTER OF BONITA CANYON ROAD, BY DESCRIPTION APP'D. WITNESSED BY A STEEL POST, 1 FOOT NORTHEAST. REVISIONS ELEVATION 200. 173 ADJ. 1976 UPPER NErPORT BAY NEJfPORT BEACH \ \ UNIVERSITY OF CALIFORNIA fRVJJ{Z CAJ/PUS \~PROJECT LOCATION ' N I LOCATION MAP NO SCA! E INDEX OF SHEETS 1 TITLE SHEET 2 PLAN AND PROFILE 12. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STANDARDS 13. DUCTILE IRON PIPE SHALL BE Cl.ASS 52 AND SHALL HAVf. AN 8 Mil LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 14. lHRUST BLOCKS SHAl..l BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-510-L. 15. WATER MAINS SHALL HAVf. A MINIMUM OF 3C:I' OF COVER FROM SUBGRADE. 16. lHE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AT 644-3106 48 HOURS IN ADVANCE OF SHUTT1NG OFF ANY HYDRANTS. 17. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 18. EXISTING UNDERGROUND UTIUTIES ARE SHOWN loS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACIUTIES. 19. WATER LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 20. ALL CONCRETE SHALL BE 560-C-3250. 21. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORD WITH CITY OF NEWPORT BEACH STD-314-L. 22. ALL ~GED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 23. FLEX AND TRANSmON COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVf. ALL THRE'ADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 24. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHAI..L BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY 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 SHALL HAVf. lHREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CE'ASE COMPOUND. 26. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY lHE ASTM AND lHE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM Tl-IE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 27. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. IWA ENGINEERSUlffl~ 17390 BROOKIIURST filRl!ET, SUITE 100 FOUNTAIN VALLEY, CALIFORNIA 92708 ~=~ "'~ ,,:~: k¥"-W-5223-S SHT 1 OF 2 ~-s. ~ ~ f: c; 2 I ;j I I ,. I J .t I •1· - I ,i ~ ~ 0 0 0 0 < M § 0 ~ 0 ~ ~ z ;:§ C ~ ~ n > C' T Q ~ i - z C ::;;: rn m JJ u .J,) 1'.> <::'. < .<'. G1 ,C:, C :s; OJ m '. I O' :0 ~ L GJ z C <' OJ m JJ >~--- -0 s z I u r u r. ~ '5 u 0 ~ 0 z 0 JJ t < L Gl i t ; I ~ MACARTHUR BLVD ' ' ' i i j ! l , I i i , ~,Gtrk I GROUND _ (S•O.~O~) i , ! '7-, I I Q. Si 11 12 J.N. 252-05 03/24/95 08: 49: 22 FILE = I: \ACADDATA \345.05\EXHIBITS\NEWPORT\12WLPFR5 13 S=0.0(110 MIN. 1 ' i , < •=~~-.,o~~,.~~~~~~w~•,~•=•:••"•''~~,,,~m -~~•~ ~www•~==~•~•"'•' ~w. 14 PROFILE SCALE: HORIZONTAL: 1•=40• VERTICAL: 1• =4' I - t ! • I ' EXlsttNd GRADE 0~ PIPE I I I I I i I I I ! ~ i , , , ! ~ , ' . EXISTlt 1,2" ACP WAlER LINE P~R ICNB AS BUILT ~~JA~{j~/~~ri 3 iOF, 3, ! , f • ' ' , > i ' -' I I < I t i , ,~_,, __ _ =~~~Est~~~ I U' i w; ' I I I ,0 ~ I "r--' Iii In i to ~ 1 + -l 'It) :0, -·- 932.211 lF' -12" 0.1. PIPE CLASS ;52 16 17 PLAN DETAIL 1 N.T.S ~ f i --: ---I --------1 --- -' ' 12" bFV J I " i ; -;----.J... ' ' ' l ---;-- DETAILS FOR PAVEMENT, SIDEWALK, CURB, AND GUTTER PER SHEET C-7, FORD ROAD ~ IMPROVEMENT PROJECT. ~ ~ IL PROPOSED 12" D.I. PIPE <t_ Pipe =-~ --'--.L 1' Mtn ------s.:O.o,------1-_::-:_::-:::::::-;~.:: 190 --TRENCH, PIPE BEDDING AND BACKFILL DETAILS PER CllY NEWPORT BEACH STD 105-L AND 106-L 'u • LI.I' 18 19 PLAN ' --- ---J (s~o.0174) -(As Bu·1t) S=0.0001 I Min 1 ' • f ' ' l j '""'····-" .J '""··-·---·······-"''-"'-~-- 20 #"\ Iii -~\ ~ ~ Q. z ~ ~ 0 lt 'N .., ., z -~a: C!I -z N cd;,. ~ . 110 110110 0 +· ~ + 110 r-- ~ II ,l!j DETAIL N.T.S ~ ' . - SECTION A-A N.T.S. CONSTRUCTION NOTES; 0-FURNISH AND INSTALL 12• DIP, CLASS 52, TRENCHING, BEDDING AND BACKFILL PER STD 105-L &: 106-L (;;'\__ FURNISH AND INSTALL 12• BFV (MJ 1< MJ) '\.V-PER SID 508-L WITH VALVE ANCHOR PER SID 506-L ' ©-FURNISH AND INSTALL ACP ROUGH BARREL X CL52 DIP TRANSITION COUPLING, INCLUDING TRENCH RESURFACING PER CNB SlD-105-L (AS REQUIRED AT JOIN) ©-FURNISH AND INSTALL THRUST BLOCK, PER STD 510-L 0-INSTALL WET BARREL FIRE HYDRANT s•x4•1<4•1<2 1/2• PER SID 500-L @-12•1<12•,c5• TEE (MJ X MJ X FE) ®--s• RESILIENT WEDGE GAlE VALVE (MJ X FE) ©-RELOCAlE EXISTING WAlER METER AND INSTALL 2• WATER METER SERVICE CONNECTION PER SID 503-L 0--FURNISH AND INSTALL 12• (MJ X MJ) 22.5" BEND. ©-DEFLECT TO NEW ALIGNMENT OVER 36' 0-DISPOSITION OF EXISTING UTILITY (ITEM AS INDICATED) PER SEPARATE IMPROVEMENT PLAN: FORD ROAD EXTENSION \ND REALIGNMENT, COi PROJECT NO. 14191-MC ®--REMOVE AND DISPOSE EXISTING WATER SERVICE @-REMOVE AND DISPOSE INTERFERING PORTION OF EXISTING 12• 'ACP. @-REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN i CNB UTILITY DEPARTMENT. REMOVE AND DISPOSE EXISTING LATERAL @-ABANDON EXISTING 12• ACP, PLUG END WITH CONCRETE. @-NOT USED ®--PROlECT EXISTING (ITEM AS INDICATED) @--FURNISH AND INSTALL 2• WATER SERVICE CONNECTION PER AIPPLICABLE PORTIONS OF CNB SlD-503-L AND RECONNECT TO EXISTING SERVICE LINE 19+59.00 -12" BFV ~------=-==---::;...;=------12 =8+40.09 New Ford Rd 540.42' Rt 12" ACP IWA ENGINEERSU~~~ 17390 BROOKHURST STREET, SUITE 10~ FOUNTAIN VALLEY, CAIJFORNIA 92708 TELEPHONE: 714 968-1221 SHEET 2 OF 2 I I ~ n ' 0 ~ C ~ " m C ;': L. C < OJ m JJ >~---~ \; C ·a u ~ 0 -N , / 0 :0 t < L Gl 7 C < CD m JJ 0 :o ~ < L G) L C < OJ m .J.J z ~-----' -0 ~ z I 0 0 r 0 :0 n ~ 0 -0 -0 0 ~ >. z r.,