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Home My WebLink AboutW_5367_S" • 8 w _, ... t REV DATE BY CONSTRUCTION PLANS .·A JOINT PROJECT - ' . .. ----- LAGUNA BEACH ·COUNTY WATER DISTRICT (TRUSTEE) I IRVINE • RANCH WATER DISTRICT -AND CITY OF NEWPORT BEACH . (IRVINI:'. COAsT·-·oeve·Lo·pgENT) -SECTION • 1 A· • ·. ·-. .. • -- REVIEWED REVIEWED REVIEWED LAGUNA BEACH COUNTY WATER DISTRICT RVINE RAN H WA. TER DISTRICT CITY OF NEWPORT BEA.CH RECORD<DRAWING. • l' DESCRIPT!ON if-7-fl DATE CHECKED -J4H"'"--------i ERV --'iJLTING ENGINEERS, INC. DTE 2./(pLI(,, $Uq( R. C. E. ND. DA T E 1-11-<)1 DATE JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. 30 Corporate Park. Suite 310. Irvine. California 92714 APPROVED Jl • DATE APPROVED DATE Th.:se record drawings have been i:repa_red 1 based on fnformation provided by olhers. The Engineer has nOt verified the accuracy of such information and shall not be responsible !Jr any errors or. Qroissions which may be incor- porated herein' ·.35 a result. LAGUNA BEACH COUNTY WATER DISTRICT COAST SUPPLY LINE REPLACEMENT SECTION 1A TITLE SHEET SHEET G-1 Of 30 SHEETS • • .. " " ., .., ... 0 z .. ~ ABAND ADDl'f'L AWWA ..\'.-PT ACP AC BC B. FLG BOP BOT,, B. FLY CI CB CML&C t CTOC CL CLR CONC COND CMF csooc CPLG C&G CF DIA/cf, DWG DI EA E EL/ELEV ETS EC EMA EX/EXIST EXHVY PIN PG PH PLG PB PL .FWY PUT GA GALV G GV HORIZ/H ID INST INSUL INV IRR LT L LTSTD Mg MH REV DATE BY COtJfrrollY C:~JECT ---LOCATION SAN .JUAN CAPISTRANO SAN Q1EGO COUNTY VICINITY MAP l 0 5 10 .. -- -··---SCALE IN MILES ABB Rl!VIATJONS ABANDONED MFG MANUFACTURED ADDITIONAL MAX MAXIMUM AMERICAN WATERWORKS ASSOC. MECH MECHANICAL ANGLE POINT MIN MINIMUM ASBESTOS CEMENT PIPE NTS NOT TO SCA;I.E ASPHALTIC CEMENT NO. NUMBER BEGIN CURVE 0/C ON CENTER BLIND FLANGE OD OUTSIDE DIAMETER BOTTOM OF PIPE PVM'T PAVEMENT BOTTOM (INVERT) Pee POINT OF COMPOUND CURVE BUTTERFLY VALVE PRC POINT OF REVERSE CURVE CAST IRON PE PLAIN END CATCH BASIN . PL PLATE CEMENT MORTAR LINED & COATED PVC POLYVINYL CHLORIDE PIPE CENTERLINE PP POWER POLE CENTER TO CENTER PROF PROFILE CLASS t PROPERTY LINE CLEAR/CLEARANCE RAD RADUIS/RADIAL CONCRETE RR RAILROAD CONDUIT REINF REINFORCED CORRUGATED METAL PIPE RCB REINFORCED CONCRETE BOX COUNTY SANIT. DIST. OF OR. CO. RCP REINFORCED CONCRETE PIPE COUPLING REQ'D REQUIRED CURB AND GUTTER REQM'T REQUIREMENT CURB FACE RT RIGHT DIAMETER R/W RIGHT-OF-WA y DRAWING SAVI SANTA ANA VALLEY IRRIGATION DUCTILE ffiON SHT SHEET EACH S SLOPE ELECTRICAL SPEC SPECIFICATION ELEVATION SQ SQUARE ELECTROLYSIS TEST STATION SS STAINLESS STEEL END CURVE · STD STANDARD ENVffiON. MANAGEMENT AGENCY SP STAND PIPE EXISTING STA STATION EXTRA HEAVY STL STEEL FINISHED SD STORM DRAIN FINISH GRADE T TANGENT FIRE HYDRANT T/TEL TELEPHONE FLANGE TV TELEVISION PLAT BAR TB THRUST BLOCK FLOW LINE TOC TOP OF CURB FREEWAY TOP TOP OP PIPE FUTURE TSL TRAFFIC SIGNAL LIGHT GAGE TYP TYPICAL GALVANIZED UG UNDERGROUND GAS VB VENT BOX GATE VALVE VERT/V VERTICAL HORIZONTAL VCP VITRIFIED CLAY PIPE INSIDE DIAMETER W WATER INSTALLATION WM WATER METER INSULATION . WV WATER VALVE INVERT WWM WELDED WIRE MESH IRRIGATION W/ WITH LEFT . LENGTH LIGHT STANDARD MAGNESIUM MANHOLE DESCRIPTION SCALE: AS SHOWN DESIGNEO SUBMITTED ' • I\ /.in-<:t-'-':.1,._r{>-• i,t ... ,.:-~ <:Y: .. .,,...J"':. • ~ "' " ra~ -~ ~~ o<-..,. " • ... "!._...,i) • ~ 'b,e; ~'i! •'" LBGEND • LOCATION MAP a: SYMBOLS ENGINEERS NOTICE TO CONTRACTOR -+· • I' -1\ NEW TRANSMISSION MAIN -SIZE AS NOTED • W--0---EXISTING WATER MAIN & VALVE S--0---EXISTING SEWER MAIN & MANHOLE T EXISTING TELEPHONE CONDUIT 0 EXISTING OIL OR FUEL MAIN SD EXISTING STORM DRAIN LINE E EXISTING ELECTRICAL CONDUIT G EXISTING GAS MAIN ETS STATION LOCATION ii : I ACCESS MANHOLE BLOWOFF LOCATION CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND SURVEYORS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCC WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- FORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND. HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL , PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Wl"J:H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TIIE SOLE NEGLIGENCE OF THE OWNER OR THE El:IGINEER. THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS • OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS.COVERED BY THESE PLANS. APPROVED LIST OF AGENCIES .ALL INFORMATION RELATIVE TO THE LOCATION TYPE ANO OPERATIONAL STATUS OF UTILITIES ANDIOR IMPROVEMENTS WHICH APPEAR bN THESE PLANS WAS PROVIDED BY THE FOLLOWING RESPECTIVE OWNERS OR AGENCIES. NAME AND ADDRESS ABBREVIA110N TELEPHONE NOS. CITY OF LAGUNA BEACH 505 FOREST AVENUE LAGUNA BEACH, CA. 92651 CITY OF L.B. 714/497-3311 LAGUNA BEACH COUNTY WATER DISTRICT LBCWD 306 THIRD ST. P.O. BOX 987 LAGUNA BEACH, CA. 92652 IRVINE RANCH WATER DISTRICT IRWD 18802 BARDEEN AVENUE IRVINE, CA. 92715 THE IRVINE COMPANY TIC 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. 92660 SOUT!i COAST WATER DISTRICT SCWD. 31592 WEST ST. SOUTH LA GUN A, CA. 92627 ENVIRONMENTAL MANAGEMENT AGENCY EMA 400 CIVIC CENTER DRIVE SANTA ANA, CA. 92702 CALTRANS CALTRANS DISTRICT 7 P.O. BOX 2304 LOS ANGELES, CA. 90051 UNDERGROUND SERVICE ALERT USA ORANGE COUNTY SANITATION DISTRICT OCSD 10844 ELLIS AVENUE FOUNTAIN VALLEY, CA. 92728 PACIFIC BELL PT/T 1452 EDINGER, ROOM 1331 TUSTIN, CA. 92680 GENERAL TELEPHONE GTE 6774 WESTMINSTER AVENUE WESTMINSTER, CA. 92683 SOUTHERN CALIFORNIA EDISON CO. SCE 14155 BAKE PARKWAY IRVINE, CA. 92718 SOUTHERN CALIFORNIA GAS CO • SCG (DISTRIBUTION DIVISION) 1919 SOUTH STATE COLLEGE BLVD. ANAHEIM, CA. 92803 (TRANSMISSION DIVISION) 2191 EAST BIRCH ST. BREA, CA. 92621 STATE OF CALIFORNIA OSHA DEPT. OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION MINING AND TUNNELING UNIT 3704 STATE STREET, SUITE 307 SANTA BARBARA, CA. 93105 COM CAST CABLE CCC 1400 NORTH MAIN ST. SANTA ANA, CA. 92701 DIMENSION CABLE DC 26181 AVENIDA AEROPUERTO SAN JUAN DE CAPISTRANO, CA. 92675 CITY OF NEWPORT BEACH CITY OF N.B. 3300 NEWPORT BLVD, NEWPORT BEACH CA. 92663 '.jiECORD DRAWING These record drawings have been prepared based on Information provided by others. The Engineer has not verified the ,;:ccuracy of such information <!nd·'shail mt --~ responsibl~ for any _errors or omissions •,vl.~i may be incor- poraJed herein as a result. LAGUNA BEACH COUNTY WATER DISTRICT 714/494-1041 714/476-7500 714/720-2000 714/499-4555 714/834-2300 213/620-2692 800/422-4133 714 /5 40-2910 714/891-5321 714/895-0244 714/458-4447 714/634-3117 714/529-2889 805/569-0064 818/901-·5420 714/547-3303 714/240-1212 714/ 644-3118 SHEET JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. COAST SUPPLY. LINE REPLACEMENT SECTION IA 2Uo4f.. R. C. E. NO, 30 Corporate· Park. Suite 310. Irvine. California 92714 APPROVED GENERAL INFORMATION AND MAPS G-2 DATE OF30 SHEm I " "' ... ... d z ID !i! GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, TYPE AND DEPTH OF ALL EXISTING UTILITIES AND INTERFERENCES SITUATED ALONG THE ROUTE OF THE NEW PIPELINE PRIOR TO FABRICATION AND INSTALLATION OF THE NEW PIPELINE. 2. A MINIMUM COVER OF 4 FEET SHALL BE MAINTAINED OVER THE PIPELINE, EXCEPT WHERE OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. 3. ALL BURIED VALVES SHALL BE PROVIDED WITH RISERS, VALVE BOXES, AND COVERS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 4. ALL PERMANENT RESURFACING, CURBS, GUTTERS, CROSS DRAINS AND OTHER EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE RECONSTRUCTED TO THE SAME ELEVATIONS AND LOCATION AND IN ACCORDANCE WITH THE AGENCY HAVING JURISDICTION OVER THE PROJECT AREA. 5. ALL EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS. 6. STATIONS SHOWN ON THE DRAWINGS FOR AIR RELEASE/AIR VACUUM VALVES, BLOW OFFS AND ELECTROLYSIS TEST STATIONS ARE FOR PIPE FITTING PURPOSES. EXACT LOCATIONS OF BOXES AND APPURTENANCES SHALL BE DETERMINED BY THE ENGINEER AND A RECORD OF THE LOCATION KEPT BY THE CONTRACTOR. BENCH MARK ORANGE COUNTY SURVEYOR BENCHMARK R 167 2,0 MILES SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. IOI ALT.) FROM THE POST OFFICE AT CORONA DEL MAR, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHWEST (DOWN HILL) TO CRYSTAL COVE; ON THE SOUTHEAST END OF A DEEP HIGHWAY CUT, ON THE EAST SIDE OF A CLUMP OF SMALL EUCALYPTUS TREES, AT AN 18 INCH CORRUGATED METAL PIPE CULVERT, 62 FEET WEST OF THE.CENTER LINE OF THE HIGHWAY, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 21.7 FEET SOUTH OF THE CORNER OF THE "L" SHAPED HEAD WALL OF THE CULVERT, 5 FEET EAST OF A 5 INCH AND MOST EASTERLY TREE, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, ELEVATION: 69.985 (1976) BASIS. OF BEARING CALIFORNIA COORDINATE SYSTEM ZONE VI: THE LINE BETWEEN O.C.S. MUSTARD 2 AND 0.C.S. PELICAN HILL BEING N 30° I 6'05" W G - 1 G-2 G-3 C-1 C-2 C-3 C-4 C-5 c-6 c-7 C-8 c-9 c-10 C-11 c-12 LIST OF DRAWINGS TITLE SHEET GENERAL INFORMATION AND MAPS GENERAL NOTES, LIST OF DRAWINGS AND PROFILE PLAN AND PROFILE ST A. 3 + 65.46 TO STA. 4 + 50 PLAN AND PROFILE STA. 4 + 50 TO STA. 15 + 00 PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE STA. 15 + 00 STA. 26 + 30 STA. 35 + 25 STA. 46 +00 STA. 54 + 50 STA. 65+00 PLAN AND PROFILE STA. 75 + 50 MISCELLANEOUS DETAILS -1 MISCELLANEOUS DETAILS -2 MISCELLANEOUS DETAILS -3 TO STA. 26 + 30 TO STA. 35 + 25 TO STA. 46 + 00 TO STA. 54 + 50 TO STA. 65 + 00 TO STA. 75 + 50 TO STA. 79 + 94 GT-1 TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I & II -DRAWING INDEX MAP T-1 TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP T-2 TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP T-3 T-4 T-5 T-6 T-7 T-8 T-9 T-10 T-11 T-12 T-13 T-14 TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27' WATER LINE P.C.H. DETOUR• PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27' WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR-PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR-PHASE I -DRAWING INDEX MAP iRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE I -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE II -DRAWING INDEX MAP TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WAtER LINE P.C.H. DETOUR -PHASE II -DRAWING INDEX MAP • TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE II -DRAWING INDEX MAP 7. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE PERMIT REQUIREMENTS OF THE AGENCY HAVING JURISDICTION. COMPACTION TEST WILL BE DONE BY THE OWNER, AT A COST BORNE BY THE OWNER. COST OF RETESTING OF COMPACTION FAILURES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING LABOR AND EQUIPMENTS NECESSARY TO ASSIST THE OWNER'S PERSONNEL IN PERFORMING THE COMPACTION TESTING. COSTS TO REMOVE, CORRECT AND RECONSTRUCT OR REPAIR ANY WORK WHICH .FAILS TO MEET THESE SPECIFICATIONS, AS WELL AS RETESTING; SHALL BE BORNE BY THE CONTRACTOR. TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P.C.H. DETOUR -PHASE II -DRAWING INDEX MAP HGL 3021-----------::!.HY~D:__r:R~A~U~Ll~C__.!G~R~A~D~E_IL:!l!:!INE~_~a ..::=~2~2~c:_!:fs~_(_( !:l_N~O_T!!A~K'.!:E~O!!_UT!::S~)~---~~~Q_J~:IB~L!~'E.h._J~~--------:---------J EL MORRO RESERVOIR LEVEL z46 _5 288 HGL 8. SERVICE LATERALS I.E. WATER, GAS AND SEWER, ARE NOT SHOWN IN THE PROFILE VIEW. THE CONTRACTOR SHALL VERIFY THE LOCATION, TYPE, SIZE AND DEPTH OF EACH LATERAL PRIOR TO COMMENCEMENT OF EXCAVATION OPERATIONS: A RECORD OF EACH LATERAL LOCATION SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER AFTER THE COMPLETION OF THE CONSTRUCTION. EL MORRO RESERVOIR LEVEL 225. 5 HGL 2671 __________ ___,!:H!.!_Y!!_DR~A~U!_!Lcl__!IC,;_§GR!:!_!A~D2.JEL..,_!:JLl[.t!N~E _ _gat...:=:.J2~2Llc;ifsL.__j(,t:!NQOB_RM1!1_A~Ll,__J!TA~Kl_!:E;Q~.!:§..l... _ _!;.!,_.Mf~Q__B.£g_f~~..!::.f~:..._:~~---------------1 254 HGL 9. . ABANDONED PIPELINES OR FACILITIES WITHIN PACIFIC COAST HIGHWAY SHALL HAVE THE INTERFERING SECTIONS REMOVED AND THE ENDS PLUGGED OR SEALED, IN ACCORDANCE WITH THE RE:QUIREMENTS OF THE AGENCY HAVING JURISDICTION OVER THE FACILITY. • 10. BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 % RELATIVE DENSITY, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95 % RELATIVE DENSITY, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. • • 11. ALL BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER I.1:1.E .• PROJECT SPECIFICATIONS. . .. . .. 12. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE DUST CONTROL MEASURES. 13. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 14. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SCHEDULE THE CONSTRUCTION TO MAINTAIN ACCESS ALONG THE CONSTRUCTION ROUTE DURING HEAVY TRAFFIC HOURS AND SEASONS. 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL MEASURES AND DETOURS AS REQUIRED BY THE AGENCIES·. HAVING JURISDICTION OVER THE PROJECT AREA. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS CONTAINED WITHIN ALL PERMITS. ANY TRAFFIC PLANS AND THE CONTRACT DOCUMENTS IN REGARDS TO ACCESS, TRAFFIC ROUTING, HOURS OF CONSTRUCTION AND INSPECTION. 16. AT THE CLOSE OF EACH WORKING DAY, ALL OPEN TRENCHES SHALL EITHER BE COMPLETELY BACKFILLED OR TOTALLY PLATED BEFORE LEAVING THE SITE, IF WITHIN 100 FEET OF TRAVELWAY. 17. DURING CONSTRUCTION, TEMPORARY ACCESS TO ALL RESIDENCES AND BUSINESSES MUST BE PROVIDED FOR EMERGENCY VEHICLES. ACCESS TO RESIDENTIAL DRIVEWAYS MUST BE OPEN AT THE CLOSE OF EACH DAY AND UNTIL 9:00 AM THE FOLLOWING DAY. ACCESS TO COMMERCIAL PROPERTY MUST BE MAINTAINED THROUGHOUT THE WORKING DAY, UNLESS OTHERWISE PROVIDED. IF DRIVEWAYS ARE CLOSED, TEMPORARY ACCESS TO THE PROPERTY MUST BE PROVIDED AND APPROVED BY THE AGENCY HAVING JURISDICTION. 18. THE CONTRACTOR SHALL PROVIDE A TEST BUMP HEADS AT STA. 3 + 82 FOR THE PURPOSE OF HYDROSTATIC TESTING THE NEW PIPELINE. ALL TESTING OPERATIONS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. (CONTRACTOR TO TEST AGAINST EXISTING VALVE AT STA. 132 + 24+.) 19. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, 1-800-422- 4133, 48 HOURS PRIOR TO COMMENCEMENT OF ANY EXCAVATION OPERATIONS. 20. ABANDONMENT OF THE EXISTING 30-INCH OR 33-INCH PIPELINES OR FACILITIES WITHIN PACIFIC COAST HIGHWAY SHALL HAVE THE INTERFERING SECTIONS REMOVED AND THE ENDS PLUGGED OR SEALED, IN ACCORDANCE WITH THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OVER THE FACILITY. PORTIONS OF THE PIPELINE THAT ARE NOT REMOVED DURING CONSTRUCTION OF THE NEW PIPELINE, SHALL BE EITHER PHYSICALLY REMOVED FROM ITS EXISTING LOCATION, CRUSHED IN PLACE, OR FILLED WITH CEMENT SLURRY OR SAND, AT THE CONTRACTOR'S OPTION, TO THE SATISFACTION OF THE LAGUNA BEACH COUNTY WATER DISTRICT AND/OR CAL TRANS. SCALE: DESIGNED <,:::\.Q. 100 - SHT. C-1 \ \ SUBMITTED i w \!-I it w ~ w w ~ <I a.. ~ 0 w w w 0 ll: > > > " w ll: 0 w ::, ..:: <I -z I-(/) I-<IC 0 w ...J ll: 0 I-0:: w 0 ii: 0 w '.; ,? 0:: ...J u w :,: ... '"' 0:: <.n 0 <IC ~ (/) ::, \!) ~ u z ~ ...J ~ \!) . ,;,, " \!) 0:: 0 UJ r 0:: 0:: ll: 0 a. N <I I (/) <IC ~ ~ $' <I 3: . -- 1 SHT. C-2 1 SHT. C-:3 • SHT. C-4 1 SHT. C-5 1 SHT. C-6 1 I I I I I 10+00 20+00 30+00 40+00 50+00 . LEGEND 2 -9 - r - -N---'.:f - DATE AIR VAC. AIR RE.L. BLOWOFF ACCESS MANHOLE LINE VALVE ETS VALVE PROFILE SCALE: HORIZ. 1"=500' VERT. I"= 20' APl'IIOYED NONE ~ l'II0JEC~NlilNEER R.C.E. NO. DIIAWN C. ✓a.,-II EC ~D~E:':D~-------------f JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. REV DATE BY DESCRIPTION «. J._i~;~•~·~;;;;;...._,.----CHECKED ...,,_==-----1 :iA.•S M. ~ONTGOMERY CONSULTING ENGINEERS. INC. ~1(,,46 R. C. E. NO. 30 Corporate Park, Suite 310, llvine, Caflfomia 92714 SHT. C-7 ' 60f00 ' DATE DATE (/) 0 z <I ...J ,: ,.,.w -> ,: -0:: 0 0 w ::. <I u SHT. C-8 I 10+00 I I I . I I I I I I I I I I I I I I o, +I ~, <i I :,; I I ' -140 -130 - -120 -110 100 -90 -80 - --70 "' -60 + 0\ t--. <IC I- (/) SHT.C-9 . RECORD DRAWING These record drawings have been prerared based on Information provided by others. The Engineer has not verified the accuracy of sucn . Information and shall not be responsible for any errors or olllissions which may be incor- porated herein as a rssult. . LAGUNA BEACH COUNTY WATER DISTRICT COAST SUPPLY LINE REPLACEMENT SECTION IA GENERAL NOTES, LIST OF DRAWINGS AND PROFILE SHEET G-3 Of30 SHUTS • • • w ..J ii: 0 a: "' 0 .., ·zx1 . - _-PIPc. -,----j-- _ ______,________ ---' ------· --•-··.-,,o,-,·· . ES N-= . ----------, __ _,, __ eco ff...1J__t2£,4.w1 il'G' . ___ .. REV DATE BY DESCRIPTION ' ...... -. . --. ' ... ',;. J - . • ' .... ... -· )((-•. ": ¥,,' =~~ • ~§::{~~~~~:-, ,. . • ~\;;/1\ti;~{f:., · .'. _. _, • __ ::··..;. ~,,;_:~;'.'lj~~- . -~~~'~; ...... ' •.. \\> .. __ , ___ _ --- AS SHOWN CHECKED ..J..l!~=-----IJA ES . MONTGOMERY CONSULTING ENGINEERS, INC. 'Zl\oM,. R. C, E. NO, ji,i r~ - I -- I ///• 7 PROFILE HORIZ. -I"• 401 VERT. -I"• 81 Irvine, California .i 3+00 APPROVED -. -----, --.-. • .. -' .·'··"-- I j ·------,-P -- -----· ---_;__ 7>0 'w. I ' . - 4+00, • h. i-,: l ~ I ' .. ..,, . !ii :;)'. ~ CATE ---t __ , __ _ -_ .ABA/.IDOAI PER GE,,VERAL NOTE 20; 7C?""', i::J5·6 SNT G-3. PLAN AND PROFILE STA. 3 + 65,46 TO STA. RECORD DRA\'lliN4'.1 1 These record drawings hi\'~ tie.in Pffi!faFe~ I bas:d on information ioravld@d by ~th~f§. .• Th·o Engmee~ has not verfflad thi:J @IQijYfsi:w ef §Ul}i; lnformatron and shall not ba r@a~eril!l§/t:; ·fgr e.ny errt?rs or omissions which mil:ly be lfl@9r~ Porated herein as a. result C-1 4 + 50 OF 30 SHEETS / • • lil d, 8 w ...J u. 0 2 ., 0 ~ ri ·ij fl I f 1 if •. ,.i' I .I I r-·---------------·-·· --" -------. -----·· -----.. ---. , ____ ,,_, - ---------------------------------------------------------~---------------.::=_--:-=----·-_._:-_ -------_-=i=..=.-:_:------·--_--..:__:::_.;:-::·=_=::. . --, __ :~·<." .•• ~~ --~ ~--~ _--;~~ :·'·--.~-~----~~j-==--"" - -----=.-,---,,.-c:, :C,1:--,--_,--,_,___ - - - - ------- - ' - ---------·--------------. --. ---- '---------- ---' --=---,--· -··-·----------... . ·-- r ! I. l ----, =------.c_=---=---------.....::_-~- -•---.-.:~ _:_.-___ :_~----_ _t. -----·--------------------------·-----. -·· . ------- ~--· --- --· -----· ___ , --·---·---" ---, .,, . -----. ------·· ---------· -------------· ----. ... ----·----. ---·-----··-··· -----,------------ ---. . ----·-----· -_____ .. -•---------· ---.:;,,,:::m;;:.; --,---.. --~---- I " -_, -~ -•-· -· -· --.-=-=:.:::r-.:::..::. _=-------_::: _______ -:.:.::. .-:-:·-:_---- ----·------.--ct.c: :_ :·-·· ---~ -c: __ -. . --------- -----------+-·-----------·----------- "" "" ----·--·--•--------------------------·----- -·----' ---t----------+ -----~--------- --+-----+--+---------------t As SHOWN REV DATE BY DESCRIPTION --:..: ·-:-·· -:::...--::·.r--~-~ -----+ -----------~ - ===tc.:;::---==· _-_.=1:-,:_, =--=-··-=-::. ::-:-:: -:-::-----~·-1 --- -,--_ .. -+-:··_:=:=:: :.:..:--..:-=::.: ::,_:;_::..: _-:=-:::---- ____ , __ ----. -------- ---- ----· ------------· --•=-· ---' ----------__ , ___ , __ -------···•·---------·-----------··.:;:--·· =l::"-:E::l±'EE=ifB=t--=: _____ ----+--=----~_-:_-_-_ -=-~ •••-•' L. •-•-• ----------- --------:. 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' - µ,,,:-" " -' ---;.,-=-;-_-_,f'-_,,::,-~-=.:,£ I- ·t' -L ------------------------- -,--'-----, __ -----r - -------1-- 15+00 --- I--'.--• .., .J ., 1 --=--f"" iff, i . • --_ CON67RUC7 I, /30 l F OP 2711 CML ,f C -----"~---------=-----=-=--=---·-· -- -----------· -------~ - --------------------------· ----------------!--~---· ----- --.. ------------------ •----1 ----, -: --- 16+00 .17+00 18+00 19+00 .20+00 .. ~3=:'c:I -------=-~-•• ~~!" .::::...=....·. -- " ".::-r-: -• ----.: ~-" ' ·- ' ~---_, -----' ......... -----•· ,--- PROFILE Irvine, California , . ---. . --1 22+00 APPROVED APPROVED ·-"'r"" -' -----► I. ---· -· -' 'e'-1\ - \i'•I ·\ :, ... , I ' : .. 1 ·_ .:s 23+0 ---------.-! --------------,- LAGUNA - .. .,... • o••,r \ Cf" .. -.,· -,·-:,t.<" • • .....1,,,. :.., -~'.. 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T -- --•----1· ---:.__, ·=..·--:: =------+------- -----·-·-----·-·· .. r -= --~ :-.c --~-* -=--- -·---·-----_--~i-=------:--,---- ----- II II II .. Ill ,'.> ' -,-fl----Ill ---ii! .:L, l"t-. -. --~----····---. --.l~ __ -------- --------. --' '--, ---------_ ___j__ -----• ------------· --------·--------- --:-. ~ ! ~ ---: ------__ ::--t--=--· ---- 'LJ •• 07e7-!WTJ\ZI['-,-----__ DESCRIPTION ----····-· ----------------. ---------·-----~ - ------___ , ______ _ - -; ·------1-----------,--- ---·------,----, ------- ••••• --------: _ _:_: -·.r ------ en 27+00 I ~,4_·_,!;'8.,,./E "ffkJ$T /c"' 5 -Z7A1E o:: 7-G, '995, =-i ----------------r;:----_ ----,__ 1. 30 L.8.WO ::, AS SHOWN 28+00· I 119~'8 r 10 I I JI ------- 29+00 30+00 \ ,---0 -----~023 I I ~ . .. I "--..__ __ _;~-----~ I .5T,4, B/+20.00 I _R4DIAL FROM I _ .£! /NT:£RSECTION I / TO P/P£LIN£ -···-·--·-·-... --------. ---__ , . -"""' -------------·--·-·-"'" ----- I------- ----- 31+00 PROFILE /04-5 HORIZ. -!" = 40' VERT. -I" = 8' 1104 9t 1 : ch, I / ::::) -en • (J) ' ' '· H 33+00 104-3 TA. D/AL ... EROM. IER:$E:CT/Qt,I._ 'PEL/N£ -£.C. --------- .-. 34+00 DATE --• ---- -----,----- -=-- ---=-,----- • ... ·----: =----- --.... ----------··------------- -·------ -----·-----,..... -------___ ,_ 35+od !05--,---j STA. PLAN 26 t 30 ~:_:~ii := ·0°----=----- =-:· ·--I ---··--• ------- I.A ~ I'\ I IJ\ AND PROFILE TO STA. RECORD DRAWING These record drnwings have been prepr: :;i.J bas~d on information provided by others. Th"' _Engineer has not verified the accuracy of sur:-h information and shall not be rcsporisible r.,, any errors or omissions whf:h may be ii ,(;Gr- porated herein as a rssult. ! • i IA C-4 35 + 25 DF 30 SHEETS w ...J ... 0 z "' 0 ~ 100 C L :;;-", ----li-__ • .....,/ !rfi~ .. / ~ il '-i· !ctf. --~ ·'\: --~ •. . ,_. . -· ------- ---,----------- ---,__ ---------. --r -------- ___ -------------------- ' -- --- ~ ---___ I -=: _7·--:· --=--t. :--t.::..:. -=:=-. ---;---- -__ j_ _____ ----- -------·------- -----------... =:~.:..., -::c= ---·---. -·--·-·-------- ------ :--:-·:-=c.:1:-:-. ~ -:.:·.:.:: ::::.L·.--:c-·: ::. ~~:~:;: -~-:-~=.i:~,-~~?i-=~~1:~:~~:-_:1::_ __ L -:::·:-·· . .::1'·-·------------···------- 36+00 37+00· D AS SHOWN REV DATE BY DESCRIPTION 38+00 INC. CONSTRUCT I 075 L F OF 27 11 CML. If C c>ESIG;N PRt=SSURe = !Sb P5I "._-:::-_:-r:-_ _: ---- ' -----,------· -. --------__ ,_ -- ,:-:-..:...·.: _-__ ---------- 39+00 40+00 :..:c:.......: ---1 --.----,- vv:, \ r,~ • ' ... . .. 42+00 ~ .• 1:__ ... -, --y V ~~ .... . /' ... I'-,-• '-fJ . ~ . I ; -' ·-..-.,-, ~·-,"'-.-1 ., 43+00 --: ----;:-·.-~ :--:-:.--:: -··-j --== -- ----. ··.:.-:;c: - --..:: :.:: .. ..:: -==+· -·--.t:: . ,---·- -·.-:-...:::1 '- -__ -_---. -------+- --;·_ 9<--= -__ -~ -- -------- • ---~~!~= -" _:c_~-: -~ --_ -"""•= -::li/ ,,... -- ----,_, .. --' -. ------------ 44+00 ' I IA C-5 0F3O SHEETS • • g co u u ci z "' 0 ~ -7--- I REV DATE BY DESCRIPTl'ON C - ~ ;:I, <l _;~Ji-o/ I r~ <,; --J,~ C-,; SD., <o 88· 47;+ 00 \ • ' ' J, ' ,:,,,-, ' . • . =· ,, ~·: .-.;,_ ,.-•1:,,~ -'"-~" _,.! ----·-y----~---------- 48+00 - -- -0 20 40 /_ __ __ ,U::.. __ 49+00 £ ST.4. 50+10 "--,-l --\..Jl ---TE·c~ ---- "SEWER VARIE~ .. i - ,. - ' --, 50+00 PROFILE 52+00 53-fOO OFF \ l. !/6-5 • I 5 -_ . ....,,.-~------------------__________ , --,---7 ;---·-·r----.------J.:..: __ ! --: '-:~_.: :::,i·"--f--r-' 7-=0 =1 -/ • q I 54+00 --,,, - / --I , l -·---I . . ~ i- ~.[L_ !? fVITD ~'Sl\j "SEWER(VAR1E " BC ·o ' ,,:L-.,V,•~~J SE.VIER -• -r----;-·-' ,- \ -1----- RECORD DRAWING These record drawings have been, prepared P.~sed on Information provided by others. The Engineer has not verified the accuracy of such Information and shall not be responsible 1or any errors or omissions which may be Incor- porated herein as a rasult IA C-6 54 + 50 OF 30 SHEETS 0 .. "" CJ CJ w .J u. 0 "' "' 0 , ------·--·--··------ ------rr--+--1--~;;_-_ ·-;_~---, -··.:;_·,----=---_-_-_ _:-_= --- ----__ ,, .. ,., .. -----,---------------------,-- ----" ----------,. ,----.,--+-,-i - ----• "-• ---•~. ---T .J.. ------------~' -----t,'---i---t -::_--:_~-~----:_= ___ ~'.=:::~~ ::-· ::::::,:_~-~~--~--------,_,- -----<-- --+----.t-- . --: -· -,__ --,----::-:-:-- . - --. ' - - ----" ---r--------- • ---------------------•--·----·---·--------------- --------------------------------~---------~ -.. ---- - .-_ -_-_ :_ -~-L_ ~ '"?::::;_~-- -__ ----_: -"---~ - ---· -----·::::· ------~-----t:_-: ___ -- 55+00 ~--\,J -=c.=',"-i'-"'P,-'1';:_;_;;'-'---'=-'--!=. ~ tl'.) ; i- I \~ ) ); r'-1----..i:+-~~~ r::i// ~ _J', l{j (I) ~ \ ~ ' ·, . Lv, -1,-qz .K AS SHOWN REV DATE BY DESCRIPTION ·-·-----------------· ---------------------------------· ---------·------------------ ----' ----==:.r--= --=--~: ... .: --=-::. ---- ---1--- -_'.--t-- ----------• -. -----__ ---------r::.;...... -. ----------------- ----1- ------__ , __ -----------. ---.·-__ ::____ ---""" ----- 57+00 58+00 59+00 INC. le - - ' --·-'. ' -~ ~ . , ' - ' . . ' ,, -_,. ·-. ' .... ",; . 'I • ' . "'· ,.. I :: -,, ----_ ____.....,, =---c-t ---'----------~- -.:=.--__ ~1=--''" -•-,------ - 60+06 -------=---:::..:....:;-:-• 'l •;:_•- _ _:: --1- -a -----·-------·----- s1 +oo -----I'-::.±:__-- 62+00 ,_ ___ - .. _= -=I •:=:~.--- -. . _-_-= 'o, ·_c -_:;=-=-. ·.:=._.::: _-·--:==-:-. ..::·£::_-__ : • --c--------==----=---~__::---.:-:---:::-----=..:-·_-_-:--___ ::_::-= --,--- ----·-.. .. -------- ----. ------------·--- -_---,-----. < ----- --t ' ---f-- --+-------,------r------- ----1 ---1· ------, --J_-,_ ------- ··----I :::· -------------- " --------------- -------------·--------------·-·----=:=-=-=i.==1·----- " --- -,--------' •• ----1----=-= --·------·--------- - - 1 --•- -: --~---~-: _--::_:.:: -.: _::. __ --_ - ( -=--_ -~-~ ~ ~ ---::· -:·: . ··-___ :1=-=-'" ----· -· ___ , ___ ---- ------------_------·' 64+00 65+00 PLAN AND PROFILE C-7 DATE STA. 54 + 50 TO STA. 65 + 00 Of 3{) SHEETS w ..J u. 0 2 "' 0 -, t---- REV DATE BY -~ ~7< :-" -. - - -~ I'.. ) . -- ,,. "'"' ·~~ . I. J)IJI 1ft XC:.{ t.·l~~;-· ~(jJ!l(:@. _. _t,t}_r' !1Jl ft _ ,_ , bit .Ill .llf . • •• :::::!~ii:£ "-~~:~ _ • :'if . • J . ":' .. ___ -., •--.., ::.. - j ,-. • ' , • I > -• J!o.<illi!liU .l JIN: --1- \ '-\ 65+00 I - ' - ' - ---I-- --, ------, 66+00 C,, ON OR REf'T c' -;..1£R4Z . ~-\.9 -. --,,., -· ~· , ' --------------- -. :----'-·--· --------. --------=----=-=-=-=~-=+-= _,-_ ---------,-----~- =ts. !tr'-=--~~-•--- 20 Sh'T. 6 Cl) ::J- 'tt~=t~"L=t=:1\'liiA;JT:tJ],i;;;~;;;;_----. .:;,f~----_-~_-_:.+ ... ,J_-~-t!--+L~L-----i--==~ f; --------- SCALE, . 1-~~ SUBMITTED DESIG PROJECT ENGINEER R. C. E. NO. DATE AS SHOWN DRAWN RE ENDED CHECKED 'l I "24 C,. ~.,ig.q I J ES . MONTGOMERY . R. C. E.. NO. DATE DESCRIPTION CONSULTING ENGINEERS, INC. ·-:--'-_ ,--- , ___ _ ------· --- -----~--..:.:=L..:...,_ --+- -,- ----·--------r-- 69+00 70t00 Consulting Engineers, Inc. --== + f---+-- --;---,------ __ ____j_ __ ' -------: ___ _,_ __ -["=, _-- • __f_c,c---- 72+00 r 73if-00 . ()-.. 74f00 75+00 p R O F E 4 f I '· ~ ..,;;H_O;.R,;.I_Z;;. --i"'"'°~i:-. .!4=0;.,,.=;._----_;, I 1, \a C(.IRV£. DATA -£ PL.. Ll. -18, II" 00" jJ' / tz :55' T=\1.7.0D' l"J '-, --:...-,,-::-?<-!:.J6 ~--~ ...., :-s.==: ~ ' -Y) ------J...,--J '----II -~!:j_____,,. .__,,,.._,, __ ,...__.,r__/ ~-;---:-:4\ffi;:-kib::=:-:::::z'f!12 -,. ·T1 7'2. - -/4-I -- 'V R!E C) -Ill 142-:}[) APPROVED Irvine, California . ; '· ' ' i I e-1----- DATE DATE L = ~( . 5.t ' C.J • 1 \ /•,'t ,56-5~ 165-3 J".TFR- ·---I. ·'J PLAN AND STA. 65 + 00 TO PROFILE STA, _____.,, 75 + 50 ----+-- +---- IA C-8 OF .30 SHEETS w ...J u. ci " al 0 ~ REV ---· ·- 0 20 40 DATE BY -~ --' -. ----,--=-.-:::-~ ----------- -__ -, -·-· DESCRIPTION 4,00-J.E ~ '2711 CML if C S.P. I---- ----------- ---= 77+00 76+00 CURVE OAi'J) -§Pt.. ~ PROFILE .d = 8°11' 00" R= '20S.5' T= 147-00' -L = 29~. ,, / !53 9 ti llj HQJ.rP-l~-111 = 40' i: ~ _ __,!, ) VE 1• -I"• 81 i Xo, ~ s,9' ~ > i I, K I ; I----~---', I) f. • ~~152-9 \ -v 1515 153-, --..:.----1---=---: -'-·: - CC -=-1= -1----+ --.:....::---:::-::----t ---,_ -------- ~I-=: ---, _____ -- ---·---·----+::;::--=--------=--: -- . --·-----______ ,_, - --·-·-·-i -----, _- 78+00 7'1 t 8'? -1NST,4LL. TEMP. BLIMPH;e;JD~--- 150 ----~ -~.J=A:se:M.etJ -- • -----=-=---- '\ 4--_::::: ;·4/~;J~~~;f/.suP~'(___ ~ SCALE: SUBMITTED DESIG ENGINEER R. C. E. NO. DATE AS SHOWN DRAWN NDED CHECKED 1ft. 4(,, S• 1,g.q I R. C. E. NO. DATE INC. -'----+- --'-,--- -----+-- , __ f--.J-f-- --------'--·----___ , __ ------··-_ ----==------ ----- . --,- 7S+OO so+oo ' f3 C-/0 0 \ _ @ VAL VE COVER ii sox-'o~ROOKS . r::;c,4 TT Kl'/ TR/ANG(./L.4R C:(. L./D. •w4TER". <lJ 6v 7.i4'/CK x 6• ANNULU.!:f/ OF .. h1/G# STR.E.NGTH C0",1/E'R£7E @ 8" PVC, SCH. 80 V41.. VE. C4N :RISER PIPE. NOTE: ALL ~.4NGES CO/.//./ECTED WITH TYPE: 5/C STA/Ni..ESS-STEE:L h'EX. hl.£40) BRONZE" ,fa'C/75 _,:! aa.:. ns. / --+ .. --~ ==: -__ -4 -:::-_: ---·-----· -,--·--· ---------------------i---- I 1-------,;:;:1:::::i ~~j _ ...,. ·: ·-< ' ' ' -----· -··--. ----- ----;--- f - I C-9 OF ao SHEETS (.) (.) w .J ... 0 z ., 0 ~ REINFORCEMENT . •• . -0 ·.- ~ ~ -._.6 5" MIN. 3 1/4" LAP r BONO NON WEL0£0 JOINTS PER 8 C-11 f2 SIZED STEEL BELL . GROUT IN FIELD . ... ~ -.. :·. SEE SPECS. FOfi SHELL THICKNESS . ·. .•. : . < /j.--. • ..-1.'1:;J.; • • ... ·,. : -~-.· 2 _.· ~---1)~·-··•: . , . : .. . . . . ' , 0 .- . \"4.,'. :.-~----~ · .. -......___ SIZED STEEL SPIGOT MORTAR../ '---RUBBER GASKET SEE SPECS • • •• I> •. I PIPE INSIDE DIAM_) tO"MtN TYP I t<t MAX -F!ELO APPL/£!) CEMENT MORTAR 2x4'x 12 GA. W. WM. TACK WELD TO BUTT-STRAP HINGES TYP. , . , 0 . .;. : ... ,- 0 3/4" CHAMFER (TYP.) L 11/2 X 11/2X 3/!6X ll/2"LG. WELD TO PIPE (TYP.) L ll/2Xl//2X 3/l6Xl//2"LG. /,,. "-, WELD TO PIPE"B DOOR W/ -,HEf--t---i-1--s--+-HOLE FOR PADLOCK (2 \ , ,1 REQ'D.) CONC. BASE 4" MIN. HINGE"-WE"LD TO DOOR 8 PIPE" (TYP)~ #10 GA. PL. WEI.OED TO PIPE WELD 8 GRIND C\/ 0-0 0 0 0 DRILL30-l/2"HOLE"SIN3ROWS 10 o o o AT 10 HOLES PER ROW 10 _,or_':_ _o,_ 01 AIR VAC. 8 AIR RELEASE" VALVE",FOR I r , SIZE SEE PLAN a PROFILE I \ ( I 10 GA. STL. PIPE GALV. AFTER FA 8. Q: I \ / I c, 3"MIN I \ / 11r.i-,--Ls FOR PADLOCK g TYP r, '-,;,=;( GALVAN/ZE"D NIPPLE \I ,:.ea-:,:; SCRE"WEO STEEL PLUG VALVE ~w-~, I. II J --u,--~ ;;;'+ -...-3/4 "CHAMFER (TYP.J 24"AND LARGER, POINT AFTER BACKFILi.. . -. ' REV DATE BY BELL AND SPIGOT RUBBER GASKET JOINT I t/2"! I t/2"t GROUT IN F!EL0---1 -, 7 I . .l ., •• • .:.; . . . .. : :. .. f-•:A·~·.• . ..l . -. FIELD MORTAR- {STEEL TROWEL FINISH) ,, '---'--------INSIDE WELD AT CONTRACTOR'S LAP WELDED SLIP JOINT OPTION FOR 24" PIP£ OR LARGER ALT£ RNA TE FIE_'=f2 __ '1'_EL OED JOINT MORTAR LINED AND COATED STEEL PIPE FIELO APPL/£!) 3//5 TYP.~ '><;;;==:;;::,,-:-:_,,,•_~;--.-:-_,.,_::: ~;:•_~-...,-_,-_~---_ ~-,:;;:,_ -:-;.:.--,c;: :: ~2 ::~; :~M ti -~·; __ s... ___ __l._-,•_:_.: -~---TACK WELD TO CPLG. 4" MIN. .. :; :., . . ., • : : :, ' · ...... ". -: ; . . . .. o. ••• 5"sTO. STEEL CO/JPLING ANO PL/JG ~ -_T_SfRAP. . -~(_s_et:3_,qeiq,,,,:E 8.T.) . . -~ . . . ' . . f ·,; :" . . . ' : . . ·-· ... 3 HANDHOLES PER BUTT-STRAP ON 27" CML a C STEEL PIPE TYPICAL HANDHOLE -CONTRACTO~ TO PROVIDE A CONNECTION FOi."< • -PRESSURe TEST. 4 ' 5C .€£Kl ED ~ G47E VALVE . -~ 7.0,A B. o.P. reMPORARY -4 _, G4L V. .PVC WRAPPE£J A/RBLEED L/,\/£ ~-~¥,"_SCRENED. ~· ... NtPPL.e TEMAJRARY TEST 8LIMPHEAD PL. SAME THICKNESS AS STEEL SHELL,3/16 "MIN. c-,-1,--,r:,--(ALTERNATE WELD TYP MIN. TYP 5" MIN. TYPICAL SECTION-BUTT-STRAP JOINT BUTT-STRAP JOINT STEEL PIPE MORTAR LINED AND COATED SET FLUSH IN PAVED AREAS -· ~ ~ , .. l2"MAX. 2'-o''souARE CONCRETE PAO PROV/OE VALVE STEM EXTENSION WHERE DEPTH TO OPERATOR EXCEEDS 5' I SEE DETAIL BELOW J a"cAST IRON SOIL PIPE-- l "' "-~~ [ SET 3"ABOVE GRAOE IN PARKWAY 8 SIMILAR AREAS FINISH GRAD£ /0·1/4"0IA. TRAFFIC BOX WITH CAST IRON FRAME ANO COVER. MARKED "WATER" BUTTERFLY VALVE REDWOOD 8LOCJ<S A' 2-2x2"x l2"LONG =e;--'m_.--fl CRJJSHED RCCK , t?i- GATE VALVE INSTALLATION \:::1 I 01-----j---+ 0 I /-'<.-I\ 0 0 2°AWWA SO/JAR£ ---,OPERATING NUT 4=;~-l-l/4"DtA. STEEL SHAFT 2' MIN.---fl--J ""'.--,t---;;EXTENSION MACHINE TO MATCH NUT NOTE: 1/8" FLAT PL. CENTERING GUIDE Provide protective coating to 11xtlirior surfocs of valve body in occordonc~ with specs. A OAP TOR TO FIT A WWA ,~-~SO/JAR£ NUT u_ _ _._,--__ (TRILL 8 TAP l/4" HOLE 8 USE CAP SCREW (NOTCH OPERATOR NUT TO RECEIVE CAP SCREW) BURIED VALVE !NSTA LLATIONl v~R.I 4"STEEL PIPE LINEO----i 8 COATED PER SPECS. EXTENSION BOX SEE I ~ I 4"STL. FLANGED ELBOW n 5/8" GAL V. BOLT(TYP.) 4-1" HIGH "v" NOTCHES -----3" STEEL PIPE LINED ANO COATBJ PER SPECS. J(ALL PIPINGS VALVES BEYOND THIS POINT SAME SIZE AS AIR VAC. 8 AIR RELEASE VALVE 1--· 4"X 3" FLANGED REO. £LLBOW ·SLIP ON FLANGE (FIELD WELD} MECHANICAL TYPE" COUPLING i ; '4"FLG'D. GATE VALVE" W/ '10 1 1 2"0PERATING NUT SECTION I !_ l ~--''---'~--le~CONN/XifON AT.TOP Of i I y.o" ACC-ESf MANHOLE-I. NOTES, PLAN ALL FERROUS SURFACES OF PIPE AND APIJRTENANCES TO BE PROVIDED WITH PROTECTIVE COATINGS PER SPECS. 2. PROV/OE STAINLESS STEEL BOLTS ANO WASHERS ANO BRONZE NUTS FOR BURIED FLANGES ANO COUPLINGS (EXCEPT FOR NON • METALLIC) AS PART OF INSULATING FLANGE SET. 1---------f. -·-------·-I ELEVATION BEDDING L---ssEE SPE:CS. I~ TRENGII SECTI0N.IS .. FO...R tJSE ONLY /IVl-l£R.E. :...S~E: ~-COMB4CT .. SCXL .C0/11O/7"/0NS EXte:r. =-tYBE...~c...!..~aL:Qe..)?S.i::,~_LAB"Gc .• 08$TRUC770N'6 A!":<e ENC077/YIE8.E0.1 .... 71/ft.7J'?6=NC/I 9EC71oN -=.w-~ae W.t.Qc~AN'O..:D~P~: 771.,4/\I Tf-lAT ~NJ\/. -..-A .• VeR,TIC,4L TR.e.rvCW WALL. SECTION. -I) ,FOR,_P.EP/"17 op n> -5 r=eer, N'O TRe/V01/ ,,,. -----··· ·Is oc,-,u1ReO ·-· · ___ ..,;;.,VP.A::>RT ------'"-'--"'· ----· - • · - ti) rOR.De.PTH exc:ee.P/NG .5 FEET; s,<IORING __ o~ Socio Sf/&4Tf7l/olG IS R,e0il/R.£O. _:~. WHERE .wer, Ut,16TA8.Le .0-'<'. RUNNING 9CVL. /6 -1 EN'COU6/Tl:;8.EO;~soz.1o·~H.eA7ll1NG /$Re6lCIIR.l:O -~-.:,FOR ALL :V~ll~L.-/lf:'fa'/CH .. ~h.i.£2 .•..... ·--.. __ _ ' • _ . ·--_ f:1s:J..7EI..~~--.ser:-.Z?.ot":L_ ~&' ~t:?0 "/\/D T • -• De...:3/.G?'IA.7E.-· r't4..K.LINES. .. _ . TYPICAL • TRENCH SECTION AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY A FIN. OR EXIST. GRAOE 2 • LIFTING HOOKS SEE DETAIL 'A' RIGHT VAR, 5/S"PL. WELDED TO FLANGE) It" DIA. HOLE I zo"FLANGE 8 BLIND FLANGE DRILLING AS REQ 00. (/50#M/N.} E;:;::=~~ 20" OUTLET NOTES: ,. 2. CEMENT MORTAR LINED STEEL TRANS. MAIN TOP OUTLET LOCATE LIFTING HOOKS 4" FROM EDGE OF FLANGE STEEL FLANGE DETAIL 1A' ALL FERROUS SURFACES OF BURIED PIPE AND APPURTENANCES TO BE PROVIDED WITH PROTECTIVE COATINGS PER SPECIFICATIONS. PROVIDE STAINLESS STEEL BOLTS, WASHERS ANO BRONZE NUTS. TYPICAL BURIED 20" ACCESS MANHOLE D VAR. RECO~D or;;:;;,iNG These record: drawings have been prepared l:'ased on information Provided by others. Tha Engineer has 11ot vcr:r;cd the accurac}• d s-ict'! information and· sh.c!il not be responsible for any errors or ornissio.r:s which may be incor-- pora!f"d horoic'l" es ;_ result. J '-------------· SCALE: SUBMITTED APPROVED LAGUNA BEACH COUNTY WATER DISTRICT SHEET 211o4b <;,t.811 DESCRIPTION R.C. E. NO. OAT E JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. 30 Corporate Park, Suite 310, Irvine, Cal~ornia 92714 APPROVED COAST SUPPLY LINE REPLACEMENT SECTION IA DATE c-10 MISCELLANEOUS DETAILS -I DATE Of .30 SH~HS ' 8 w _, ... 1. 2. 3. FOR LOCATION ANO TYPE OF ELECTROLYSIS TEST STATION (ETS) OR SACRIFICIAL ANODE INSTALLATION. SEE PLANS. ALL iEST CONNECTIONS ON BURIED STEEL PIPE TO BE HADE AT EXPOSED FIELD JOINTS. WHERE TEST CONNECTIONS ARE SHOWN 2" APART, THE CONNECTIONS ARE TO BE HADE ON THE SAME SIDE OF THE JOINT. IF CONNECTIONS CANNOT BE HADE EASILY 2" APART LONGITUDINALLY, THEY MAY BE SEPARATED CIRCUM- FERENTIALLY INSTEAD. ALL TEST CABLE CONNECTIONS ON STEEL PIPE TO BE HADE BY THERMITE WELDING OR BRAZING. 4. ALL WELDED OR BRAZED CABLE CONNECTIONS TO BE INSULATED WITH FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. 5. NO WELDING WILL SE PERMITTED ON PRESTRESSE'D WIRES ON STEEL CYLINDER CONCRETE PIPE. 6. IN VICINITY OF UTILITY BOX ANO IN VICINITY OF PIPE, PROVIDE TWO FEET OF SLACK COIL IN EACH WIRE. 7. ALL UTILITY BOXES FOR ETS ARE TO BE PLACED DIRECTLY ABOVE YELLOW TEST CABLES. 8. ALL EXPOSED COPPER (TEST LEADS, BONDS, ETC.) SHALL BE FULLY INSULATED WITH A FLEXIBLE DIELECTRIC MATERIAL EQUIVALENT TO BITUMINOUS PIPE COATING. CEME'ff MORTAR AND EPOXY ARE NOT ACCEPTABLE. REMAINDER OF COATING TO BE PLACED OVER THE BITUMINOUS PIPE COATING SHALL BE SAME AS ON ADJACENT PIPE SECTIONS. 9. ALL CABLE DIMENSIONS ARE AWG (AMERICAN WIRE GAGE). 10. THE OUTER WIRES SHALL BE NO. 4, THE INNER WIRES SHALL BE NO. 12. IF THE CARRIER PIPE DIAMETER IS LESS THAN 12". A NO. 8 WIRE SHALL BE SUBSTI- TUTED FOR THE NO. 4. 11. ALL TEST LEADS AND BONDING CABLES SHALL BE COPPER ANO SHALL BE INSULATED WITH 600-VOLT CLASS INSULATION WITH f-«JISTURE ANO ROT RESISTANT CHARACT- ERISTICS EQUIVALENT TO PVC, PE OR NEOPRENE. 12. ALL TEST LEADS AND BONDING CABLES ARE SINGLE CONDUCTOR ( I/C). STRANDED WELDING CABLE FOR SIZES ~IO. 6 AND LARGER, STRANDED OR SOLID FOR SIZES NO. 8 MIO SHALL ER. 13. TEST LEADS SHALL NOT BE SPLICED. 14. ~I N c~y" 15. THE BANANA JACK OR MALE TERMINAL SHALL BE THE SAME COLOR AS HIE TEST CABLE (I.E., YELLOW, GR[Etl OR RED) TO WHICH IT IS CONNECTED. 15. EACH TERMINAL IN TEST BOARD SHALL BE IDENTIFIED ON THE TERMINAL STRIP BY PERMANENT MARKING. 17. A ZINC RIBBON SPIRAL OF 20' LINEAL LENGTH SHALL BE INSTALLED IN A CIRCU- LAR PATTERN AROurm ALL ETS LOCATED IN AREAS WHERE THE PIPELINE RUNS PARALLEL TO HIGH VOLTAGE AC TRANSMISSION LINES- lP.. A MARKER POST SHALL BE ERECTED FOR EACH ETS LOCATED BELOW GROUND IN A UTILITY BOX IN AN UNIMPROVED AREA. LOCATION SHALL BE AS DIRECTED BY ENGINEER. HARKER POST SHALL BE A 4-IN. DIA. STEEL PIPE PROJECTING 4 FT ABOVE GRADE ANO BURIED 2 FT IN GROUND WITH BURIED PORTION ENCASED IN CONCRETE. PIPE SHALL BE FILLED ANO CAPPED WITH CONCRETE. 19. ALL BURIED ETS.SHALL BE ENCLOSED IN AN UTILITY BOX WHICH SHALL BE MIN. 8-!N. DIA. CAST IRON OR CONCRETE WITH CAST IRON COVER. 20. ALL UTILITY BOXES SHALL BE LOCATED AT THE STATIOl'tS SHOWN ON THE PLANS. THEY SHALL BE PLACED IN AREAS OF MINIMUM TRAFFIC HAZARD AS DIRECTED BY THE ENGINEER, SUCH AS IN PARKWAYS. SHOULDERS, QR BEHIND CURBS. 21. IN SECURE AREAS SUCH AS IN VAULTS, BUILDING, OR FENCED YARDS, THE ETS MAY BE FLANGE Pl:JUNTEO, WALL MOUNTED, OR POLE P«lUIITED AS DIRECTED BY THE ENGINEER. 22. FEMALE BANANA PLUGS SHALL BE USED ON ALL TERMHIAL TEST BOARDS WHERE AC OR DC VOLTAGES PRESENT A SAFETY HAZARD (e.g. FAULT CURRENTS OR INDUCED AC FROM PARALLELING AC TRP.NSMISSION LINES.) 23. MALE TERMINALS SHALL BE USED ON ALL TERMINAL TEST BOARDS WHERE THERE IS iiO SAFETY HAZARD. CATHODIC PROTECTION, TESTING ANO BONO/NG -GENERAL NOTES SCALE: f../0,'-le. COPPER CABLE CONNECTOR 45°L BLOCK OUT OR BREAK OUT COAT/Nu FOR CABLE CONNECTIONS AT SOFF/T. AOOITIONAL CABLES MAY Ai.SO BE ATTACHEO AT SOFFIT OR OTHER AREAS OF CONVENIENT ACCESS. SPIGOT END 2"MAX. F/ELO COAT PIPE JOINT PER NOTE 2 (TYP.) I BELL ENO SIDE VIEW COPPER CABLE-...,. I 7/8" TO CABLE CON-I I /INSULATED NECTOR / CABLE ~===~=IT: ~=u=~~ ·a· FLEXIBLE BONDING CABLE DETAIL BLOCK OR BREAK OUT COAT/Nu FOR CABLE CONNECTIONS. COPPER ~-COPPER CABLE CONNECTOR 45 °L CABLE CONNEC- TORS 45°L FIELO COAT PIPE JOINT PER NOTE N0.2 CABLE TO CABLE CONNECTOR CABLE CONNECTOR 4 •. : • • • . . . MORTAR IN FIELD CABLE TO CABLE CONNECTOR ., ,• . A ,,,. .. · .. AFTER BONDING BEFORE BONDING SECTION NOM. PIPE DIA. (IN.)/ PRESSURE CYLINDER WALL THICKNESS (IN.} 'FLEXIBLE BONDING CABLE SIZE . . NO. OF CABLES PER PIPE JOINT NOTES: I 27 11 CML a C 150 .13 !i . 1/0 3 I. FIELD COAT PIPE JOINTS WITH THE SAME MATERIAL AS THE PIPE COATING. COVER BONDING CABLES W/ A MIN. THICKNESS OF MATERIAL EQUAL TO THE SPECIFIED PIPE COATING THICKNESS. 2. CLEAN PIPE TO BRIGHT METAL IN AREAS WHERE CABLfiS ARE TO BE ATTACHED. 3. AFTER WELDING CABLES TO PIPES, APPLY ROYBOND PRIMER (SPRAY APPLICATION) AND TWO COATS OF COAL TAR MASTIC AND· COVER WITH THERM IT WELDING CAP. ( ROYBOND PRIMER OR EQ. )· 4. AT THE CONTRACTOR'S OPTION, JOINT BOND SHALL BE OF THE FLEXIBLE TYPE, BUT NOT BOTH FOR A CONTINUOUS REACH OF PIPELINE. 5. SEE LEFT FOR ADDITIONAL NOTES. FIELD INSTALJ...ATION PROCEDURE FOR FLEXIBLE BONDING CABLE~- __ J.. . ___ LUG A BRAZED TO BELL END BY PIPE MANUFACTURER_ . -2•-CABLE FROM 'A' TO 'B' BRAZED, SOLDERED OR CRIMPED BY PIPE MANUFACTURER TO BOTH 'A' + 'B: 3. LUG 'c' BRAZED TO SPIGOT END BY PIPE MANUFACTURER, 4 ... CABLE FROM 'B' TO 'c' BRAZED, SOLDERED OR CRIMPED AT 'c' BY PIPE MANUFACTURER, 5. CONNECTION OF 'B' TO CABLE.f'ROM 'C' TO BE SOLDERED OR CRIMPED IN FIE:LD 6. AS AN ALTERNATIVE TO STEPS 1-5, CONTRACTOR MAY BREAK OUT COATING IN THE FIELD AND BRAZE OR THERMITE WELD CABLE TO BELL AND SPIGOT. _ 7. _ . CABLE SHALL BE MULTISTRAND COPPER WELDING CABLE FOR MAXI- MUM FLEXIBILITY. e. 'A . 'B' ANO ·c· TO BE INSULATED WITH RUBBER MASTIC ELEC- TRICAL INSULATING COMPOUND 1/16" THICK, GATES RUBBER OR APPROVED EQUAL. • 9. . AFTER COMPLETING THE FIELD JOINT AT B IN THE FIELD, TOUCH UP ALL EXPOSED COPPER WITH ELECTRICAL INSULATING COMPOUND 1/16" MIN .. GATES RUBBER OR APPROVED EQUAL 10, FOLD CABLE ASSEMBLY INTO JOINT SPACE . BURIED STEEL PIP£ BELL 8. SPIGOT JOINTS B ELECTRICAL BONO/NG WITH FLEXIBLE BONO/NG CABLES VAR SUBMITTED IB"OIA. TRAF'FIC TYPE C.I. MANHOLE FRAME 8 WITH MARK/Nu AS D.IRECTED. 8-/3/16" DIA HOLES ON II 3/4" BOLT CIRCLE W/8-3/4"X ll/2"S.S. CAP SCREWS. 3/8 11PL. W/l"DIA. HOLE WELDED TO FLANGE 13 1/2 11 DIA. FLANGE---.. ANO BLIND FLANGE CONCRETE COLLAR COVER 7 .:, § f · ~:~-_1:. :~ •• > ,e, • •. "\ .: ..... :~ :"::.-\ \;,:f~~-- ~•. ....---"::EONDINGI G I 7YP. C-IZ . '2:l..11PlPEl.JN£ '27 "PIP€LINE • '27"x 24" RE.OUcE.,.q ... · ., .. ... ; ·. . .. NOTE; ALL PIPELINE M47.:Rb'IL 9f/ALL ee CML .f C STEeL PIPE. --SEE-PLANS FO~ LOC4TION5 O..F 20N ACCE'2>'3. M4AIH0LeS _:_ @ BC>rH S/oe,r ·=-~L VE. TYPICAL '24" Y,ALV£ !NSTALLAtlON G 6"GRAVEL POCKE'T B"scH. 30 STE'EL. PIPE · IS"DIA. I.D. AC PIPE _ __,. OR PRE'CAST CONCRETE RINGS F£.ANGED OUTLET WELOING NECK FLANGE ----1-----;.=:,,,-,..,-:tl/ 16 "GASKET . <"-i- ··~ --·, . : •. -·:r. .: . : i-.,:: 8" SCH 30 ST£EL PIPE IF THIS DISTANCE IS GREATER THAN 5'-o" ,ADO ADDITIONAL SLEEVE COUPLING ...._.-COUPLfNGS SLEEVE-TYPE OR MECHANICAL .. :.t NO. 4 P. E. CROSSED STRANDED COPPER BONDING CABLES '-'-"+-"-+--'--'---'-1-+'-'-'++-'-CEMENT-MORTA R 90 • WELDING ELL CEMENT MORTAR . LINING• FOR COATING SEE SPEC. WELDING NIPPLf LIN/Nfi -FOR COATING SEE SPECS CONC. SUPPORT ENTIRE INSULATING FLANGE SE'T 6" PIPE LENGTH RESILIENT SEAT GATE VALVE NOT£ s, I. FLAN(;E AND SLIND FLANGE SAME CLASS AS PIPELINE. 2. CEMENT l/l6"THK. FULL COVER GASKET TO FLANGE. ALTERNATE LOCATION WELD 3/8• PLW/l"DIA. HOLE TO FLANGE s•scH. ~o MORTAR LINED STEEL PIPE-.FOR COATING SEE SPEC. STD. •"BUMPED HEAD ENCASE IN 4•o_F CONC. (ALL AROUND} 3. ALL EXPOSED FERROUS SURFACES OF BURIED PIPE a APPURTENANCES 1"0 BE PROVIDED WITH PROTECTIVE COATINGS PER SPECIFICATIONS. ~-PROVIDE STAINLESS STEEL BOLTS, WASHERS AND BRONZE NUTS TO BURIED F'LANGES B COUPLINGS EXCEPT FOR NON·METALLIC WASHERS AS PAR.T OF INSULATING FL AN(;f: SET. BLOWOFF DETAILS REOillD DRAWING The9e record drawings have been prepared /:>~sed on Information provide,d by others. Th-2 I" l::ng!neer has not verified 1he accuracy of such Information and shall not be responsible fur any _errors or_ omisslons which may be ~ ;,orated hv-;sli1 as a resutt. _ij APPROVED LAGUNA BEA-CH. COUNTY WATER DISTRICT SHEET N DEO JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. APPROVED DATE COAST SUPPLY LINE REPLACEMENT SECTION IA c-1.1 DESCRIPTION CHECKED .JU'--~--~ J S . MONTGOMERY .Z.IL,4h S•'l 6:lfl R.C.E. NO. DATE 30 Corporate Park, Su~e 310. Irvine. California 92714 DATE MISCELLANEOUS DETAILS - 2 Of' 30 SHEETS REV DATE BY CONSULTING ENGINEERS, INC. w ...J .. 0 z "' 0 ~ REV DATE BY NORMAL F?E.!NFORCE.AIE./IT FACE OF CO/IC. SPACER AGAINST FORM /OPTIONAL! ◊, .. • ·-<> •.. 2" CLE.AR (SEE NOTE! --CONC BLOCK SPACE.RS ~-J" OPEN E'IE EMBEDMENT --~-•., .. -·--.3" OPEii E'IE PER ABOVE • .. :, ; . : . FACE OF CONCRETE ...___ ,,,,---BE/ID 011 I" ---.....--..,/ RADIUS EYE BAR ANO EXTRA SUPPORr BARS SHALL NOT BE Ill CONTACT WITH NORMAL REIi/FORCiNG BARS OR Al« OTHER .\IETAL INSTALLATION OR ACCE550F?f EMBEDDED Ill CONCRETE LIFTING EYE DETAILS ., REY 061588 -~----/6"C0,<.1TROL w:JLVE /3/ G"-01 AB/..IK'C /ROAi BODY S.5 TRIM, CLASS 125 ~LG'D -E/..1.05 W/16'" ,.-/01 V.4LV£' POSITION /NDIC.Ll7"'0R I-VSTAL..L£D #12, CU WIRe W/ I-IMW PVC /A/SUL.AT ION (Tr'P.) CAOWE.LO !OENTIF'/' TEST S,TATIOI\I AS DOMcSTIC WATER L.IN'e-----1 ( SE.E NOT€/. (7Y~) b_-----,]'_:_J PDST (scE NOT€ 3) V.A l V £ 80ND!NG D£ TAIL FLANGE BONDING DE.TAIL j,.107£9 VIC7A/.JL/C COUPLING 80NDINrS DE'lAIL #£ Ct.I WIRE.. --... C,ADWELO W/ HMW PVC SEE. NOT£ /. INSl.)LATION {,YI'!) u~, ,---L_---t:~=~~~--, SL EE.VE COUPLING 80NDIA/G DET✓4IL /, ~E.MOVE. EXISTING COATING A& Rl=QU/RcD FROl\-1 RP£ 70 /74CIL/T,L/TE INGT,4LLATION CLEAN STEEL !BY WIR'c BRUSff MP-TIIOD ANO GRIND TO /.::R/4/-/T METAL PRIOR. 7V NELOI~. INSTALL WIRE5 USING THe eXOT/IERMIC NELCNNG ,.,c:i?OC€SS /N ACCOROANCC: ,,Y/7?-I ER/Co EN'4,e. S,OeC-A/c;O-AO.G ,ANO ReSTo~E P/Pc COATING ?ER SPeC/FIC4TION-S. COAT ·, ,Y,z_" F-'){PANStoN JT. MAiERIAL NOTcS: c,,40W{:t..0 PeR VALVE ,BC,,"-IOi/'./0 oern1t.. I G I ' I I, WHERE. SIOE.WALK IS AO✓ACENT TO CURB PL.ACE TEST STATION' IN A '2 1Y Z' X 4 11 CONC. SCU./Ari:e BLACKOUT, CLASS sc;o-C-3~50 ~-IN OPEN SPACE A~EAS, //\/STALL BOX IN 2'x'l.'XG1 CONC. PAO, CL.ASS SG,O-C-;3'250 £LECTR.01-Ys1S 'Tl=ST STATION' ------+--- .eACII WeLO Nl/7, FLEXIBLE DIELECTRIC BJTU/-1/,VCJ(./.5 P/PE COL}T/,'./G MATER/AL ~ £Qt/I VALENT. 3, IN A~EAS WIIE;ee NO CZIRe> OR eeR/1.f' 6XISTS, OR 77/&Re IS CWLY ROLt..eD CUR/.3 ,fGtffTe.t:?.' INSTALL ewe ~H GAL. y STL. ,PoST { PAINTe!O rl//./lGH V/$/.8/LJTY OSHA YELLOW) ATcwcax>N~ Cf.lR.!3 1 ---,__.if' GUTTER r--~------1 '2, THE MINIMUM NUMBER.S Or e,oNOING WIRES SHALL BE :J-€ACH PER: VALVE .FO;.: VALVES 18" ANO LARGE.R PLACcD SYMMeTRICALLY AROUND P/Pe, !2 eACh' FOR VALVES IG" ,'WO SMALLER ?LACED 1,80° APA-Rf. o<= COAIC. PAD ON TRAFFIC s.,z;e, /Me.t=-0 A:>ST IN Z4" 0-:CDNC. g' BELOW ,:;;c-4,Ae ( Ex71JN'o ::JI ~e G.e«:l:. 4. SE£ SHEET C-// FOR GENERAL N0res . I TYPICAL .BONO/NG DETAILS AT PIPEL/Ne C0/\INECTIONS ELcCTROLYS!e Te.ST STATION OET,4/L -No 5CA LE £,</GR4V£ #W "0/..I TOP OFCAP DETAIL /./OTES: /. ALL JOIJ../TS ARC TO 8£ SC:AL£D .4G'AIN'S7 WATER //-/FIL TRATI0/..1 IN CONFORMA,<,JC£ WITH _ CONDUIT MA/JUFACTU.RERS RE:'COMME.4'124TIONS ' 4/.ID ARE TO BE MADE IN TH.e PRE.S£;</C£ OF 1 k/ATER /I-/SPEC'7VR (TYPE J ¢ ff) 2. GRl,1/0 . SM0077-I 4LL WELD-S ~ .Sh',,,U?P EDGES. ' . I= I ' ' ' 4'x 4 1 VAULT IJ£K/N'G 4N'D COVER Kl/LI.FT/NG &"VE@ U#DERSI.DE OF COVER (_OM IT R/,<./G AND COV£'-'? 4/./£) N'OAI-S'K/D SURFACE) qu1KSE:T-S£R/£Slv'O. --PVC',<./-48GO -0£ £(i'VAL (h'-20 r.R-4F.F7C LOAD/NG.) ~--36"DIA. NECK W/CDV£R qv1KSET -SERIES NO. 36-GR ( h'-.20, LOADING) OR cqUAL. !.>l"'.r--+--ONE. (IJ LAYER OF EXPANSION JOINT FILLER Jd-,,-,¼-,,---<.Tf P. r-'C'PLATE 'dDIAM£TER GALVANIZFD ANCHOR SOLT WITWO 12/HEX NUTS FOR LEYELI NG AFTER INSTALLATION, (Tf P. OF 41----... H VAR I '£' I I 'A' I n v1c=uL.IC-.C.06'BLING ' .STA. DESCRIPTION 4.+/4.00 ~-3'P/PE SPOOL Wj _8,, OUT£T -.6" CMLi/C ST.E£L P/PE ~-./.3/ VC -CONTROLLER -=>EE SPECS: FDR OP770NS ~ VICT4UL/C COVPLING ~-/6,,, GATE VALVE INST4LL PIP£ SUPPORT M-109 DETAIL J SC4LE-·3/a"=l'-O' C-1 SCALE: DESIGN~,,i.il- SUBMITTED PROJECT ENGINEER R. C. E, NO. DATE NONE. DRAWN ENDED ,ZJ<.,4~ -S,Z841 CHECKED J E M. MONTGOMERY R. C. E. NO. DATE CONSULTING ENGINEERS, INC. I I ---'>/--+. --~---tt-t I BEYOND 7"HC 5£CT/0,V CUT ' 5L££Ja:-TYP£ CPLG.{7YA) . - I. ~ \) '-I' ,I', ' ,- - ,- = rl ' ,__ -... ~ . :--r __ _,_ _____ -1 __ --i • (.9 e= ,, ~ .... ' /hi.STALL PIP£ SUPPORT.$ M•/OS /·C. F. GRAVEL SUMP TYP£ LL VENT HOLE SPECIF/CATIONS 5TA!v'.Z::,P/PE: SPACING DE5CRJPT/O;V Dl.4.-"o11 DIMENSIONS IN INCHES IIOMI//AL I SUPPORTING PIP£ FLANGE ,'/PE 5/71 'A' '8' 'C' 'IJ 'E' 'F' ·r; 'H' ·, 'F' •r; 'H '✓ 8 4 /2 3/8 5/B 6 5 a /3 II 7%z, g ·Ni 14 /6 4 12 13/8 5/B G g 13 19 15 IZ 18 ~ /8 NOTES: I WHE,V SJJPPOffT/NG PIP£ AND FLANGE ALTERNATELY ON THE SANE LINE. CONCRETE 1 • PIERS FOR PIPE SUPPORTS SHALL ALL HAVE TH£ SAN£ DIMENSION 'H FOR FLANGE SUPPORT. 2. PIPE SUPPORTS TO BE LOCATED IN PLAN AT POI/ITS MARKED THUS: (XJ . J. WHERE DJFFEJ1£NTIAL SUTLENENT IS LIKELY TO OCCUR. OMIT GROUT AS l)IP.f.CTED Br THE ENGINEER. 4. GALVANIZE AFTER FAIRCltTlOlt. PIPE. SUPPORT .~CORD DRAWING .SECTION I 8,, 8 ,ROWS OF 12 Eq(/ALLY SPACED /'HOLES These r&"'..otd drawings have been prepared ~3Sed w1 information provided by others. The Enginee; !ias not verified the accuracy of such information and shall not be respor.sit!e ior any erra..-s or o:nissions which may be incor- SCALE:: 3/8 •~I'-0" JAMES M. MONTGOMERY CONSULTING ENGINEERS, INC. 30 Corporate Park, Suite 310. Irvine. California 92714 APPROVED APPROVE l t:'.96 #OLES 7VT.4,f__) . DATE DATE . • porn.ted' hereitl as a rasult. LAGUNA BEACH COUNTY WATER DISTRICT SHE ET COAST SUPPLY LINE REPLACEMENT SECTION 1A C-12 MISCELLANEOUS DETAILS-3 Of 30 SHEETS , j z AV, 0 - <[ -z < ~ -< )> :,: 0 ~ '1i? -AV ::, r 1 T-2 T-3 •TRAFFIC CONTROL PLAN_ J_I\ID_EX _M_AP SCALE: 1":300' • APPROVED FOR CONCEPT AND ADHERENCE TO CllY STANDARDS ANO REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURAcY" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT N ~ NOLTE and ASSOCIATES a.. Engineers/ Pl,i_nners / Surveyors ' "' T-10 T-8 ~, • ,;:::-:=,_:::::,,--=:-:::-...~.::::-::-::!'O,!;.~. _j _:::::.-=-.....::::_~-==-~o~k SHEET TRAFFIC DETOUR PLAN FOR G .. _1 INSTALLATION OF ,, 27 .. WATER LINE OF~ APPROVED:~a,ul/f/ ~k:o DATE: 7fa.'-/ 91 112Aff'fc. Cbllffte.oL OIVC..'I' l---+--+------------t-t---t:-;:DES:---;-L,-;:E,7;D:;;:WN;--;D;;-;.P.~.H.J---=--:_:__:__:_:_ ___ I 11 --£:--/--:--- 8 :--::- 11 -:----+-==--a D DENVER. co ;:] ORANGE COUNTY □ SACRAMFNTO □ SAN DIEGO D SAN JOSE D WALNUT CREEK l---+--+----:------:-=-::-:-::-::--::-----t=t:-=:t:;::--;::-;:-t~::::-::-:1 P. C.H. D£TOUR-PH1-1 s ''°" ,.,_°"' 1m1B37-soo1 "'" ,,,s.so20 '""""·"" ""'"''·'""' 1m1 '"·"°"' DAT£ Bi REVIS ION OESC RI Pl ION APP'D DITE CKD D.P. DITE 6-9/ JN I I / ·------- LEGEND CONSTRUCTION NOTES: ltiDdliiED [ ~' 10 ,~, ROAD (j) llRJllWFIC CONSTRUCTION HOURS SHALL BE FROM 10:00 P.M. CLOSED TO 5:00A.M C3A C/3 C2 @ CONTRACTOR SHALL COVER ALL TRENCHS WITH Rl6 STEEL PLATE DURING NON-WORKING HOURS. ~-. @ CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG OIITOUR ALL TRAFFIC CONTROL DEVICES, AND S!GNAGE 24 : AIIEAD HOURS A DAY. R2G G) C.ONTRACTOR SHALL COORDINATE ANY AND ALL 7<EEPRIGHT".1 SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS Cl AND CITY OF NEWPORT BEACH AND SHALL RETURN CIS ALL MODIFICATIONS BACK TO NORMAL DURING NON-ltlGHT WORKING HOURS. -~ TURN @ ALL SIGNS AND DEL/NEATORSSHALL BE REFLECTOR/ZED ONLY @ CONTRACTOR SHALL PLACE REFLECTOR/ZED "KEEP R/7 ~41 TYPEN RIGHT" SIGN ON'(£ DEL/Nf;ATORS FACING EACH ~ C20 DIRECTION EVERY /OO: RIGHT LANE ~ fououR] MUST rs 0 ALL, PELINEATORS SHALL BE [)OUBLE-BASED TURN RIGHT R7 R!S. C5 R/8·2 " ... DIRECTION OF TRA!tl:L •• DELINEATOR ◄ REFLECTOR/ZED SIGN +--I-TYPE Ill BARRICADE ' ~ FLASHING ARROW BOARD: DO NOT PASS R63 W44 I ' I ! PACIFIC COAST HWY. PACIFIC COAST HWY. N ~ NOLTE and ASSOCIATES , II.. Engineers/ Planners/ Surveyors /00·4 NOTE: I . I I I 105•--J-------j I I i ! I r ~ .c:; l/05-7 I 11/·-,-·-' THIS IS A NIGHT-TIME DETOUR , ~ Cl \ ~ c1s • TRAFFIC DETOUR PLAN FOR; INSTALLATION OF SHEET T-1 27" WATER LINE or 3O ~~l{:Yv.W,(11~-J_R~E§.v'~O'..:_ . .!_P.~'ER~CA~£LT,"QR4~A/~5~CO«l~~~-+--f0~ES~--+D~W~N ~0r-v::;t------=:_:__ __ __:__:__ ___ __:_-'------:---'------'+~==-1 DDENVER,CO □ORANGE COUNTY □SACRAMENTO □SAN DIEGO □SANJOSE □WALNUT CREE, fl • • P. C.H. nr:-Tral ''R ou115.•c-1· (303)791-0666 {714)837-5001 (91(,)446-5020 (619)278-9392 (408)287-3:4()0 (415)93-t----0060 DATE BY REVISION D(SCR.IPTfoN APP'D DATE CND DATE G·9/ • ♦ , vc:. f vv~ -,-r1~ Ci · IN j • 0 ., C;3 250' I 150 , . o'JY CONSTRUCTION HOURS ''HALL BE FROM 9/i'?'JAM.. TO€:OO?.M. ~ CONTRACTOR SHALL COVER ALL TRENCf.'S WITH STEEL PLATE DURl('JG NON-WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES. AND S/GNAGE 24 - HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND DELINEATOfQSHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED ''KEEP RIGHT" SIGN ON(£ DELINEATORS FACING EACH DIRECTION EVERY IOQ'. Al.I. f)WNEATORS SHALI..SEOOUBI.E-8AS£0 REMOVE POl?TION OF EXIST. KAISED ME'L>IAN'A f) R.EF'i.AC.E W/ffRM//Nl:NT n.c._ A I> ST/?/F'E IN MEDIAN WIT/-/ 4'P0f/BLE Yet.LOW STRIPE r:c C3A C/8 R/7 ROAD CLOSED CZ ,~11.-1 -C/3' W57 Cl R/6 RtGKf L~N£ MU!T TURN P:IGHT . R/8·2 ~ RIS IAll!/il: .. , TJJII( R26 W44 >£ II BARRICADE WlrHOl.4cATI$.,;,~ _) u I 10,,.9 r 1 INrERS. C770N • I -----~ I (J)' I TYPE II BAR~ :4 ,WITH C3A IS . " I INTERSECT/, I : : u[', /04-5 I I I =>, L _J : 0 i: ~ ;· --, I I -I VOi? I , I IT I ' .... • • I I : -1104 I 104-5 i I I ----·----,+~=-:;::-,:::,,__ __ __,e::::::::::::,,JI:~-___ j [ j .----,.;+-+--TYPE Ill BAR . 1046 PACIFIC DIRECTION OF T,'i'AVE"L DE"LJNE"ATOR 800 COAST_ HWY. TRANS. @, .50: I '05 CA 27" JVATEF? L 'NE N ◄ REFLECTOR/ZED $/GN . +--+ TYPE Ill BARRICADE PACIFIC COAST #WY. ~ FLASHING ARROW BOARD. TYPE"N C20 IIIGKT TUIIN ONLY R4! R7 IV•_,, • -___ ,.---,------=-- ---J ,o N TRAFFIC DETOUR PLAN FOR SHEET jououR] N ~ NOLTE and ASSOCIATES a., Engineers/ Planners/ Surveyors PLAN SCALE LIi • 40 I INSTALLATION OF T-2 27" WATER LINE OF· 30 cs . .. __ -. □ DENVER, CO □ ORANGE COUNTY □ SACRAMENTO □ SAN DIEGO □SANJOSE □ WALNUT-C;_REEK ~~~~tV._µfJ.l~:!_~~Y.~'b~-.f.~~~a4!1.~Q.'a<l~~NS~C#>~M1~~1!,t,=N~~~~-+---l--l~DE~S __ ,_DW_N_¥---'~__,I--_-P,-,-C-,-H.-, =n=-=1C'_'T:_:I'\:__:.:/_:_ 1,c:,:._: _ _::D-=ILJ=-U:_:_IS._.:::.'C'=--:.:1:__:.:·=--------J-~~====~-J 1301\"1-0666 (714)837-5001 (916)446-5020 (619}'78-9392 '""1287•3400 (415)934-8060 DAit BY REVISION DESCRIPTION APP'D DATE CKD DATE G·9/ · v,:;;;. f vvn·· ,ni!-f I.;, JN .. RI V ' . . CONSTRUC 70N NOTES: NO LANE CLOSURE IS PERMITTED BEFORE 10:00 A.~ OR AFTER 4:00 P.M. CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES. AND SIGNAGE 24 . • HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS ANO OELINEAiORSSHALL 8£ REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED ""KEEP f?IGHT'" SIGN OfV·(l_ DELINEATORS FACING EACH DIRECTION _£VE'RY 100'. • ALL DELINEATORS SHALL BE DOUBLE-BASED [ liibdiiib 10 11RJ1R,lffl: C.JA C/8 ~ R/7 LEGEND I l~I ~ : s CI.J' R/5 [;] ' ROAD CLOSED . C2 M!EFR/GHT". Cl lttGHT DO TURN NOT ONLY l'ASS R4I R6.J W44 /50' BUFFER 7.0NE /02-6 ~ OIR£CTION OF TRAl/f"L -,.----.:-.. ¼ • DELINEATOR . ◄ RErLf:CTORIZED SIGN +--!-TYPE°ill BARR/CAO£ • ~ FLASHING ARROW BOARD I Rl~Hfl,11(£ IIIIIIRG . MI/S.T '" llNf. w~~r-1.er TYPEN RZG C20 R-18-2.- ' . N"' NO.LTE and ASSOCIATES .. Engineers/ Planners/ Surveyors BOO' DEL/NEAT/ON TRANS r T ION PLAN SCALE 111 ' 401 □ DENVER, CO □ ORANGE COUNTY □ SACRAMENTO □ SAN DIEGO O SAN JOSE □ WALNUT ,:;_REEK i::~;;;t<f';i'tTV.::. V:'°. ~I..L_,(l:_:.='E.:._v'.=b~. i"l:;!ER=~C4~~=~~COM,~~~>=N~7S~-t---t--~~-~~~~ (303)791-0666 {714)837-5001 (916)446-5020 {619)278-9392 (408)267-3-400 (415)934-8060 I orrf BY REVISION DESCRIPTION DWN RDH DES APP'D DATE CKD DATE \--x 250' 250' ~ ---Fi'::::_--./ '---<"'4---, '--...... ~ ,/L ...... TRAFFIC DETOUR PLAN FOR SHEET INSTALLATION OF T-3 27,. WATER LINE DF ,30 · P. C.H. DETOUR-P.HAS~ I JN ' • -f 0 ----~""---=---= ., ~ -----12" CONSTRUCTION HOURS SHALL BE FROM 10:00 P.M. .TO $:00 A.M. CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS, I ·. CONTRACTOR SHALL Be RESPONS/BLf= FOR MAINTAIN/NG· i ALL TRAFFIC CONTROL DEVICES, AND S/GNAGE 24 • HOURS A DAY. C.ON.TRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATIO..'I MODIFICAnONs WITH CAL-TRANS. ANO CITY OF NEWPORT BEACH ANO SHALL Rf=TURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS ANO 0€L/NEATORfSHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACt REFL£CTORIZED "KEEP trlfJH, SIGN ON-fl OELINEATORS FACING EACH OllfECTION EVERY JOO: • ALl, Da/N&4T.tJeS...SHALL PE DOUBLE-BASf=O I , R(W) Cl.OSfD TO lHlU TIW'FIC C3A C/8 '~ R/7 LEGEND l~l-1-.1 cI3· W57/RT} ~ I GHT .. , "KEEP RIGHT" C20fLT} C2I RIGHT TURN DO NOT ONLY PASS R4/ R63 ·w44 I 1026 PACIFIC COAST HWY. NOTE: TRAFFIC SIGNAL TO BE RED FLASH OIJRING NIGHT TIME CONSTRUCT/ON. AT LEAST ONE fl) X-WALK AT POPPY CROSSING COAST HWY. MIJST REMAIN OPEN TO PEDESTRIANS OIJRING CONSTRUCT/ON. _,,, _,,,/ ----'1V11 --r--c::---, 0 \ ~ DIRECTION OF TRAVEL • DELINEATOR (DOUBLE BASE) ◄ REFLECTOR/ZED SIGN +-+ TYPE Ill BARR/CAD£ ~ FLASHING ARROW BOARD ROAD I DETOUR l . CLOSED C2 TYP/:N CG /0J·3 0 -• PACIFIC COAST HWY. N ~ NOLTE and ASSOCIATES .. Engineers/ Planners / Surveyors □ DENVER_ CO O ORANGE COUNTY IJ SACRAMENTO □ SAN DIEGO □SANJOSE D WALNUT <_REEK (3031791-0666 tn◄> 837-sooi \916) 446-5020 (6191 276-9392 (408) 287M3400 (41S) 934-8060 \ NOTE: THIS IS A NIGHT-TIME DETOUR TRAFFIC DETOUR PLAN FOR SHEET PLAN SCALE )II • 401 INSTALLATION OF 27'' WATER LINE !~ t-V'-s-'0A+r-'-V._V.-+'-._1.._--'-R."''£"'Y'--v=' _,.,-A.:..,t=R=..:ce<1.,,,,,L'-'-~=A1:=-=s"--"'~="'·=:<..:e.--1---1--+.:DE::.s __ -+o::.w::.N::.o"'-A-""'_j--------------~......:--:._ ____ _._~!:..==:±....-I DATE Bl REVISION DESCRIPTION APP'0 DATE CK0 0ATEG-91 P.C.H. DETOUR-PHASE f IN 500' TRANS. @ 50:I TYPE II BAR/CADE WITH CTION. ISO' 8UFF£R, PACIFIC COAST HWY. 540: TRANS. @ 50; I 500 1 TRANS. @ /.lJ.5.·/ ( / ! \ (!6·5 --...----- ---------------,,,-Xt.3 07'---..,___ ') r··--_ _, • 4GAS ----------~-7 /-----">-689~J ,.....,~~-~r ✓·(/V~~~---__=_J! -~ _____ __,, ---120•~------==----_)--~----~-/25:.....-----~_::-!!___ . .::::::.___~----_/ n---: -·-'\--....,_"'-.:,::::_~)-v-v-...,_-./_,":::r-....~'v---,~~---- • fj ~~ I -----~ > ~ ,; '-. I, \V '/ 1/ ,,____.._ \ \ '°", \ \ • •~ "'•:-------...... // /~ • . '"\ ""' , <101• 1 t • 111-6 ·---, 1//"(0 r / I ,,--~ ~ '--_ J--, • ___ n___ :~--7"----~-o "'\._ \ \ ' / ~ \ ~ Q ;;:---_....--f I") 7 I) Q ,I \ ~ ' ( \ 0 ' / 7 ~ = __ :,.._ ))11 \ ~\ ' 7) --:-1½ I J-z'° _ _)./ // fl 0°0"' I I!!/ I I 0; j I r;--;;0-; 0J YI 1/ \ I /,' ;~r 4)f_7i25 pi;-~ __ t ___ ;r::=lf~_-_-::___-:'_____J-=._v----'.-~--r -i-r~-=----rY--)/ ' -; o\ rocjY----~ , ) I I 1/;~~lf-!;, ////;~' // A-;/ 1c~ /11/' /11/1, _f X 'f dl1ir,f l y.--/.!___/ ((;--(,q;,,.,.-;J}, I' 1/ /j 1299:-'/""',)j 1,L) Jr-1315 I I ,~r•-1/3!6 (1 !) l/t11 ~'--__,Ji3 zy,....., "): _y•-r ~ ,~-"'-/ 1127 112-9 CONSTRUCT/ON NOTES: NO LANE CLOSURE IS PERMITTcD BEFrJRE (0:00 A.M. OR AFTER 4:00 P .M. MORNING CAA/YON RD .. CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATF: DURING NON-WORKING HOURS. CONTRACTOR SHALL 8E RESPONSl8LE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES, AND S/GNAGE 24 • HOURS A DAY. C.ONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION Moq!FICATIONS WITH CAL-TRANS AND CITY OF NEWPORT 8EACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NOf?MAL DURING NON- WORKING HOURS. ALL SIGNS AND DELINEATORSSHALL 8E REFLECTOR/ZED -r:c C3A C/8 LEGEND ,~1.l!~sl C/3 R/5 [;] "KEEPRIGHT" Cl C2I RIGHT ... • +--+ DIRECTION OF TRAVEL OELINEATOR REFLECTOR/ZED SIGN TYPE Ill BARRICADE FLASHING ARROW BOARD ' PACIFIC COAST HWY. NOTE: THIS IS A NIGHT-TIME DETOUR TRAFFIC DETOUR PLAN FOR SHEET CONTRACTOR SHALL PLACE REFLECTOR/ZED "KEEP ff/GHT'" SIGN ON-({_ DELIM;ATORS FACING EACH DIREC770N EVERY 100'. . ALL DELINEATORS SHALL BE DOUBLE-BASED ~ TURN ONLY 00 NOT PASS jououR l CG N .._ NOLTE and ASSOCIATES PLAN scALE INSTALLATION OF II.. Engineers/ Planners/ Surveyors 111 , 40, 27" WATER LINE T-5 UT r, V3Ct'r v.V. , -Revo. PER 04L.i??AII/S a:.MUli=A/7!!, DES DWN Or"-l---'-----1£-·71_0_U_'R_P._-_'H._~-S.~'E-/___; ____ --1~0'-=F :=3=0 ==--a, RI? R4I R63 W44 TYPE N R.J4 9'2 0 mNvER, co □ oRANGE couNrv □ sAcRAMENro □ sAN 01Eco □ sAN 1ose □ WALN .....__REEK t--'-~f--'--'-'--+-"-"'---'=.!:.!<~=--""'==~==~=--+-+-+-.:.....__-+---'--"---1 P. CH. n 00,,,.,.-111◄)837-5001 (916)◄46-5020 (619l 278·"" f408l 287•3400 r.,,,,,.._..., DATE BY REVISION DESCRIPTION APP'D DATE CKD DATE G-91 • • • V, -JN • (f) @ @ 0 ' J CONSTRUCTION NOTES: ~C/8 NO LANE CLOSURE IS PERMITTED BEFORE '.&:00 A.M OR AFTER 6;iJO P.M CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONmOL DEVICES, AND S!GNAGE 24 • HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MOD/FICA TIONS BACK TO NORMAL DURING NON- WORKING HOURS ALL SIGNS AND DEUNEATOR;SHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED '"KEEP RIGHT" SIGN ON·(£ DELINEATORS FACING EACH DIRECTION EVERY /00'. - ALL {)£UN£ATORS SHALL BE DOUBLE-BASED I I 1'----· \~ X ---, ' _// -- I ! ,,,. -' ' i -"' I ' "'" ' -+ SEAWARD RD. LEGEND RO\OiirilED 10 ,~1-1 .. 1 ROAD 1lRJTIW'Fx: CLOSED C.JA CI.J W57(LT) CZ [;] ~ $ R/5 TYP£N "KEEP RIGHT" C/8 RIGHT -~ DO TURN NOT ONLY PASS R/7 R4/ R6.J W44 5 SEWCR:,,_ .... DIRECTION OF Tli'Altl:L • DELINEATOR ◄ REFLECTOR/ZED SIGN I• +-t " : ! . TYPE Ill BARR/CAD£ . . . .DETOUR l .c,; cs PACIFIC COAST HWY. 1501 BVFFl=.R ZONE PACIFIC COAST HWY. N ~ NOLTE and ASSOCIATES It.. Engineers/ Planners/ Surveyors I " ·\ ' _l ---✓--~-~ 540 1 TRANS. @so:1 i 1• f~ \ I \ ~--· "-' "' ~~ ~ PLAN SCALE '" , 401 \ TRAFFIC DETOUR PLAN FOR INSTALLATION OF SHEET T-6 27" WATER LINE OF 30 r-,_:~2,1/:~f _!II.::_:. \I.'.:... ~I.L_ts.R.~'E:!'.'.~!,1o~E§~~~~~•!l.E! ,~~~u~'t',il]i_+---i---l'D~ES'._ _ _j'D".'.'W~M_'.!':~::Jt---~c-=----=----:------,---'c------,------l!--'"-==~-11 DDENVER,CO □ORANGE COUNTY □SACRAMENTO □SAN DIEGO □SANJOSE OWALNUT<;_REEK .. • r, ,,, ---,..,,, P., C.H. rlC::-'T.l"'ll l'R_i:::JuAs.:£· I: (.,3)791-""6 (7'4)837•5001 ~16)....,.,. (6191 '"-9392 (<08)'87-3'00 (41S)934<i060 DA.TE BY REVISION DESCRIPTION APP'O DATE CKD DATE G-9/ Vt;;./ vvi ,nM ·. JN 19 -\. ~f,'._,\ ::Ji-..-; r;-:--.__J ( / '/ CONSTRUCT/ON NO1ES: NO LANE CLOSURE IS PERMITTED BEFORE ·51:00 A.M OR AFTER 6":00 P.M CONTRACTOR SHALL COVER ALL TRENCHS WITH • STEEL PLAT£ DURING NON-WORKING HOURS. - CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG ALL TRAFFIC CONTROCDEVICES, AND S/GNAGE 24 HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL _ SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND D£L/N£ATOFSSHALL BE REFLECTOR/ZED ' -CONTRACTOR SHALL PLACE REFLECTOR/ZED ""KEEP - RIGHT" SIGN ON·(i DELIN£ATORS FACING EACH DIRECTION EVERY /00'. ·__ __ _ __ _ 0 ALL_ [)£LINEATORS SHALL BE DOUBLE-BASED 5-401 TRANS.(!; 50: I i,' Cl C20 ~UHlr LANE MUST TUl:11 IHINf , Cle ~ R/8-2 joETauR] C$ HT - CAMEO HIGHLANDS OR \ 540' TRANS. I 1 540' 756·5 ·PACIFIC COAST HWY. LEGEND ... • C2I ◄ [;] +--I- ;~ "KEEP/f/GHT DIRECTION OF TRAV£L D£L/N£ATOR REFLECTOR/ZED SIGN • TYPE DI BARR/CAD~ FLASHING ARROW BOARD N NOLTE and ASSOCIATES a.. Engineers/ Planners/ Surveyors PLAN SCALE 111 ' 401 - -' " , . TRAFFIC DETOUR PLAN FOR SHEET INSTALLATION OF T-7 27" WATER LINE or'-3() ... :.__'e_:_o/:.::1.f_'.i/.:....\/..::·4-1;.:.I..L-...!RE£::V.!'...!eh~A3;'eKad{.Zj_~~l.9!'M!~':YZJ2j.._-1--+DE::'..S __ 4D'.'.:W~N_::D,,.C'.:::_,=t _____________ ~---------t---='-===--11 □DENVER.CO □ORANGE COUNTY □SACRAMENTO □SAND/EGO □SANJOSE □WALNUT.£;_REEK • ~ P. C. LJ n.CT"/'11 ID DUA ~El {3031791-"'6 {714)837-5001 1916)+16-S020 16191278•9392 {406)l8'•3'00 (415)934-8060 DATE BY REVISION DESCRIPTION APP'D DATE CKD DATE6~./ • .,,; 1,/t.;;. f v.un ... , rl.H-.J, -JN -' , • • • 112-7 1129 ' \. CONSTRUCTION NOTES: NO LANE CLOSURE IS PERMITTED BEFORE •9:00 A.MOR AFTER6:00 P.M. • CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES, AND SIGNAGE·24 • HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND DELINEATORSSHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED "KE£.P RIGHT" SIGN ON·([ DEL/NEATORS FACING EACH DIRECTION EVERY JOO'. ALL, ()ELIN£ATORS SHALL BE DOUBLE-BASED "SEWER C/8 R7 ,~1 W5lfLTJ 'DETOUR l CG Cl RIGHT. TURN ONLY R4J C20 119 6 \ XIST 30" CJIQ -1 ~-':::--='.---------------- ------------~- I PACIFIC COAST HWY. LEGEND CAMEO HIGHLANDS OR. • • I • \_ ' ~·--' . 1200' TRANS @ 50: I -/5fJ 540' I s. o' f------ 1 • DIRECTION OF TRAVEL DELINEATOR REFLECTOR/ZED SIGN TYPE Ill BARR/CAD£ FLASHING ARROW BOARD PACIFIC COAST HWY. 7<EEP /r/GHT'' ( TYPE N DO NOT PASS R63 W44 ~ ,~1 C/7 C/3 • +--t RllllflANf: 14UST lllHINRIIHT \~,. A17 N ~ NOLTE and ASSOCIATES , a... Engineers/ Planners/ Surveyors □ DENVER, CO O ORANGE COUNTY D SACRAMENTO O SAN DIEGO □SANJOSE O WALNUT CREEti: (303) 791-0666 (714) 837.50(11 {916) 446-5020 (619) 278-9392 (406) 287-3400 (415) 934--8060 \ PLAN SCALE: r·, 40' TRAFFIC DETOUR PLAN FOR · • s.HEET , INSTALLAnoN OF· T-8 27•• WATER LINE • OF::~0 ..,_""..:.l'l_,9 ...;V._. V._. +'-'1'-l...-_te:.:..=E:.:.V..e~c:.-.,_P..,,l!!e:.:R'-=CAL'-=7ic.!.~-"="=-=C::C.=""'"'"'fEN~g2.+---I--.J-D_ES__:_--+-DW__:N__:~_J---~--..:._:.-~__:-.:.,....:=.:._-=~-==------1-...!!.==c.......a DATE BY REVISION DESCIIPTI0N APP'D DITE CKD DATE 6-9/ ;P,C,H. DETOUR-PHASE,] IN • CJJNTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND D£LIN£ATOf(jSHALL 8£ R£FLfCTORIZ£D CONTRACTOR SHALL PLACE R£FL£CTORIZ£D "K££P RIGH'T"' SIGN ON-/l.. O&IN£ATORS FACING EACH DIR£C770IV £vmr 100'. • ALL D£L/N£ATORS SHALL 8£ DOUBLE-BASED C20 CIB .DETOUR l TYPEN. cs • +--+ 7<E£P /?/GHT" Cl DEL!NEATOR REFLECTOR/ZED SIGN I I TYPE ill BARR/CAD i .I l'"LASHl!VG ARROW 80.41?0 CONTRACTOR TD MAINTAIN 20' MINIMUM (2 LANES) DRIVEWAY INTO AND 0UT0F CAMEO 1-1/GHLAN.OS DR. A7 ALL TIMES. FLAGMAN TO VJR[CTTP.Arf"/C ON CAMEO HIGHLANDS. PACIFIC COAST HWY. <§' .50, I 18 TRAFFIC DETOUR PLAN FOR , SHEET PLAN SCALE . INSTALLATION OF T-9 N ~ NOLTE and ASSOCIATES ._Engineers/ Planners/ Surveyors 0 DENVER, CO O ORANGE COUNTY □ SACRAMENTO D SAN DJ EGO □SANJOSE □ WALN LIT ..C::.,REEK 1303) 791-0666 (n4) 837-5001 {916) ~s020 (6191 278-9392 [408\ 287-3400 (<115) 9J.4.80fi0 JII ' 401 1-:-:::9.=+1/ :.:.:v.v.=::--. ¥4--' L. ~~~E~Vb~.~~'l,J,L ~,{i!;~~a:s.+--'---fD~ES~~OW~N!i!.RD'-l!_HU-.a.:.._..--,;;.";2~7::;;-•~· ~~;--"~~n-;":Ea":"Ri=:-.. ;;;;'L:.::IM!....='E~---.J---!!O~F =3 =0=----11 DATE Bi REVISION DESCRIPTION APP'D DATE CKO DATE P. C.H. DETOUR-PHASE I • -· JN • • • • ' ·1 I . r -~' I+--I I I I I I I 1 ___ .....,__ CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS, . CONTRACTOR SHALL 8£ RESPONSIBLE FOR MA/Nll1AVING ALL TRAFFIC CONTROL DEVICES, AND SIGNAGE 24 • HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALC SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS.· ALL SIGNS AND OcUNEATORSSHALL BE REFLECT"ORIZED CONTRACTOR SHALL PLACE REFLECTOR/ZED "KEEP RIGHT"' SIGN ON:~ DEZ.!NfATORS FACING EACH DIRECTION EVERY 100'. . ALL OEL/NEATORS SHALL BE DOUBLE-BASED ., 145-8 L ,~, , ... , C/3 W57 Cl TYPEN ·~ C/8 I DETOUR l cs czo /T7 \ ... • ◄ +-+ ~ 151-2 CAMEO HIGHLANDS DR. ~ ~~ ><-1558. ------------L--' \ ... -....-..,.----...--~ -~-..-·~-~-,.. " 156·5 PACIFIC COAST HWY.• DIRECTION OF TRAVEL DELINEATOR REFLECTORIZEO SIGN TYPE ill BARR/CADt FLASHING ARROW 80ARO , 150 8(JFFER ZONE ' !ZOO T/?,A,NS, ~ 50: I I 1323 PACIFIC COAST HWY. .TRAFFIC DETOUR PLAN FOR SHEET INSTALLATION OF N ~ NOLTE and ASSOCIATES .. Engineers/ Planners / Surveyors PLAN SCALE 111 ' 401 27". WATER LINE or. ~ 0. 1-:.:-ofi:-,t--\l.:-. v.+", ---~-~-Vb-.-~--04-t._i'i"e4_A/9 __ ~--'E--ltl7'-~--t---t--tD=Es:-----iD:::W::--N !¥-w';:-;--7-___ __:=--:__.....:._:..:____:_,.:...:: ,:..::....:01:.....=u,..=,S..:...£.:,:=J=----f---'~c='-1 □DENVER.CO •□ORANGECOUNTY □SACRAMENTO DSANDIEGO □SANJOSE DWALNUT-C;_REEK 1-'-...!..:....f-'-.:__f-L.''-'--'-"'="-'-""°'--'-"'""-'="'-'->==c.===.:.....4--+--+----1-----:--::-:-"1 :P.,C.H. nc-roJR-,n~ .· ,.,,,,.,_...,. ,n,,.,,_,001 ,,,.,..._,.20 ,.,,,,,._.,,, ''°'""·3400 «15193+6060 DATE BY REVISION DESCRIPTION APP'D DATE CKO DATE G-9/ /./~ JN I • Ci) @ @ G> • • • @ @ (?) \• ctB • 0 -~ ------------~- ~~ CONSTRUCTION NOTES: CONSTRUCT10N HOURS SHALL BE FROM 9:D0Alv\ ·TO' i;:.:oo P.M. CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS. I CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIN/NG; ALL TRAFFIC CONTROL DEVICES, AND SIGNAGE 24 :.. HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND c1n--OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND DELINEATOR SHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED "KEEP RIGHT" SIGN ON·({_ DE LINEA TORS FACING EA CH DIRECTIQNE;VERY too: • ' ALL OELINcATORS SHALL 8£ OOUSLE-BASEO. I /()_ C • • • ----i\ "u1 _, - "' --·· 105·/ 05 4 /05·6 ·--· LEGEND· ibowm> 10 l~I jonouR] RIGHT 'TIRJl!W'FK: TURN C3A c13· cs O~LY R41 [;] "KEEP RIGH'T" Cl C20 C/8 0 ------ _;_· --~ !OB·Cj___ • " ----•• -• FERNLEAF AVE .. -----, """"""----- t-------------------------------------------· _2-;;:~1/0:;Z' TRANSITION 1122 Slt;NAL SET OP.. FIXED TIM JASMINE CRK.S D. 10·' SEWER 18 CM. P so R'Z.l, 1074 -3o"wF.~EOF i ~;;;;;;;;;;;;;~~±~~~~----.L..----.--~-,L.,t.'.,..=..~~-,,=~--' -~-. ~ _!06·6 _176]__ _ _ 107·6 1083 ----------·-------------------- RAS.ED PIAN 107·5 -----"=:_~---· -- . --,n f0 0 $i -1--!') " 12 G---- ' __ 10?_-4 IOti.,f17 1: :w 0- 1 I ' -~-' 105-7 1 ___ 1 I ~o / ' 106·4 I ,"'---,1·---A ' : ', ) 106·4 1073 1071 \__/ /()78 I ca sT HWY. I l'/ I I V ~ . DIRECTION OF TRAV£L ROAD CLOSED ~ • . DELINEATOR C2 C20(LT) • ◄ REFLECTOR/ZED SIGN ,~· R26 +--1-TYPE Ill BARR/CAD . R26(S) I R/7 ~ FLASHING ,4RROW BOARD. Pllll!G "' TINE R7 RIGHT LAH! MUST TURN Rl;HT R18 N ._ NOLTE and ASSOCIATES , .. Engineers/ Planners/ Surveyors □ DENVER, CO ■ ORANGE COUNTY O SACRAMENTO □SAN DIEGO □SANJOSE D WALNUT CREEK {303) 7'11-0666 (714) !137-5001 (916) 446-5020 (619) 276-9392 (408) 287-3400 (415) 934--8060 DATE 'I -R.Ev'b. Pe~ C4/. COMMEN75 DES BY REVISION DESCRIPTION APP'D DATE CKD 974 DWNROH DATE .---i 89-7 8 6 ( \ \ ' \ I ' ( I, ) I ) I ~ -~~ i 'l: \ '· ii czo(a) • ii Cl TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P. C.H. DETOUR-PHASE II ii Cl8 SHEET T-11 OF ~O \ \ • I • I • _/ ~ ~ -%,. ' ~~ • ~~ 0 -<\ 200' I LT. TURN POt:KEf) • • I 300' e - 300' \ CONSTRUCT/ON NOTES: CONSTRUCTION HOURS SHALL BE fROM 10:00 PM. TO 5:00 A.,4f. • CONTRACTOR SHALL COVER ALL TRENCHS WITH ST£EL PLAT£ DURING NON-WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVIC£S, AND S/GNAGE 24 • HOURS A DAY. CONTRACTOR SHALL COORDINAT£ ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT B£ACH AND SHALL RETURN ALL MOO!F!CAT!ONS BACK TO NORMAL DURING NON.- WORK/NG HOURS. ALL SIGNS AND DELINEATOR SHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED "KEEP RIGHT" SIGN ON [ OELIN~A TORS FACING EACH DIRECTION EVERY /00'. ALL D£LINEATORS SHALL BE /JOIJ8LE-8ASED. !05·5 -----.....,___ ----------• JASMINE CRK.S D. /053 STORM DRA1r, 107 5 ' ,-/ I ?J5 8 ,106·4 I ' ~6 I I z I I I I 8" WATER---+""+', o"SEVIER fot'cF~~/fi_ AT LEAST 'E (!JX-WA KAT G DENRO. CROSSING COAST HWY. is' Mi!~T ljgM. IN OPEN TO 'EDESli Y/j/j$J) YNG CONSTRUCTION. • 10" SEWER ;-97.3 I , I 1:c C3A AHtAD CIS 30 "1. .B WD. -W RAISED4MEDIAN. 1051 LEGEND l~l-1-+1 C/3 W57(RT) , C20(LTJ C?'O ROAD C!-OSEO "KEEP RIGHT" DO NOT PASS f A26 C2I TYPEN C2 R63 R/7 W44 _, 30 W. 23' E.OF (i:_ 31)__"_f1 C P -- 97.4 .PACIFIC . . COAST HWY.'\ PACIFIC COAST HWY. e +--+ DIRECTION OF TRAVEL DELINEATOR R£FL£CTOR/Z£D SIGN TYPE III BARR/CAD \ \ FLASHING ARROW BOARD, .J RIGHT LANE MUST TURN RIGHI C20 1.• \ ,_r. '",, ...... ft'-:\ _!DETOUR::] LZJ cs h'7 N ~ NOLTE and ASSOCIATES a.. Engineers/ Planners/ Surveyors D DENVER, co D ORANGE COUNTY D SACRAMENTO . D SAN DIEGO D SAN JOSE D WALNUT CREE~ l-'----11---'-'+ ... , ....... -R'-'-"-E-'-V_,,bc.c.. '-~='E.'-"'~°"=Lc,c7'.uc.~=..,S"--=C,c=c.,:,_~'-""'~'---'-=-+---1--+D-ES __ -+-DW_N_R=C~H-t 003J 791-11666 <n•J .,,.,001 !916J .,._,o,o <619l 278•9392 !4"'l 287•3400 <4151'34-8060 DATE BY R(VI SIO N O(SC RI PT ION APP'D DATE CKD DATE / I 1 /_1_ GAS ~-----j ~ 89-7 941\ NOTE: THIS IS A NIGHT-TIME DETOUR TRAFFIC DETOUR PLAN FOR\ INSTALLATION OF 27" WATER LINE P.C.H. DETOUR-PHASE II SHEET T-12 Of 30 JN • ,. I .. ... I II, I ~ (j) @ 0 @ @ @ (z) • 0 I I /06 3 30 'L cl.WO. ( I - ~ CONSTRUCT/ON NOTES: [ NO LANE CL OSI/RE IS PERMITTED BEFORE :J:·00 A.M. OR AFTER G:00 P.M. ' CONTRACTOR SHALL COVER ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS. I. ii CONTRACTOR SHALL BE RESPONSIBLE FDR MAINTAIN/NG ALL TRAFFIC CONTROL DEVICES, AND SIGNAGE 24 HOURS A DAY. CONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODfFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND DEL!NEATOR SHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED "KEEP RIGHT" SIGN ON([_ DELllVEATORS FACING EACH DIRECTION_EVERY 100'. ALLJ:Elh BLE-BASED. /05·5 ~-----~ b::c-_ ~----:-: -~ - - - - - 105 105-4 /0::;• 4 "' r0 105-4 l -----; 82·4 166di&b ,~, lll 11RlllWFIC C3A C/3 I , ,~"':' ✓, ' . '\/ I ' \ STORM CRAIN I"~"°' 107·5 18"WATER--+9'"CI o"stWER IC#~==lbt<'.\s 30 "L.B WD 105·7 /05-7 5 0 /05-7 -r,.) '~ 105·6 '· - 105 CTB I \ \ ( ( ( ) t LEGEND -~-l,..l .... DIR£CTION OF TRAl!E'L • W57 ~ .. R7 • D£LIN£ATOR ·[;] ◄ R£FLECTOR!ZEJ) SIGN ROAD CLOSED +--r TYPE Ill BARR/CAO CZ 1<E£P /f/GliT'' ~ !'"LASHING ARROW 80AR0 ; Cl C/8- A16 RIGHT I DO 00 ~~-TURN 0o 0 PIR!llffi NOT 0o a "' ON~Y PASS a , TIME • lf26 R/7 R4/ R63 W44 TYPEN C20 PACIFIC JL,SMINE CRK.SD. 10" SEWER 3o"w. 23' E.Oe (j: -~-----, ... ----........ COAST HWY.' 0" V.C.P SEW 30"WATER ' PACIFIC COAST HWY. N ~ NOLTE and ASSOCIATES .. Engineers/ Planners/ Surveyors /07 5 97-4 , I I I f 89-7 87-6 / 94 ✓\ TRAFFIC DETOUR PLAN FOR INSTALLATION OF 27" WATER LINE P. C.H. DETOUR-PHASE 1l ,I SHEET JN .t 1 II, .. " 0 \ CONSTRUCTION NOTES: ('10 LANE CLOSURE IS PERMITTED BEFORc 10:00 A.M. OR AFTER 4:00 P.M. CONTRACTOR SHALL COV.:R ALL TRENCHS WITH STEEL PLATE DURING NON-WORKING HOURS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES, AND SIGNAGE 24 · • HOURS A DAY. C:ONTRACTOR SHALL COORDINATE ANY AND ALL SIGNAL OPERATION MODIFICATIONS WITH CAL-TRANS AND CITY OF NEWPORT BEACH AND SHALL RETURN ALL MODIFICATIONS BACK TO NORMAL DURING NON- WORKING HOURS. ALL SIGNS AND DELINEATORSSHALL BE REFLECTOR/ZED CONTRACTOR SHALL PLACE REFLECTOR/ZED 0'KEEP RIGHT" SIGN ON(£ DELINEATORS FACING EACH DIRECTION f"VERY 100'. ALL DELINEATORS SHALL BE DOUBLE-BASED ;, ,. f(/'7 -20' p /lEMOVE PO'J?TION OF HEOIAN /,( HE Pi.ACES IV/TM P,E"/i'M/lNENT A.C. STRIPE IN Met>IAN N/Tf-/ ••=&EYEU:\ C7 • ' -~ 88□6 D.! I I I I I I / I PACIFIC r □----;~ I· : .. 1 ~----~ I I I I I I I I L _ _J I LEGEND dd.lEai [ ,~,, ... , 11) TIRJ1!WFX: C.3A Cl.3 W57 [;] ROAD CLOSED CZ ?<E:EPRIGHT" .Cl8 RIGHT -~ TURN DO NOT ONLY l'ASS R/7 R4/ • R63 • ,. ".~' ... R7 C2I W44 • +--1- o0 o O 000 00 DIRECTION OF T.'i'AVl:L OELINEATOR REFLECTOR/ZED SIGN TYPE Ill BARR/CAD£ FLASHING ARROW BOARD I l\ll!l!G "' TIii[ TYPEN. 1r2, C20 r , ,: I DETOUR l cs \ TYPE JI E!Af?IVbAD N/C3A, @ ;Irr: INTE;ECT/Of. \ ' 10" V,C.P. SEWER 30"WATER 73' EW /C//W ----~--=-:'::::=-- ~ 98·6 • 100·4 \ L -C9~})-w-•----,9:-c7 -6 - 97 4 97-7 COAST HWY.: I !ZOO TRAN~ e 40: J PACIFIC COAST HWY. ,, N ~ NOLTE and ASSOCIATES , .. Engineers/ Planners / Surveyors 300 I , 300 1 czo I 947\ 300 I CZI TRAFFIC DETOUR PLAN FOR 4 Cl8 SHEET PLAN SCALE : INSTALLATION· OF T-14 l":40' 27" WATER LINE Of 3 0 0 DENVER, CO (303) ~..()66(, □ ORANGE COUNTY □ SACRAMENTO (714) 637-5001 (916) 446-5020 ,,.,.,,, v.V. I -RrVt>. Pl"'~ -•,•n,u~-CA,~u-.,-DES OWN~I------=::..:... __ _:__:_ ___ --,,,.,.,-,,--: . ..:._-----1----'~=====----I □sAN011co ClSANJos, □wALNUTc""" J:!'C.,....!..17'+'...:..:..µ.a..._...:..::=:::..!..=...:..:"-"=..o..= ...... :c:-="'"""'"'-'-"''"'c.=-==':.::·=e..:•~:..c'=>""+--+--+---+---'---i P. CH. nc:-rr11 ''R DUA c-I:"l1 (619)278-9392 1408)287•3400 ,,,,,,,._...,, DATE BY REVISION DESCRIPTION APP'D DATE CKD DATE b·9I , , , L/C::. I VUJ -,nM,;7,:;;;. ·._ JN