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Home My WebLink AboutDWG 508-6; 5208-B; RECYCLED WATER - PHASE III PIPELINE EXPANSION SEGMENT 5; 01-128578AVECHESTNUTSAN DIEGO FWY CARLSBAD BLVD KELLYDRTAMARACKAVEMARRON RDRONALDPACKARDPKWYCARLSBADVILLAGEDRCANNONRDEL CAMINO REALPONTIAC DR PARK DREL CAMINOREALCOLLEGE BLVD CITY O F C A R L S B A D RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\General\1744100.00-G-015AVECOSTALABLVD CARLSB A DROADALGA PACIFICOCEANPALOMARAIRPORTROADELCAMINOREALINTERS T A T E HIGHWAY78CITY OFSANMARCOSCITY OF ENCINITASCITY OF VISTANTSRANCHOSANTA FEROADCITY OF OCEANSIDENTSJUNE 2018RW SEGMENT 7RW SEGMENT 5-1PW CARLSBAD PALISADESRW SEGMENT 2RW SEGMENT 5-3PW FLOWER FIELDSRW SEGMENT 2RW SEGMENT 5-3RWSEGMENT 7RW SEGMENT 5-1PW CARLSBADPALISADESPW FLOWER FIELDSPW_PATHVICINITY MAP NTS DECLARATION OF ENGINEER OF WORK I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARLSBAD IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. ENGINEER LICENSE NO. DATE DI CONSTRUCTION PLANS FOR THE RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 CONTRACT NO. 5208-B Municipal Water District CARLSBAD, CALIFORNIA BOARD OF DIRECTORS MA TT HALL -PRESIDENT CORI SCHUMACHER -BOARD MEMBER MARK PACKARD -BOARD MEMBER KEITH BLACKBURN -BOARD MEMBER MICHAEL SCHUMACHER -BOARD MEMBER RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG KEVIN CRAWFORD EXECUTIVE MANAGER Kennedy/Jenks Consultants Engineers & Scientists •i1,Sc CFi-illT 0:IDff ·p1•,;,_ SJITF ;, :") SAN ~I CA 9' ,, ,:~1t,-ti /e.-,,~:o::::, 08/06/21 SBK RECORD DRAWINGS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 'i/.F.\H 'NI I I I!,'-' ' '<,Jl~ l',;IC!IC~,R Q ' LOCATION MAP NTS F;EC ,! 1 ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: I =r11T I r·-1 llY CI"' I ,_ ;' UI _I 11 L ,, IMPROVEMENT PLAN FOR: C j_ If-? I Ul·;I'_, 1/I· C' --/--\ =-···1 7 .,L\ ,_ ! '-J TITLE SHEET G-01 ) -12a I RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.C:TPTD DY: TF':F:\ JIS IR C' U·IC lllck [l\",1[\ 0'{; ---(~f-11 R·r P\i'//1_: 7\/ __ _ '.)"-/I----j l)l I l 5208-B 508-6 RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\General\1744100.00-G-02TTOP, TELEPHONETOPTDHTEMPT&BTBMT/C, TOC, TCTEMPERATURETOP AND BOTTOMT/S, TOSV, VERTWW/TYPTOP OF STEELWITHVERTICALTYPICALATWMHWV& @#WWFW/OWATER VALVEWITHOUTANDWATER MANHOLEPOUND, NUMBERTOTAL DYNAMIC HEADTOP OF PAVEMENTTOP OF CONCRETETEMPORARY BENCHMARKWATER, WELDED, WESTWELDED WIRE FABRICABANDONEDABANDOCODON CENTEROUTSIDE DIAMETERREINFREQ'DP/LPRVRPIPTPSIREQUIREDRADIUSREINFORCE(D), (MENT)PROPERTY LINEPOINT OF INTERSECTIONPCADDITIONALALUMINUMAGGREGATEAC, A.C.ADDIT.ADJ.ALUMAGGACPAPPRO.AB, A.B.BUILDINGASSEMBLYASPHALTBALL VALVEBLOW-OFFBOTTOMBFVBFBLDGASPHAVARASSYBVBOBOCBMBOT, BOTTAUTOMATIC AIR VACUUM RELEASE VALVEBENCH MARKBLIND FLANGEBUTTERFLY VALVEBEGINNING OF CURVEASPHALT CONCRETEADJUSTABLEAPPROXIMATELYCLEANOUTCENTERLINECABLE TVCOUPLINGCONCRETECLRCOCL, CCLSMLCATVCPCPLGCTSCONTCONSTCONCDRAINDEFLECTIONDIMENSIONDIAMETEREACH FACEELEVATIONDOWNEACHDRAWING(S)DDEFLDIDEPTDIA, ØDIPDIMEFDNEAEDWG(S)EL., ELEVDUCTILE IRON PIPEDEPARTMENTELECTRICAL, EASTCONTINU(ED), (OUS)CLEAR(ANCE)CONSTRUCTIONCALIFORNIA DEPARTMENT OF TRANSPORTATIONCALTRANSEQUIPMENTEXISTINGEQUALELBOWEACH WAYFUTUREEQUIPEQELLELEC(T)(F)EWFCEXIST, (E)FCAFLEXIBLE COUPLINGELECTRIC(AL)ASBESTOS CEMENT PIPEAGGREGATE BASE, ANCHOR BOLTDUCTILE IRONCONTROLLED LOW STRENGTH MATERIALCATHODIC TEST STATIONCONTROL POINT, CATHODIC PROTECTIONFLANGE COUPLING ADAPTERPRESSURE RELEASE VALVE,POUNDS PER SQUARE INCHPOINT OF TANGENT (END CURVE)POINT OF CURVE (BEGIN CURVE)SPECRWGVSDMHSECTSHTSTASSTSQSFSDSSQUARESTATIONSECTIONSTORM DRAINSHEETSPECIFICATION(S)SQUARE FOOTSEWER, SOUTHRESILIENT WEDGE GATE VALVESTORM DRAIN MANHOLESTR(UCT)STLSTDSVSTANDARDSTEELSOLENOID VALVESTRUCTUR(E), (AL)GASFLANGEFLANGEDFLEXIBLEGFLFHFLGFLEXFIRE HYDRANTGATE VALVEGVGBGSGIGALVANIZED STEELGRADE BREAKGALVANIZED IRONGALV GALVANIZEDSTAINLESS STEELCCURVEPOLYVINYL CHLORIDEPVCCENTERLINE4750WWOHOHTTCULVERTNATIVE EARTH IN SECTIONCONCRETE IN SECTIONAC IN SECTIONPOWER POLECRUSHED ROCK IN SECTIONEXISTING STRUCTURE (E)CONTOUR ELEVATION LINENEW STRUCTURE (N)EXISTING WATERLINEBURIED TELEPHONE CABLEOVERHEAD ELECTRICALFENCE LINEUTILITY POLE W/ GUY WIRE10+00PIPE IN PROFILEMAR (PLAN)BO (PLAN)RECYCLED WATER SERVICEGV (PLAN)PIPELINE ALIGNMENTFCA (PLAN)ABBREVIATIONSGENERAL LEGENDSPIPING SYMBOLSDRAWING INDEXWORK TO BE DONETHE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THEFOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTEDBY THE CITY ENGINEER.1. CARLSBAD MUNICIPAL CODE.2. CITY OF CARLSBAD AND CMWD ENGINEERING STANDARDS.3. SEGMENT 5 PLANS AND SPECIFICATIONS.4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) CURRENT EDITION.5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BEMODIFIED BY THE CITY OF CARLSBAD STANDARDS.6. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTIONHANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL.DRAWING INDEX (CONT)ALIGNMENTALIGNRWRECYCLED WATERPOTABLE WATERPWP&PPLAN & PROFILESHEET NO.DWG NO.TITLECARLSBAD MUNICIPAL WATER DISTRICTCMWDHORIZ.HPGHORIZONTAL(N)NEWNORTHNTSNPTNCTDNICNO.NUMBERNOT IN CONTRACTNOT TO SCALENORTH COUNTY TRANSIT DISTRICTNATIONAL PIPE THREADHIGH-PRESSURE GASHDPE HIGH DENSITY POLYETHYLENEN/ANOT APPLICABLENSHEET NO. DWG NO.TITLEGENERAL01 G-01 TITLE SHEET02 G-02DRAWING INDEX, LEGEND & ABBREVIATIONS03 G-03 GENERAL NOTES04 G-04KEY MAP I05 G-05KEY MAP IICIVIL06 C-01CIVIL NOTES, SURVEY NOTES & CUSTOMER LIST07 C-02 FILL STATION DETAIL08 C-03 CIVIL DETAILS09 C-04 CONNECTION DETAILS10 C-05 NOT USED11C-06 NOT USEDCIVIL SEGMENT 212C-07RW P&P, CANNON RDSTA 1+00 TO STA 8+5013 C-08RW P&P, CANNON RDSTA 8+50 TO STA 15+1914C-09 SEGMENT 2 CANNON ROADNCTD RR TUNNEL XINGPLAN AND PROFILE15 C-10 SEGMENT 2 CANNON ROADJACK & BORE DETAILSCIVIL SEGMENT 5-116 C-11RW P&P, KELLY DRALIGN A - STA 1+00 TO STA 7+0017C-12RW P&P, KELLY DRALIGN A - STA 7+00 TO STA 15+5018 C-13RW P&P, KELLY DRALIGN A - STA 15+50 TO STA 20+5819 C-14RW P&P, TAMARACK AVEALIGN B - STA 1+00 TO STA 9+5020 C-15RW P&P, TAMARACK AVEALIGN B - STA 9+50 TO STA 19+5021C-16RW P&P, TAMARACK AVEALIGN B - STA 19+50 TO STA 29+5022C-17RW P&P, TAMARACK AVEALIGN B - STA 29+50 TO STA 39+0023 C-18RW P&P, TAMARACK AVEALIGN B - STA 39+00 TO STA 48+0024C-19RW P&P, TAMARACK AVEALIGN B - STA 48+00 TO STA 57+5025 C-20RW P&P, TAMARACK AVEALIGN B - STA 57+50 TO STA 66+5026 C-21RW P&P, TAMARACK AVEALIGN B - STA 66+50 TO STA 77+5727C-22RW P&P, PALISADES DR / E POINT AVEALIGN C - STA 2+53 TO STA 12+0028 C-23RW P&P, HIGH RIDGE AVEALIGN C - STA 12+00 TO STA 22+0029 C-24RW P&P, HIGH RIDGE AVEALIGN C - STA 22+00 TO STA 26+1230 C-25RW P&P, TELESCOPE AVE / SPYGLASS CTALIGN N - STA 1+00 TO STA 6+8631 C-26RW P&P, PALISADES DRALIGN D - STA 1+00 TO STA 9+0032C-27RW P&P, BIRCHWOOD CRALIGN E -STA 1+00 TO STA 4+3933 C-28RW P&P, REGENT RDALIGN F - STA 3+38 TO STA 10+0034 C-29RW P&P, REGENT RDALIGN F - STA 10+00 TO STA 16+7135 C-30RW P&P, SALISBURY DRALIGN G - STA 1+89 TO STA 10+0036 C-31RW P&P, SOUTHAMPTON RDALIGN G - STA 10+00 TO STA 19+0037 C-32RW P&P, SOUTHAMPTON RDALIGN G - STA 19+00 TO STA 28+0038 C-33RW P&P, SOUTHAMPTON RDALIGN G - STA 28+00 TO STA 37+0039 C-34RW P&P, SOUTHAMPTON RDALIGN G - STA 37+00 TO STA 40+7740C-35RW P&P, DORCHESTER PLALIGN H - STA 1+00 TO STA 5+7141C-36RW P&P, CARNABY CTALIGN I - STA 1+00 TO STA 3+8242C-37RW P&P, BUCKINGHAM LNALIGN J - STA 3+35 TO STA 6+6343 C-38RW P&P, CHELSEA CTALIGN K - STA 1+00 TO STA 6+1644C-39RW P&P, CHANCERY CTALIGN L - STA 1+00 TO STA 4+9745 C-40RW P&P, PONTIAC DRALIGN M - STA 1+00 TO STA 9+5046 C-41RW P&P, PONTIAC DRALIGN M - STA 9+50 TO STA 13+82CIVIL SEGMENT 5-347C-42RW P&P, EL CAMINO REALALIGN A - STA 1+00 TO STA 10+0048 C-43RW P&P, EL CAMINO REALALIGN A - STA 10+00 TO STA 20+0049 C-44RW P&P, EL CAMINO REALALIGN A - STA 20+00 TO STA 29+5050 C-45RW P&P, EL CAMINO REALALIGN A - STA 29+50 TO STA 39+0051 C-46RW P&P, EL CAMINO REALALIGN A - STA 39+00 TO STA 48+5052 C-47RW P&P, EL CAMINO REALALIGN A - STA 48+50 TO STA 58+0053 C-48RW P&P, EL CAMINO REALALIGN A - STA 58+00 TO STA 67+5054 C-49RW P&P, HAYMAR DRALIGN A - STA 67+50 TO STA 77+0055 C-50RW P&P, HAYMAR DRALIGN A - STA 77+00 TO STA 80+7456 C-51 NOT USED57 C-52RW P&P, MARRON RDALIGN B - STA 11+41 TO STA 20+0058 C-53RW P&P, MARRON RDALIGN B - STA 20+00 TO STA 29+0059 C-54RW P&P, MARRON RDALIGN B - STA 29+00 TO STA 38+5060 C-55RW P&P, MARRON RDALIGN B - STA 38+50 TO STA 48+0061 C-56RW P&P, MARRON RDALIGN B - STA 48+00 TO STA 57+0062 C-57RW P&P, MARRON RD / AVENIDA DE ANITAALIGN B - STA 57+00 TO STA 62+2363 C-58RW P&P, MONROE STALIGN C - STA 1+00 TO STA 8+39SECTION (LETTER)DETAIL (NUMERAL)DRAWING NUMBERDRAWN ONDISCIPLINE DESIGNATIONUSED ONLY WHEN GOINGOUTSIDE DISCIPLINEREFERENCED ONAM-2CIVIL SEGMENT 764 C-59RW P&P, TAMARACK AVESTA 1+00 TO STA 5+8765 C-60 NOT USEDCIVIL FLOWER FIELDS & PALISADES POINT66 C-61PW PLAN, FLOWER FIELDS67 C-62PW PLAN, CARLSBAD PALISADES68 C-63PW PROFILES, FLOWER FIELDSALIGN A, B & C69 C-64PW PROFILES, CARLSBAD PALISADESALIGN A, B, C, D & G70 C-65PW PROFILES, CARLSBAD PALISADESALIGN E, F, H & ITRAFFIC CONTROL71TC-1 TRAFFIC CONTROL TITLE SHEET72TC-2 TRAFFIC CONTROL SHEET INDEX(SHEET 1 OF 3)73 TC-3 TRAFFIC CONTROL SHEET INDEX(SHEET 2 OF 3)74TC-4 TRAFFIC CONTROL SHEET INDEX(SHEET 3 OF 3)75 TC-5 TYPICAL LATERAL CENTER CLOSURE76 TC-6 TYPICAL LATERAL CURB LANE CLOSURE77TC-7 STAGE 1 TRAFFIC CONTROL(SHEET 1 OF 2)78 TC-8 STAGE 1 TRAFFIC CONTROL(SHEET 2 OF 2)79 TC-9 STAGE 2 TRAFFIC CONTROL80 TC-10 STAGE 3 TRAFFIC CONTROL81 TC-11 STAGE 4 TRAFFIC CONTROL82 TC-12 STAGE 5 TRAFFIC CONTROL83 TC-13 STAGE 6 TRAFFIC CONTROL84 TC-14 STAGE 7 TRAFFIC CONTROL85 TC-15 STAGE 8 TRAFFIC CONTROL86 TC-16 STAGE 9 TRAFFIC CONTROL87 TC-17 STAGE 10 TRAFFIC CONTROL88 TC-18 STAGE 11 TRAFFIC CONTROL89 TC-19 STAGE 12 TRAFFIC CONTROL90 TC-20 STAGE 13 TRAFFIC CONTROL91 TC-21 STAGE 14 TRAFFIC CONTROL92 TC-22 STAGE 15 TRAFFIC CONTROL93 TC-23STAGE 16 TRAFFIC CONTROL94 TC-24 STAGE 17 TRAFFIC CONTROL(SHEET 1 OF 2)95 TC-25 STAGE 17 TRAFFIC CONTROL(SHEET 2 OF 2)96 TC-26 STAGE 18 TRAFFIC CONTROL97 TC-27 STAGE 19 TRAFFIC CONTROL98 TC-28 STAGE 20 TRAFFIC CONTROL99 TC-29 STAGE 21 TRAFFIC CONTROL100 TC-30 STAGE 22 TRAFFIC CONTROL101 TC-31 STAGE 23 TRAFFIC CONTROL102 TC-32 STAGE 24 TRAFFIC CONTROL103 TC-33 STAGE 25 TRAFFIC CONTROL104 TC-34 STAGE 26 TRAFFIC CONTROL105 TC-35 STAGE 27 TRAFFIC CONTROL106 TC-36 STAGE 28 TRAFFIC CONTROL107 TC-37 STAGE 29 TRAFFIC CONTROL108 TC-38 STAGE 30 TRAFFIC CONTROL109 TC-39 STAGE 31 TRAFFIC CONTROL110 TC-40 STAGE 32 TRAFFIC CONTROL111TC-41 STAGE 33 TRAFFIC CONTROL112TC-42 STAGE 34 TRAFFIC CONTROL113 TC-43 TYPICAL LATERAL CENTER CLOSURE114TC-44 TYPICAL LATERAL CURB LANE CLOSURE115 TC-45 STAGE 35 TRAFFIC CONTROL116 TC-46 STAGE 36 TRAFFIC CONTROL117TC-47 STAGE 37 TRAFFIC CONTROL118 TC-48 STAGE 38 TRAFFIC CONTROL119 TC-49STAGE 39 TRAFFIC CONTROL120 TC-50 STAGE 40 TRAFFIC CONTROL121TC-51 STAGE 41 TRAFFIC CONTROL122TC-52 STAGE 42 TRAFFIC CONTROL123 TC-53 STAGE 43 TRAFFIC CONTROL124TC-54 STAGE 44 TRAFFIC CONTROL125 TC-55 STAGE 45 TRAFFIC CONTROL126 TC-56 STAGE 46 TRAFFIC CONTROL127TC-57 STAGE 47 TRAFFIC CONTROL128 TC-58 STAGE 48 TRAFFIC CONTROLBO (PROFILE)AVAR (PROFILE)GV PROFILE)TBTHRUST BLOCKMAR (PROFILE)IDINSIDE DIAMETERINVIPSINLRLTLGJBLONG RADIUSLEFT TURNLENGTH, LINEINVERTINCHESLONGIRON PIPE SIZEINVERT ELEVATIONJUNCTION BOXMECHMAXMNTDMISCMJMINMHMFR, MNFRMANHOLEMOUNTEDMINIMUMMECHANICALMAXIMUMMECHANICAL JOINTMISCELLANEOUSMANUFACTURERMARMANUAL AIR RELEASE AND VACUUMTHRUST BLOCKBEGINNING OF PIPEBOPEND OF CURVEEOCEND OF PIPEEOPPRESSURE REDUCING VALVENGVDNATIONAL GEODETIC VERTICAL DATUMLAMLAPPROVED MATERIAL LISTCOMPACTED EARTH IN SECTIONAVAR (PLAN)R/WRIGHT OF WAYCOLD MILL AND OVERLAYENVIRONMENTALLY SENSITIVE/CULTURAL MONITORING REQUIREDl~I r----7 L ____ _J •.. < <</ • //<;<./" </ ',>/ / ' / ~ ff I I I I --------s s ---' --X--X'-------X--0---) C> ----III) ■ ----0----------®-----' l i l><I --~--t/-\ -v ,) ; ! -.\ -,-., ,-., --) --, -, ----=-lu I~)~-_) _; 08/06/21 SBK RECORD DRAWINGS 1---+---+-----------------l-----l--j__-L___J S02 T I G-02 Kennedy/Jenks Consultants Engineers & Scientists r--------~-----------------J---t------t---------------+--f--+--+-----1 IMPROVEMENT PIAN FOR: DRAWING INDEX, LEGEND & ABBREVIATIONS '•JU'.'.: ,;c n•.J TF c:1r:c;F rJF:I F, '') TF : ii t----t--t---------------+-----l----1-----1------1 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 ::; ,t, \j ~I '.--: .4 :~i 7 I /' ,;, ?3::0-b /f,-/';.(_U •:.,RHITTFr:: :;,,\R/J-WII l,i\\1S -1RO,J::_:::: [J,A,[\j_t,'..::lf". C'//\J B'/: C---j<U t:1\: 5208-B r:r:•-'✓"11·1:; 11:·:_ 508-6 C 8337403/31/202308/06/2021GENERAL NOTESpw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\General\1744100.00-G-031. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OFCARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.2. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORKIN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OFINSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONALINSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOREACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICYMUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTERAS ESTABLISHED BY "BESTS" KEY RATING GUIDE.3. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THECITY AND OTHER APPROPRIATE AGENCIES.4. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OFTHE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEETOF THE PLANS AND TITLE SHEET.5. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THEPROJECT SITE AT ALL TIMES DURING CONSTRUCTION.6.A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNINGOF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FORCONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THEWORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTIONLINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTINGCONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.7. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AT TELEPHONE NO. (760) 438-3891.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BEMADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAYBEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAYUNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BESCHEDULED FOR TWO FULL WORK DAYS LATER.8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICESINCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALLLOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANDREGULATIONS.9. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING ADETAILED PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THEDESIGN OF SHORING, BRACINGS, SLOPED EXCAVATION, OR OTHER PROVISIONS TO BEMADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THEEXCAVATION OF TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLANMUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANDAPPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TOEXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDSESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIAADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER ATTHE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BESUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.10.IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONEDURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THECONTRACTOR WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTILTHE CONTRACTOR HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TODO SO.11. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDINGWARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVINGEQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADINGEQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACHDAY, MONDAY THRU FRIDAY AND NO CONSTRUCTION OPERATIONS SHALL BECONDUCTED ON WEEKENDS OR HOLIDAYS. A LIST OF CITY HOLIDAYS IS AVAILABLE ATTHE ENGINEERING DEPARTMENT COUNTER. MORE RESTRICTIVE WORK HOURS AREIMPOSED FOR CERTAIN SECTIONS OF THE WORK, AND ARE SHOWN IN THE TRAFFICCONTROL PLANS. ADDITIONALLY, THE CONTRACTOR SHALL COMPLY WITH ANY WORKHOUR RESTRICTIONS IMPOSED BY PERMITS.12.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRINGALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADINGOPERATION.13. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ONTHE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLERECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITYFACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THATSHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHEREXISTING FACILITIES OR STRUCTURES NOT SHOWN.14. THE CONTRACTOR SHALL POTHOLE THE TOP AND BOTTOM OF ALL UTILITIES FOR EACHPIPELINE ALIGNMENT, INCLUDING CONCRETE ENCASEMENTS, AND SURVEY THE UTILITYLOCATION AT LEAST 4 WEEKS IN ADVANCE OF ANY MOBILIZATION AND EXCAVATION OF APIPELINE SEGMENT. UTILITIES THAT ARE FOUND TO BE IN CONFLICT WITH THEPROPOSED WORK MAY REQUIRE REVISIONS TO THE CONSTRUCTION PLANS.15. UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORD DRAWINGS OR UTILITYMAPS. VERTICAL ELEVATIONS ARE UNKNOWN. CONTRACTOR SHALL VERIFYHORIZONTAL AND VERTICAL LOCATIONS AND BEARING AND INCLINATIONS SUFFICIENTLYAHEAD OF SCHEDULE TO ALLOW TIME FOR DESIGN REVISIONS, IF NECESSARY.PROVIDE A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITYCROSSINGS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. LESS THAN 12 INCHESOF VERTICAL SEPARATION SHALL REQUIRE A "SAND CUSHION".16. WATER SERVICES, RECYCLED WATER SERVICES AND SEWER LATERALS ARE SHOWN INTHEIR APPROXIMATE LOCATIONS. ALL SERVICES SHALL BE KEPT ACTIVE UNLESSREQUIRED FOR CONSTRUCTION ACTIVITIES. SCHEDULED SERVICE INTERRUPTIONSSHALL BE COORDINATED WITH THE CITY REPRESENTATIVE PRIOR TO SERVICEINTERRUPTION. SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TOTHEIR ORIGINAL WORKING CONDITION AND TESTED PER CITY REQUIREMENTS INACCORDANCE WITH CITY OF CARLSBAD ENGINEERING STANDARDS AT THE EXPENSE OFTHE CONTRACTOR. SEE CARLSBAD NOTE 1.17. CONSTRUCTION STAGING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.CONTRACTOR SHALL NOT USE ANY PUBLIC RIGHT-OF-WAY FOR STOCKPILING ORSTAGING OF WORK WITHOUT WRITTEN APPROVAL BY THE CITY OF CARLSBAD.18. CONTRACTOR SHALL NOT MAKE CONNECTIONS BETWEEN NEW RECYCLED WATERSERVICES AND EXISTING ON-SITE IRRIGATION SYSTEMS.19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, NOT INCLUDEDHEREIN. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING ANY REQUIREDCITY APPROVALS FOR TRAFFIC CONTROL AND PERMITTING. INCLUDING PREPARATIONOF APPROVED TRAFFIC CONTROL PLANS.20. TRENCH RESURFACING FOR ASPHALT CONCRETE PAVEMENT FOR TRENCH SHALL BEPER CITY SUPPLEMENTAL STANDARD NO. GS-25 AND GS-26, FULL LANE WIDTH (12 FEETMINIMUM). STRIPING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THECONTRACTOR AT NO ADDITIONAL COST TO THE CITY OF CARLSBAD OR CARLSBADMUNICIPAL WATER DISTRICT.GENERAL NOTES (CONTINUED)CARLSBAD MUNICIPAL WATER DISTRICT(760) 438-2722CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760) 802-4754UNDERGROUND SERVICE ALERT 811SDG&E (858) 547-3335AT&T DISTRIBUTION (510) 645-2929TIME WARNER CABLE (760) 438-7741CROWN CASTLE/NEXTG NETWORKS, INC. (724) 416-2193MCI (VERIZON BUSINESS) (972) 729-6322SC GAS ALISO VIEJO (818) 701-4546LEUCADIA WASTEWATER DISTRICT (760) 753-0155WATER NOTES1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS.2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OFINDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHANOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTIONSAFETY ORDERS.3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, APERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED ANDAPPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITYOPERATIONS' PUBLIC WORKS MANAGER. SEE CARLSBAD NOTE 1.4. NO TREES SHALL BE REMOVED AS PART OF WORK - ANY EXCEPTIONS SHALL REQUIREWRITTEN PERMISSION FROM THE CITY ENGINEER.5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OFCATHODIC PROTECTION.6. MINIMUM SPACING BETWEEN RECYCLED WATER LATERALS, POTABLE WATER SERVICESAND SEWER SERVICES SHALL BE 10 FEET. A MINIMUM 4-FOOT SEPARATION MAY BECONSIDERED AT THE DISCRETION OF THE CMWD.7. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACEGRADE. REPAIR ANY DAMAGE IN KIND CAUSED BY CONSTRUCTION ACTIVITIES TOEDGES, WALLS, SLOPES AND LANDSCAPE.8. CONSTRUCTION OF WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THESEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OFCALIFORNIA'S DEPARTMENT OF PUBLIC HEALTH.9. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF AHIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTORON A CASE BY CASE BASIS, NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PERCOUPLING (2 DEGREES/EACH GASKET). USE NORTH AMERICAN PIPE CORPORATIONFLUID-TITE PVC HIGH DEFLECTION COUPLINGS.10. INSTALL APPROVED, METALLIC BACKED AND STENCILED WARNING TAPE OVER ALLPRESSURE PIPING AND PROVIDE AT LEAST 18" OF COVER OVER RECYCLED WATERLINES. STENCIL AND COLOR CODE (PURPLE PANTONE #522) ALL RECYCLED WATER PIPE.ORIENT THE STENCILING TO THE TOP OF THE TRENCH.11. INSTALL A PROTECTIVE SLEEVE WHEN RECYCLED AND POTABLE LINES CROSS IFREQUIRED. EXTEND THE SLEEVE 10' TO EACH SIDE OF THE CROSSING. MAINTAIN A 4' MINHORIZONTAL SEPARATION BETWEEN RECYCLED WATER LINES AND POTABLE WATER ORSEWER LINES. PROVIDE 12" VERTICAL SEPARATION BETWEEN POTABLE/RECYCLEDWATER/SEWER. INSTALL SEWER BELOW RECYCLED WATER AND RECYCLED WATERBELOW POTABLE WATER.12. EXACT LOCATION OF LATERALS, METERS, AVARs, BOs, AND MARs SHALL BE DETERMINEDIN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR.13. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PVC PIPE AND SECURE IN PLACEWITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. RUNTRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXESFOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE ANELECTRICAL SPLICING KIT CONSISTING OF A SPLIT BOLT CONNECTOR, MOLD AND A TWOPART ENCAPSULATING EPOXY RESIN SUCH AS SCOTCHCAST, OR CITY APPROVEDEQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENT OFPIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OFBEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGEDURING INSTALLATION AND BACKFILLING. USE AWG NO. 8 STRANDED COPPER WIREWITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLYDESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENEINSULATION SHALL CONFORM TO ASTM D1248, TYPE 1, CLASS C. WIRES WITH CUT ORDAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIREWHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.14. ALL RECYCLED WATER VALVE BOXES SHALL BE10" BINGHAM & TAYLOR MARK V WITH LOCKING LID.BLOW OFF AND MAR CANS SHALL BE ALHAMBRAA-1244-C/R.CARLSBAD NOTES1. CONTRACTOR SHALL SUBMIT UTILITY SHUTDOWN/CONNECTION REQUEST FORM E-28 ANDSHUTDOWN PLAN AS FOLLOWS:2. ALL EQUIPMENT USED DURING CONSTRUCTION, INCLUDING EXCAVATORS, SHALL HAVERUBBER TIRES OR RUBBER TRACKS. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRSTHAT ARE REQUIRED TO THE EXISTING PAVEMENT TO THE SATISFACTION OF THE CITYINSPECTOR AND AT NO ADDITIONAL COST TO THE CMWD.3. CONSTRUCTION STAGING OR STORAGE WITHIN THE PUBLIC RIGHT-OF-WAY IS PROHIBITED.OFF-SITE STAGING AND STORAGE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITYAND SHALL BE APPROVED BY THE CITY ENGINEER. SEE GENERAL NOTE 17.TO THE CITY ENGINEER2 WEEKS PRIOR TO ANY SHUTDOWNTO CARLSBAD UTILITY DEPARTMENT 2 DAYS PRIOR TO ANY SHUTDOWNENVIRONMENTAL NOTESBIO-IFCONTRACTOR TRAINING.IF IT IS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE BIO-IB THATTHE PROJECT WOULD OCCUR IMMEDIATELY ADJACENT TO SENSITIVE HABITAT AREASAND/OR HABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES, THE CMWD SHALLRETAIN A QUALIFIED BIOLOGIST TO ATTEND PRE-CONSTRUCTION MEETINGS TO INFORMCONSTRUCTION CREWS OF THE SENSITIVE RESOURCES AND ASSOCIATED AVOIDANCEAND/OR MINIMIZATION REQUIREMENTS.HAZ-1EXCAVATION MONITORING.DURING EXCAVATION ACTIVITIES, CMWD SHALL PROVIDE MONITORING BY AN INDIVIDUALLICENSED IN THE STATE OF CALIFORNIA TO ASSESS SOIL CONDITIONS FOR THE POTENTIALPRESENCE OF CONTAMINATED SOILS. IN THE EVENT OF ENCOUNTERING HYDROCARBONCONTAMINATED SOILS, THESE SOILS SHALL BE PROPERLY TESTED, MANAGED, ANDDISPOSED OF AT A LICENSED FACILITY IN ACCORDANCE WITH DEPARTMENT OFENVIRONMENTAL HEALTH REQUIREMENTS.HAZ-2CONSTRUCTION WORKER HEALTH AND SAFETY WORK PLAN.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING A CONSTRUCTIONWORKER HEALTH AND SAFETY WORK PLAN FOR THE REVIEW AND APPROVAL OF CMWD.CULTURAL RESOURCESPER CLASS I CULTURAL RESOURCE INVENTORY FOR THE CARLSBAD MUNICIPAL WATERDISTRICT PHASE III RECYCLED WATER PROJECT, SEGMENTS 1A, 2, 4A, 5, 7, AND 9, ANARCHAEOLOGICAL AND NATIVE AMERICAN MONITOR SHALL BE PRESENT FOR GROUNDDISTURBING ACTIVITIES IN ALL AREAS THAT INTERSECT KNOWN ARCHAEOLOGICAL SITESAND A 100 FT. BUFFER SURROUNDING THEM.THE CONTRACTOR WILL PROVIDE A CONSTRUCTION SCHEDULE THAT CLEARLY IDENTIFIESWORK IN THE GENERAL AREAS OF CULTURAL SIGNIFICANCE AS NOTED IN THE PLANS. THECONTRACTOR WILL INCLUDE A LINE ITEM IN THE SCHEDULE FOR ANTICIPATED “CULTURALMONITORING”. NOTIFY CITY TWO WEEKS PRIOR TO STARTING THE WORK TO ALLOWCOORDINATION TIME WITH CULTURAL MONITOR.THE MONITORS SHALL BE PRESENT FULL-TIME DURING ALL SOIL DISTURBING ANDGRADING/EXCAVATION/TRENCHING WHICH COULD RESULT IN IMPACTS TO ARCHAEOLOGICALRESOURCES AS IDENTIFIED WITHIN THE CULTURAL RESOURCES CLASS I INVENTORY. IN THEEVENT OF A DISCOVERY, THE ARCHAEOLOGICAL MONITOR SHALL DIRECT THE CONTRACTORTO TEMPORARILY DIVERT ALL SOIL DISTURBING ACTIVITIES. THE MONITOR SHALLIMMEDIATELY NOTIFY THEIR SUPERVISOR AND THE CITY OF THE DISCOVERY. NO SOIL SHALLBE EXPORTED OFF-SITE UNTIL A DETERMINATION CAN BE MADE REGARDING THESIGNIFICANCE OF THE RESOURCE, ESPECIALLY IF NATIVE AMERICAN RESOURCES AREENCOUNTERED.DURING CONSTRUCTION ACTIVITIES, CMWD AND CONTRACTOR SHALL COMPLY WITH PUBLICRESOURCES CODE SECTION 5097.98 AND CALIFORNIA STATE HEALTH AND SAFETY CODE7050.5, UPON UNINTENTIONAL DISCOVERY OR DISTURBANCE OF HUMAN REMAINS.CALIFORNIA STATE HEALTH AND SAFETY CODE SECTION 7050.5 DICTATES THAT NO FURTHERDISTURBANCE WILL OCCUR UNTIL THE COUNTY CORONER HAS MADE THE NECESSARYFINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODESECTION 5097.98. IF THE REMAINS ARE DETERMINED BY THE COUNTY CORONER TO BENATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WILL BE NOTIFIEDWITHIN 24 HOURS, AND THE GUIDELINES OF THE NAHC WILL BE MET IN THE TREATMENT ANDDISPOSITION OF THE REMAINS. A PROFESSIONAL ARCHAEOLOGIST WITH NATIVE AMERICANBURIAL EXPERIENCE WILL CONDUCT A FIELD INVESTIGATION OF THE SPECIFIC SITE ANDCONSULT WITH THE MOST LIKELY DESCENDANT (MLD), IF ANY, IDENTIFIED BY THE NAHC. ASNECESSARY AND APPROPRIATE, A PROFESSIONAL ARCHAEOLOGIST WILL BE RETAINED BYCMWD TO PROVIDE TECHNICAL ASSISTANCE TO THE MLD, INCLUDING BUT NOT LIMITED TO,THE EXCAVATION AND REMOVAL OF THE HUMAN REMAINS.CMWD STANDARD DRAWINGSTHE FOLLOWING CMWD STANDARD DRAWINGS ARE INCLUDED IN THE CONTRACT DOCUMENTS AND AREATTACHED TO THE PROJECT SPECIFICATIONS AS APPENDIX F, FOR CONVENIENCE OF REFERENCE. THIS LIST ISNOT INTENDED TO BE ALL INCLUSIVE OF REQUIRED STANDARDS.DWG. NO.DRAWING NAMEGS-6 LOCATIONS OF UNDERGROUND UTILITIESGS-6A LOCATIONS OF UNDERGROUND UTILITIESGS-9SPECIAL CROSS GUTTER (STEEP GRADES)GS-18 MEDIAN CURBGS-25 TRENCH RESURFACING ASPHALT CONCRETE PAVEMENT FOR TRENCH WIDTHS LESS THAN 25"GS-26 TRENCH RESURFACING ASPHALT CONCRETE PAVEMENT FOR TRENCH WIDTHS FROM 26" TO 48"GS-27 TRENCH RESURFACING ASPHALT CONCRETE PAVEMENT FOR TRENCH WIDTHS GREATER THAN 48"GS-28 NOTES FOR ASPHALT CONCRETE TRENCH RESURFACINGW-2TYPICLA TRENCH SECTIONW-31" WATER SERVICE CONNECTION FOR 5/8", 3/4" & 1" METERSW-42" WATER SERVICE CONNECTION FOR 1-1/2" & 2" METERSW-6 2" BLOW-OFF / MANUAL AIR RELEASE ASSEMBLIESW-7ABOVE SURFACE 2" AIR VACUUM VALVE ASSEMBLY & APPURTENANCEW-8 OUTLETS ON A.C. OR P.V.C. MAIN FOR 1" THRU 2" ASSEMBLIESW-12FIRE HYDRANT ASSEMBLYW-13 VALVE BOX ASSEMBLYW-15 CONCRETE THRUST BLOCKS FOR NON-RESTRAINED JOINTSW-16GATE VALVE INSTALLATION P.V.C., D.I.P., A.C.P. & STEEL PIPEW-17BUTTERFLY & PLUG VALVE INSTALLATION FOR P.V.C.W-18 THRUST ANCHOR FOR WATER MAIN REDUCER - 4 THRU 16 INCHW-19 THRUST BLOCK BEARING AREAS - 4" THRU 16"W-24PROTECTION POSTW-25 ZINC ANODE AND CONNECTORS FOR 1" & 2" WATER SERVICEMITIGATION MEASURESBIO-IAAVOIDANCE OF NESTING BIRDS AND RAPTORS,TO PREVENT IMPACTS OF NESTING BIRDS, INCLUDING RAPTORS, PROTECTED UNDER THEFEDERAL MBTA AND CDFG CODE, THE CMWD SHALL ENFORCE THE FOLLOWING:PRIOR TO CONSTRUCTION ACTIVITIES REQUIRING THE REMOVAL, PRUNING, OR DAMAGE OF ANYTREES, SHRUBS, AND MAN-MADE STRUCTURES (E.G., BUILDINGS, BRIDGES, ETC.) DURING THEGENERAL BREEDING SEASON, THAT BEING FROM JANUARY 15 TO SEPTEMBER 15, THE CITYSHALL RETAIN A QUALIFIED BIOLOGIST TO PERFORM A PRE-CONSTRUCTION SURVEY TODETERMINE IF THERE ARE ANY ACTIVE NESTS WITHIN 600 FEET OF THE AREAS PLANNED FORCONSTRUCTION. THE SURVEYS SHALL TAKE PLACE NO MORE THAN 30 DAYS PRIOR TO THESTART OF CONSTRUCTION FOR A PARTICULAR PROJECT COMPONENT.IF ANY ACTIVE RAPTOR NESTS ARE LOCATED ON OR WITHIN 500 FEET OF THE AREAS PLANNEDFOR CONSTRUCTION, OR IF ANY ACTIVE PASSERINE (SONGBIRD) NESTS ARE LOCATED ON ORWITHIN 300 FEET OF THE AREAS PLANNED FOR CONSTRUCTION, THE CITY SHALL RETAIN THENESTS AND MONITOR CONSTRUCTION ACTIVITIES. NO CONSTRUCTION ACTIVITIES SHALL OCCURUNTIL IT IS DETERMINED BY A QUALIFIED BIOLOGIST THAT THE NESTS ARE NO LONGER ACTIVEAND ALL NESTLINGS HAVE FLEDGED THE NEST OR UNTIL THE END OF THE GENERAL BREEDINGSEASON, WHICHEVER OCCURS LATER. A QUALIFIED BIOLOGIST SHALL CONFIRM IN WRITINGTHAT NO DISTURBANCE TO ACTIVE NESTS OR NESTING ACTIVITIES WOULD OCCUR OCCUR AS ARESULT OF CONSTRUCTION ACTIVITIES. DOCUMENTATION FROM A QUALIFIED BIOLOGISTCONSISTENT WITH THESE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY PLANNER FORREVIEW AND APPROVALBIO-1BPRE-CONSTRUCTION BIOLOGICAL RESOURCE SURVEYSPRIOR TO CONSTRUCTION OF PROJECT COMPONENTS ES 1, ES 2, ES 5, ES 8, AND ES 9 THATWILL OCCUR WITHIN DISTURBED OR DEVELOPED LAND, BUT ARE SITED IMMEDIATELY ADJACENTTO AN UNDEVELOPED OPEN SPACE AREA (I.E. AN AREA SUPPORTING NATURALIZED HABITAT,SENSITIVE HABITAT, AND/OR HABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES),THE CMWD SHALL RETAIN A QUALIFIED BIOLOGIST TO PERFORM A PRE-CONSTRUCTION SURVEYTO VERIFY EXISTING BIOLOGICAL RESOURCES ADJACENT TO THE PROJECT CONSTRUCTIONAREAS. THE SURVEYS SHALL TAKE PLACE NO MORE THAN 30 DAYS PRIOR TO THE START OFCONSTRUCTION FOR A PARTICULAR PROJECT COMPONENT. THE CMWD SHALL PROVIDE THEBIOLOGIST WITH A COPY OF THE PROJECT PLANS THAT CLEARLY DEPICT THE CONSTRUCTIONWORK LIMITS, INCLUDING CONSTRUCTION STAGING AND STORAGE AREAS, IN ORDER TODETERMINE WHICH SPECIFIC PORTION(S) OF THE PROJECT WILL REQUIRE INSPECTION OFADJACENT OPEN SPACE AREAS DURING THE PRE-CONSTRUCTION SURVEY. AT A MINIMUM, THEBIOLOGIST SHALL PERFORM A VISUAL INSPECTION OF THE ADJACENT OPEN SPACE AREA INORDER TO CHARACTERIZE THE EXISTING HABITAT TYPES AND DETERMINE THE LIKELIHOOD FORSPECIAL STATUS SPECIES TO OCCUR, INCLUDING THE COASTAL CALIFORNIA GNATCATCHER(POLIOPTILA CALIFORNICA CALIFORNICA), MIGRATORY SONGBIRDS, AND OTHER BIRD SPECIESWITH THE POTENTIAL TO BREED. THE PRE-CONSTRUCTION SURVEY RESULTS SHALL BESUBMITTED TO THE CMWD PRIOR TO CONSTRUCTION IN ORDER TO VERIFY THE NEED FORADDITIONAL CONSTRUCTION MEASURES PROPOSED WITHIN BIO-1C THROUGH BIO-1F.BIO-ICORANGE CONSTRUCTION FENCING.IF IT IS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE BIO-IB THAT THEPROJECT WOULD OCCUR IMMEDIATELY ADJACENT TO SENSITIVE HABITAT AREAS AND/ORHABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES, THE CMWD SHALL RETAIN AQUALIFIED BIOLOGIST TO SUPERVISE THE INSTALLATION OF TEMPORARY ORANGECONSTRUCTION FENCING, WHICH CLEARLY DELINEATES THE EDGE OF THE APPROVED LIMITSOF GRADING AND CLEARING, AND THE EDGES OF ENVIRONMENTALLY SENSITIVE AREAS THATOCCUR BEYOND THE APPROVED LIMITS. THIS FENCING SHALL BE INSTALLED PRIOR TOCONSTRUCTION, AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. FENCINGSHALL BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. IF WORKOCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT. ALL WORK SHALL CEASEUNTIL THE PROBLEM HAS BEEN REMEDIED AND MITIGATION IDENTIFIED. TEMPORARY ORANGEFENCING SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION OF THE PROJECT.IMPLEMENTATION OF THE MEASURE SHALL BE VERIFIED BY THE CITY PLANNER PRIOR TO ANDCONCURRENT WITH CONSTRUCTION.BIO-IDCONSTRUCTION-RELATED NOISE.CONSTRUCTION NOISE CREATED DURING THE GENERAL BREEDING SEASON (JANUARY 15 TOSEPTEMBER 15) THAT COULD AFFECT THE BREEDING OF THE COASTAL CALIFORNIAGNATCATCHER, MIGRATORY SONGBIRDS, AND OTHER BIRD SPECIES ASSOCIATED WITHADJACENT UNDEVELOPED AREAS SHALL BE AVOIDED. NO LOUD CONSTRUCTION NOISE(EXCEEDING 60 DBA HOURLY AVERAGE, ADJUSTED FOR AMBIENT NOISE LEVELS, AT THENESTING SITE) MAY TAKE PLACE WITHIN 600 FEET OF ACTIVE NESTING SITES DURING THEGENERAL BREEDING SEASON (JANUARY 15 THROUGH SEPTEMBER 15).IF IT IS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE BIO-IB THAT THEPROJECT COULD RESULT IN CONSTRUCTION-RELATED NOISE IMPACTS TO BREEDING BIRDSDURING THE GENERAL BREEDING SEASON, THE CMWD SHALL RETAIN A QUALIFIED BIOLOGISTTO MONITOR THE CONSTRUCTION OPERATIONS. THE BIOLOGICAL MONITOR SHALL BE PRESENTTO MONITOR CONSTRUCTION ACTIVITIES THAT OCCUR ADJACENT TO THE UNDEVELOPED OPENSPACE AREA POTENTIALLY SUPPORTING BREEDING BIRDS. THE MONITOR SHALL VERIFY THATCONSTRUCTION NOISE LEVELS DO NOT EXCEED 60 DBA HOURLY AVERAGE AND SHALL HAVETHE ABILITY TO HALT CONSTRUCTION WORK, IF NECESSARY, AND CONFER WITH THE CITYPLANNER, US FISH AND WILDLIFE SERVICE, AND CALIFORNIA DEPARTMENT OF FISH AND GAMETO ENSURE THE PROPER IMPLEMENTATION OF ADDITIONAL PROTECTION MEASURES DURINGCONSTRUCTION. THE BIOLOGIST SHALL REPORT ANY VIOLATION TO THE USFWS AND/OR CDFGWITHIN 25 HOURS OF ITS OCCURRENCE.BIO-IECONSTRUCTION STAGING AREASIF IT IS CONFIRMED THROUGH THE IMPLEMENTATION OF MITIGATION MEASURE BIO-IB THAT THEPROJECT WOULD OCCUR IMMEDIATELY ADJACENT TO SENSITIVE HABITAT AREAS AND/ORHABITAT POTENTIALLY SUITABLE FOR SPECIAL STATUS SPECIES, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING CONSTRUCTION STAGING AREAS SUCH THAT NO STAGING AREASSHALL BE LOCATED WITHIN SENSITIVE HABITAT AREAS. THE CONTRACTOR SHALL RECEIVEAPPROVAL BY THE CITY PLANNING & ENGINEERING DIVISIONS PRIOR TO MOBILIZATIONS ANDSTAGING EQUIPMENT OUTSIDE OF THE PROJECT BOUNDARIES.ENVIRONMENTAL NOTES (CONT.)21. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) ATLEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIRFACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.22. THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS PRIORTO FINAL ACCEPTANCE OF WORK BY THE CITY.23. THE CONTRACTOR SHALL REPLACE IN KIND AND IN ACCORDANCE WITH ALL CITY OFCARLSBAD STANDARDS ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TOPAVEMENT, SIDEWALKS, CURBS AND GUTTERS, MEDIAN IMPROVEMENTS, BERMS, PAVEDAND DIRT ROADS, DRAINAGE DITCHES, CULVERTS, DRAIN PIPES, SEWER LATERALS,WATER SERVICES, LANDSCAPING, HARDSCAPE IRRIGATION FACILITIES, TRAFFICCONTROL LOOPS, LIGHTING AND ELECTRICAL, ABOVE AND BELOW GROUND, DAMAGEDDURING CONSTRUCTION OF THE PROJECT, EXCEPT AS SPECIFICALLY INDICATEDRAWINGS.24. CONTRACTOR SHALL PROVIDE ASBESTOS CEMENT PIPE COUPON FROM EXISTINGASBESTOS CEMENT PIPE REMOVED DURING CONSTRUCTION OF WORK. COUPONS WILLBE SELECTED BY CMWD DURING CONSTRUCTION. CUT AND TEST ASBESTOS CEMENT INACCORDANCE WITH SECTION 02080.25. A DRAFT ASSET MANAGEMENT TABLE HAS BEEN PREPARED AND IS INCLUDED INAPPENDIX E. CONTRACTOR SHALL PREPARE A FINAL ASSET MANAGEMENT TABLEUPDATED PER AS-BUILT CONDITIONS AND SUBMIT TO CITY OF CARLSBAD WITH THEFINAL RECORD DRAWING MARKUPS.26. CONTRACTOR SHALL SUBMIT COMPLETE TRAFFIC CONTROL PLANS FOR APPROVAL FORALL ASSOCIATED WORK NOT INCLUDED IN THE PROVIDED TRAFFIC CONTROL PLANS,INCLUDING DETAILED TRAFFIC CONTROL PLANS FOR EACH LATERAL.27. CONTRACTOR IS RESPONSIBLE FOR COMPLETING PERMITTING PROCESS WITH NCTDINCLUDING BUT NOT LIMITED TO PROPERTY ACCESS REQUESTS, DETAILED WORK PLAN,FINAL TRAFFIC CONTROLS PLANS, ACTIVITY HAZARD ANALYSIS, PRIOR TOCONSTRUCTION IN NCTD RIGHT-OF-WAY.RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTS,,. __ _ fs: =-\ii l \V=-U tj Y: CA C G-03 08/06/21 SBK RECORD ORA WINGS 1-----+---+----------------+---t---+--------t U I _I Ill,' Lll';I'_, 1:1-1 =H0~3ET I c 11 y c 17' c Ll, Ir{ 1 :~: ~ L\ ) .----------r--------------,:-----,,------:::-------------tl-l-~--=~--=~-t:~_ -=~--=;+-=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~-1:~_ -=~--=~-r~~--=~--=T, -=~--=~--=~--=~--=7• IMPROVEMENT PLAN FOR: Kennedy/Jenks Consultants GENERAL NOTES Engineers & Scientists 1l1cS-c CFi-lllT 0:IDff J':I'-:", SJITF '-:] s,,J.I cl CA -r '' ,'.:~1t,-ti /[-, _::O::::, 'i/.fo\H 'NI I I I,_,_, ' 1<,Jl~ l'-!lc\lc~cR Q I 1------+--+---------------+-----+--t--------t RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c,CTPTD DY: TF':F:Y :i-✓1--, n_cF 'ITl>I CTH:::R r=i:::F:C\i,\L JIS IR C U-IC Ill ck D\'\11' O\": ---i:~f-11 R·r P\i'//1_: 1·-, __ _ l)l I l D<A\i\/l\J:; -12 5208-B 508-6 RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021RECYCLED WATER SEGMENT 5-1pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\General\1744100.00-G-04RECYCLED WATER SEGMENT 5-1 ENLARGED VIEWRECYCLED WATER SEGMENT 2C-07C-08C-11C-12C-13C-22C-19C-24C-23C-18C-17C-16C-27C-14C-26C-15C-20C-21C-37C-28C-30C-35C-31C-33C-41C-40C-38C-36C-32C-34C-39C-62C-62POTABLE WATER CARLSBAD PALISADESPOTABLE WATERCARLSBAD PALISADESSEE BELOW RIGHTRECYCLED WATERSEGMENT 5-1SEE ABOVE RIGHTCANNON ROADKELLEY DRTAMARACK AVETAMARA CK AVEHIGH RID GE AVETAMARAC K A VETAMARACK AVEPALISADES DRDRIFTWOOD CIRAMBERWOOD CTBIRCHWOOD CTBIRCHWOOD CIRE POINTE AVEREGEN T R O A D TAMARACK AVECHANCERY CTCHELSEA CTBUCKINGHAM LNSOUTHAMPTON RDSOUTHAMPTON RDREGENT ROADCARNABYCTSALISBURY DRDORCHESTER PLPONTIAC DREDINBURGH DREL CAMINO REALEL CAMINO REALPARK DRCARLS B A D B L V D AVENID A E N CI N A SEL CAMINO REALC-29C-25\ \ I I I I I I / \ \ -/ ' ~ ------........ '\ \ l l I Kennedy/Jenks Consultants Engineers & Scientists 'l1cSc CP\IIT 0:IDff J':i''!", SJITF ! :-i 5,1J.I cl CA 'JC !! ,:~1t,-ti /[-/.~:o::::, 'i/.fo\H 'NI I I I !\,I ! '<,Jl\ HC!IC\cR Q ' 08/06/21 SBK RECORD DRAWINGS n.AF F;EC ,! 1 ~IU ,,. __ _ ' fs: =-\ii l \V=-U tj Y: CA G-04 I =o4T I C llY C l"1 C j, Ir? I <I _j _,A, ) -12a I ! '-J ) UI _I 11 L ,, Lll'!I'_, 1\I' IMPROVEMENT PLAN FOR: KEY MAP/ RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c,CTPTD DY: TF':F:\ JIS IR C' li'IC lllck [l\",1[\ 0'{; ---(~f-11 R'r P\i'//1_: 7\/ __ _ '.)"-/I----j l)l I l 5208-B 508-6 RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\General\1744100.00-G-05RECYCLED WATER SEGMENT 5-3RECYCLED WATER SEGMENT 7C-59C-52C-58C-53C-54C-55C-48C-49C-50C-56C-57C-42C-43C-44C-45C-46C-47C-61POTABLE WATER FLOWER FIELDSPOTABLE WATERFLOWER FIELDSSEE BELOW RIGHTAVENIDA DE ANITAMARRON RDMARRON RDEL CAMINO REAL EL CAMIN O R E A L HAYMAR DRMARRON RDMONROE STFLOWER FIELDSWAYTAMARACK AVECHESTNUT AVECARLSBAD VILLAGE DRHOSP WAY-\.. ........ ........ ........ Kennedy/Jenks Consultants Engineers & Scientists 'l1cSc CP!IIT 0:IDff J':i''!", SJITF ! :-i 5,1J.I cl CA 'JC !! ,'.:~1t,-ti /[-, _::O::::, 'i\fo\H 'NI I I I !\,I ! '<,Jl\ HC!IC\cR Q , 08/06/21 SBK RECORD DRAWINGS F;EC ,! 1 ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: CA G-05 1 =osT I C llY C l"1 C j, Ir? I <I _j _,A, ) -12a I ! '-J ) UI _I 11 L ,, Lll'!I'_, 1/I' IMPROVEMENT PLAN FOR: KEY MAP/I RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c,CTPTD DY: TF':F:\ JIS IR C' li'IC lllck [l\",1[\ 0'{; ---(~f-11 R·r P\i'//1_: 7\/ __ _ '.)"-/I----j l)l I l 5208-B 508-6 GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112C 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-011. PERFORM WORK IN ACCORDANCE WITH CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS.2. THIS PROJECT IS WITHIN THE CITY OF CARLSBAD RIGHT-OF-WAY. CONFORM TO THE CITY OFCARLSBAD ENCROACHMENT PERMIT AND REQUIREMENTS.3. THE LOCATION, PIPE DIAMETER, MATERIAL, AND/OR ELEVATIONS OF UNDERGROUNDUTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY. NOTIFY UNDERGROUNDSERVICE ALERT (USA) AT 811 A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION.4. PROTECT EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THE DRAWINGS.EXPEDITIOUSLY REPAIR OR RECONSTRUCT ALL UTILITIES DAMAGED BY CONSTRUCTIONOPERATIONS.5. SHORE AND OTHERWISE PROTECT ALL TRENCH EXCAVATIONS 5 FEET OR MORE IN DEPTH INACCORDANCE WITH STATE AND FEDERAL OSHA REQUIREMENTS WITH ENGINEEREDSUPPORT.6. MAINTAIN RECORD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OFCONSTRUCTION. RECORD THE LOCATION AND GRADE OF ALL UNDERGROUNDIMPROVEMENTS CONSTRUCTED. DELIVER RECORD DRAWINGS TO THE OWNER PRIOR TOAND IN CONSIDERATION OF THE OWNER'S ACCEPTANCE OF THE WORK.7. REMOVE AND PROPERLY DISPOSE OF ALL SURPLUS EXCAVATION MATERIAL AND DEBRISPROMPTLY FROM THE SITE. MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION.8. PROVIDE TEMPORARY FENCING TO PROTECT LAYDOWN AREAS. MAINTAIN TEMPORARYFENCING 24 HOURS A DAY, 7 DAYS A WEEK. COORDINATE LAYDOWN AREA WITH CMWDDURING CONSTRUCTION.9. RESTORE ALL ITEMS DISTURBED DURING CONSTRUCTION BACK TO THEIR ORIGINALCONDITION OR BETTER AS APPROVED BY CARLSBAD MUNICIPAL WATER DISTRICT.10. MAXIMUM LENGTH OF PIPE TO BE INCLUDED IN ANY ONE (1) HYDROSTATIC TEST SHALL NOTEXCEED 2,500 LINEAR FEET OR VERTICAL ELEVATION DIFFERENCE OF 58 FEET.11. REMOVE EXIST POLYETHYLENE ENCASEMENT WHERE IT CONFLICTS WITH NEW PIPING.PROVIDE NEW POLYETHYLENE ENCASEMENT AROUND NEW FITTINGS. SEAL NEWPOLYETHYLENE ENCASEMENT TO EXISTING POLYETHYLENE ENCASEMENT WITH PLASTICADHESIVE TAPE A MINIMUM OF 4 MILS THICK AND AT LEAST 2-INCHES WIDE.12. HAND-DIG ONLY WITHIN 5-FEET OF HIGH-PRESSURE GAS PIPELINES. NO MECHANICALDIGGING. NO VACUUM DIGGING.13. MECHANICALLY RESTRAIN ALL JOINTS WITHIN 40-FEET OF RWGVs ON 6-INCH PIPELINES ANDWITHIN 55-FEET OF RWGVs ON 8-INCH PIPELINES.CIVIL NOTESCUSTOMER NO. SHEET NO. STREET NO.STREETACCOUNT NO. WATER METER NO.SEGMENTALIGNMENT STATIONSERVICE SIZE (IN.)1C-07200CANNON RDNEWNEWSEGMENT 2N/A1+14.8922C-114898PARK DR392450045818208SEGMENT 5-1 ALIGNMENT A 1+01.0023C-114885KELLY DR390000045386157SEGMENT 5-1 ALIGNMENT A 4+52.9924C-164707AMBERWOOD CT350040044279912SEGMENT 5-1 ALIGNMENT C 22+14.0025C-192501TAMARACK AV481880045369904SEGMENT 5-1 ALIGNMENT B 48+87.0026C-192521TAMARACK AV481870045369896SEGMENT 5-1 ALIGNMENT B 58+59.0027C-202541TAMARACK AV481860045369908SEGMENT 5-1 ALIGNMENT B 63+65.0028C-212561TAMARACK AV481845045369867SEGMENT 5-1 ALIGNMENT B 69+71.0029C-212601TAMARACK AV480000045369901SEGMENT 5-1 ALIGNMENT B73+43.20210C-212402TAMARACK AV481851045386141SEGMENT 5-1 ALIGNMENT B 74+68.62211C-21A2701TAMARACK AV481820045369859SEGMENT 5-1 ALIGNMENT B 77+28.38212C-221815PALISADES DR351730045369943SEGMENT 5-1 ALIGNMENT C 2+54.00213C-221808PALISADES DR351460045369941SEGMENT 5-1 ALIGNMENT C 2+77.13214C-221751EAST POINTE AV351630045369931SEGMENT 5-1 ALIGNMENT C 8+41.82215C-222100TAMARACK AV360450045369959SEGMENT 5-1 ALIGNMENT C 11+87.60216C-221812HIGH RIDGE AV361430044279921SEGMENT 5-1 ALIGNMENT C 12+98.13217---------18C-241901HIGH RIDGE AV361170045386197SEGMENT 5-1 ALIGNMENT C 26+10.68219C-251868SPYGLASS CT361060044747399SEGMENT 5-1 ALIGNMENT N 6+84.67220C-261898PALISADES DR351230045369909SEGMENT 5-1 ALIGNMENT D 0+93.00221C-261910EAST POINTE AV360100045369928SEGMENT 5-1 ALIGNMENT D 0+59.00222C-261906PALISADES DR351220045386195SEGMENT 5-1 ALIGNMENT D 3+47.26223C-262000PALISADES DR350640045386194SEGMENT 5-1 ALIGNMENT D 7+15.00224C-274739BIRCHWOOD CR350610044279933SEGMENT 5-1 ALIGNMENT E 4+38.01225C-282601REGENT RD400380145369902SEGMENT 5-1 ALIGNMENT F 3+39.00226C-2815REGENT RD400390045369899SEGMENT 5-1 ALIGNMENT F 5+00.00227C-2816REGENT RD400400045369838SEGMENT 5-1 ALIGNMENT F 9+23.00228C-3013SALISBURY DR410350045369934SEGMENT 5-1 ALIGNMENT G 1+69.00229C-317SOUTHAMPTON RD410420044279947SEGMENT 5-1 ALIGNMENT G 10+29.00230C-3111SOUTHAMPTON RD410410045369935SEGMENT 5-1 ALIGNMENT G 11+91.00231C-329SOUTHAMPTON RD410730044279973SEGMENT 5-1 ALIGNMENT G 21+58.87232C-332739SOUTHAMPTON RD400005045369891SEGMENT 5-1 ALIGNMENT G 28+32.00233C-343SOUTHAMPTON RD400020044747389SEGMENT 5-1 ALIGNMENT G 39+91.26234C-341SOUTHAMPTON RD400000545369897SEGMENT 5-1 ALIGNMENT G 39+85.00235C-358DORCHESTER PL410560044747392SEGMENT 5-1 ALIGNMENT H 5+59.00236C-366CARNABY CT410771045369834SEGMENT 5-1 ALIGNMENT I 3+78.30237C-374612BUCKINGHAM LN410732645369919SEGMENT 5-1 ALIGNMENT J 3+58.00238C-384553CHELSEA CT400010045386201SEGMENT 5-1 ALIGNMENT K 1+07.00239C-394566CHANCERY CT400009845369843SEGMENT 5-1 ALIGNMENT L1+03.00240C-4014PONTIAC DR410400045386200SEGMENT 5-1 ALIGNMENT M 2+47.00241C-402700SOUTHAMPTON RD400021045369872SEGMENT 5-1 ALIGNMENT M 7+54.00242C-4119PONTIAC DR400000045369844SEGMENT 5-1 ALIGNMENT M 12+07.02243C-423600CELINDA DR310720044747402SEGMENT 5-3 ALIGNMENT A 3+85.18244C-433500EL CAMINO REAL32216004538972SEGMENT 5-3 ALIGNMENT A 14+06.00145---------46C-452381 CARLSBAD VILLAGE DR 31124004569867SEGMENT 5-3 ALIGNMENT A 30+77.47247C-453150EL CAMINO REAL301970045818174SEGMENT 5-3 ALIGNMENT A 33+01.00248C-453101EL CAMINO REAL310010045385970SEGMENT 5-3 ALIGNMENT A 36+67.19149C-453144EL CAMINO REAL301980045385973SEGMENT 5-3 ALIGNMENT A 36+42.00150C-463140EL CAMINO REAL301990045818207SEGMENT 5-3 ALIGNMENT A 39+36.00251C-462751EL CAMINO REAL270000044752342SEGMENT 5-3 ALIGNMENT A 42+92.00152C-462630EL CAMINO REAL270313044279908SEGMENT 5-3ALIGNMENT A 44+94.62253C-462634EL CAMINO REAL270312044747228SEGMENT 5-3 ALIGNMENT A 44+96.62154C-462630EL CAMINO REAL270311045386030SEGMENT 5-3 ALIGNMENT A 44+98.62155C-462760 CIRCULO SANTIAGO262060045369916SEGMENT 5-3 ALIGNMENT A 45+34.08256C-472500EL CAMINO REAL270320045369917SEGMENT 5-3 ALIGNMENT A 53+60.00257C-472500EL CAMINO REAL270290045369923SEGMENT 5-3 ALIGNMENT A 51+75.00258C-472600EL CAMINO REAL270020045369914SEGMENT 5-3 ALIGNMENT A 52+65.88259C-452580EL CAMINO REAL270070044747212SEGMENT 5-3 ALIGNMENT A 59+87.62160C-482500EL CAMINO REAL270080045382114SEGMENT 5-3 ALIGNMENT A 59+89.62161C-482550EL CAMINO REAL270090045386093SEGMENT 5-3 ALIGNMENT A 61+80.91262C-482515EL CAMINO REAL270330016869568SEGMENT 5-3 ALIGNMENT A 64+10.97263C-482500EL CAMINO REAL270110045386063SEGMENT 5-3 ALIGNMENT A 63+75.00264C-492500EL CAMINO REAL270140045369939SEGMENT 5-3 ALIGNMENT A 68+21.00165C-562500EL CAMINO REAL270220045369930SEGMENT 5-3 ALIGNMENT B 52+40.00266C-502711HAYMAR DR270112045369964SEGMENT 5-3 ALIGNMENT A 80+70.00267C-532525EL CAMINO REAL270450045369952SEGMENT 5-3 ALIGNMENT B 21+17.00268C-532525EL CAMINO REAL270460045369962SEGMENT 5-3 ALIGNMENT B 21+19.00269C-542525EL CAMINO REAL270530045369940SEGMENT 5-3 ALIGNMENT B 31+33.31270C-552525EL CAMINO REAL270360045369968SEGMENT 5-3 ALIGNMENT B 40+05.35271C-552525EL CAMINO REAL270550045369890SEGMENT 5-3 ALIGNMENT B 40+07.35272C-552590EL CAMINO REAL270060045386095SEGMENT 5-3 ALIGNMENT B 46+34.13273C-562500EL CAMINO REAL270210045369918SEGMENT 5-3 ALIGNMENT B 48+33.00274C-562550MARRON RD281341545696870SEGMENT 5-3 ALIGNMENT B 56+63.00275C-572554MARRON RD28134164569863SEGMENT 5-3 ALIGNMENT B 57+13.00276C-572665 FLOWER FIELDS WY281040045818209SEGMENT 5-3 ALIGNMENT B 61+99.00277C-581850MARRON RD270444045369953SEGMENT 5-3 ALIGNMENT C 3+34.00278C-582571EL CAMINO REAL270430544752316SEGMENT 5-3 ALIGNMENT C 8+31.001CUSTOMER LISTNOTE:ADDRESSES SHOWN ARE FOR CURRENT PW METERS, NOT NEW RW METERS SHOWN IN TABLE.SURVEY BYTHE SURVEY WAS PERFORMED BY SNIPES-DYE ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORSIN MARCH 2017, AND SUPPLEMENTAL SURVEY IN OCTOBER 2017.SNIPES-DYE ASSOCIATES8348 CENTER DRIVE, SUITE G LA MESA, CA 91942 (619) 697-9237BASIS OF BEARINGSBENCHMARK DATATHE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD83,ZONE 6, EPOCH 1991.35, BETWEEN STATION "CLSB-085" AND STATION "CLSB-137" PER R.O.S. 17271.STATION "CLSB-085"FOUND 2.5" DISK IN DRAINAGE BOX INLET SOUTH SIDE OF VISTA WAY, 0.7 MI. EAST OF EL CAMINOREAL AND 0.2 MI. WEST OF RANCHO DEL ORO IN THE CITY OF OCEANSIDE.N - 2010994.566E - 6235853.901ELEV = 60.744 NGVD29STATION "CLSB-137"FOUND ROD WITH 2.5" DISK IN CENTER OF TURN AROUND CIRCLE, SOUTH BOUND CARLSBADBOULEVARD IN THE SOUTHWEST QUADRANT OF THE JUNCTION WITH PALOMAR AIRPORT ROAD.N - 1990194.279E - 6231466.046ELEV = 60.700 NGVD29THRUST BLOCK BEARING AREAFITTING TYPE6" PIPE SIZE8" PIPE SIZEDEAD END11 SF18 SFTEE11 SF18 SF90° BEND15 SF25 SF45° BEND9 SF14 SF22.5° BEND4 SF7 SF11.25° BEND4 SF7 SFTHE FOLLOWING THRUST BLOCK BEARING AREAS ARE DERIVED FROM CMWD STANDARD DRAWINGW-19, FOR A PIPELINE PRESSURE OF 225 PSI AND A SAND SOIL TYPE. USE VALUES IN TABLEUNLESS DIRECTED OTHERWISE BY CMWD. THRUST BLOCKS ARE TO BE PLACED AT ALLHORIZONTAL AND VERTICAL BENDS AND PIPE TERMINATIONS, WHETHER SHOWN ON THEDRAWINGS OR NOT. THRUST BLOCKS ARE NOT REQUIRED WHERE RESTRAINED JOINTS ARE USED.ALL JOINTS SHALL BE RESTRAINEDMECHANICAL RESTRAINT LENGTHSFITTING6" PIPE SIZE8" PIPE SIZEDEAD END/VALVES40'13'90° HORIZONTAL BEND6'3'22.5° HORIZONTAL BEND2'11.25° HORIZONTAL BEND21'MECHANICAL RESTRAINT MAY BE USED IN LIEU OF THRUST BLOCKS WITH APPROVAL FROM CMWD.VALUES IN TABLE BELOW ARE FOR A SAND SOIL TYPE WITH 4-FEET DEPTH OF BURY. NOTIFYENGINEER IF FIELD CONDITIONS VARY.45° HORIZONTAL BEND22.5° VERTICAL BEND11.25° VERTICAL BEND45° VERTICAL BEND10'5'RESTRAINED JOINT LENGTH55'17'7'4'2'28'13'7'RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTS□ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ -B-□ □ □ □ □ □ Kennedy/Jenks Consultants Engineers & Scientists ,,,,s.c CP. IIT 0:IDff ·p1::0. SJITF --:) s.,J.I cl CA 'JC --,'.:~1t,-ti /[-/.~:o::::, 'i/.fo\H 'NI I I I:.'-' : '<,Jl~ 1--!)C!IC~cR Q , '"F;EC ::;)=, = = ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: CA C C-01 08/06/21 SBK RECORD ORA WINGS 1 =Ho~6ET I c 11 Y c 17, c L1-Ir{ I :~: --i L\ ) --•,-1E2Ea--., I 1------+--+---------------+---+--+-------t U I _I Ill,' Ul·:I'_, ,:1-l------+--+---------------+---+--+-------t ~!M=PR=o=vE=M="-EN=T=P=LA=N=F=:=OR=,=========-=== CIVIL NOTES+ SURVEY NOTES & GUS I OMER LIST l------+--+---------------+---+--+-------1 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 n.>F · ITl.>I CTH:::R r=i:::F:C\i,\L JIS IR C U-IC Ill ck D\'\11' O\": ---i:~f-11 R'r P\i'//1_: 1··': __ l)l I l D<A\i\/l\J:; -12 5208-B 508-6 2'-0"2'-0"CONCRETE BASE, PER DETAIL 2" COPPER PIPE,TYPE 'K' SOFT PER CMWD STD W-7 2" WATER SERVICE PER CMWD STD DWG W-8 13" DIA X 36" HIGH ENCLOSURE, PIPELINE PRODUCTS MODEL WTS-1336-ZP-CSBD SEE NOTE 3 FOR COATING REQUIREMENTS PROTECTION POST PER CMWD STDDWG W-24TYP OF 4 2" TRAFFIC-RATED METER BOX W/ PURPLE LID PER CMWD APPROVED MATERIAL LIST, MODIFIED FOR 18" DEPTH RECYCLED WATER SIGNMOUNTED ON 2" GROUT-FILLEDGALV STEEL PIPE 3 - 2 - CONCRETE BASE, 1'-0" THICK2 #4 T&B EW 1'-0"A - 1'-0" A 2" QUICK DISCONNECT W/ DUST CAP CONCRETE BASE,PER DETAIL 3-1/4"2" 2,000 LB THREADED BRASS 90° ELBOW HINGE 2" SCH 80 RED BRASS PIPE2" MIN30 MIL PVC TAPE WRAP 1" BEYOND CONCRETE 2" BRASS ANGLE VALVE W/ SHORT HANDLE 2" 3,000 LB BRASS UNION (BONNEY FORGE OR EQUAL) SIGN MOUNTED ON 2" GROUT-FILLED GALV STEEL PIPE 2" TRAFFIC-RATED METER BOX W/ PURPLE LID APPROVED MATERIAL LIST PER CMWD AML, MODIFIED FOR 18" DEPTH 2" COPPER PIPETYPE 'K' SOFT PER CMWD STD DWG W-7 3 - FIELD ADJUST AS NECESSARY TO CLEAR ENCLOSURE HASP FOR PADLOCK W/ 5/8" HOLE 2" SCH 80 RED BRASS PIPE W/ THREADED ENDS, TYP 2" ANGLE METERSTOP4'-0"1'-6"'0'-9"RECYCLED WATER SIGN 2 - 4" CRUSHED ROCK 6" CRUSHED ROCK 4" SCH 40 PVC SLEEVE 3/8" 316 SS CONCRETE ADHESIVE ANCHORS W/ DOUBLE HEX NUTS W/ WASHERS FOR LEVELING, TYP 2'-0"1'-0"13" DIA X 36" HIGH ENCLOSURE 1/2" CLEAR4" MIN EMBEDMENT#4 @ 10" T&B EW 6"NOTES: 1. OUTLET ORIENTATION PER PLAN VIEW. 2. RECYCLED WATER FACILITIES SHALL BE IDENTIFIED WITH PURPLE COATING,IDENTIFICATION LABELS, WARNING TAPE, AND SIGNS IN ACCORDANCE WITH DEPARTMENTOF DRINKING WATER RULES AND REGULATIONS. 3. MANUFACTURER FINISH: PRIMER (3 MILS) CONTRACTOR FINISH: SHERWIN WILLIAMS STEEL SPEC: ALKYD - PURPLE, PANTONE #522C (2 COATS AT 3 MILS EACH) 4. LOCATION OF METER BOX, RISER, AND SIGN TO BE COORDINATED WITH CMWD DURING CONSTRUCTION. FILL STATION DETAIL SCALE: NTS PLAN CONCRETE BASE DETAIL 3 RECORD DRAWINGS THIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHER CHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTS C 83374 03/31/2023 08/06/2021 pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-021 - 12"x12" ALUMINUM "DO NOT DRINK" SIGN SCALE: NTS 2 - SECTION A SCALE: NTS ~- I I 1/ 8 C: / / I --------.. ~· t-----.. -..... I y V I/ I ,/ I/ I ' ' ~ / I I I I . ,.::'.i I I /1 I I L J d < ' c, - 0 8 I -----------+---+--1r1. H II Ill 1\,,-' "-·,II II Ill 0 0 8 - - _-1-1_ 1-1-1 _1 -1-11_ -AH I -1 I In Order to Conserve Water RECYCLED WATER IN USE DO NOT DRINK NO TOME ELAGUA WASH HANDS AFTER CONTACTING LAVESE LAS MANOS DESPUES DE ~ HACERCONTACTOCON ELAGUA I I ' ' .,. _, • '-- 8 "RECORD DRAWING" ~ffe4: P.E. __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE C-02 Kennedy/Jenks Consultants Engineers & Scientists 9665 GRANITE RIDGE DRIVE, SUITE 210 t-------if---+-----------l---1------l------L__J ~ CITY OF CARLS BAD SHEETS L__QZJ UTILITIES DIVISION 128 r--------..----------------__JJ----+----t---------------1------l--_JL _ _j_ _ _J ~M51PR~Oi7iVE~ME~N~rpF<t,4T.N~F~O:;,:R:::::=:::::::::::::::::::::::::::::==::::::::=====~ FILL STATION DETAIL SAN DIEGO, CA 92123 858-676-7500 t---+----tf---------------1-----l---L--L-_J RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 ACCEPTED BY: TERRY SMITH t---+----J---------------1-----+-_JI-_ _J_ _ _J ~D~IS~TR~IC~T~E:::N::::G:::::IN:=EE:::R:;-;::=~~~:::::::=:::::;-;==::::D::::A:::::T:=E~ SUBMITTED_· __ S_AR_A_H_l'l1_LL_IA_M_c_S __ 6.:..!./-=22"'-/-=20::_:_18=----DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: I PROJECT NO. I DRAWING NO. PROJECT MANAGER DATE ENGINEER OF WORK REVISION DESCRIPTION f-0-1H-ER-AP~PR-O-VA-L _,___AC_C_LEP_TE_D__. 2~~g ~~~ --5208-B . 508-6 STREET ORGROUND SURFACEREMOVE EXISTING ACP & INSTALL C900PVC DR-18 REPLACEMENT SECTION ATCROSSING (MATCH SIZE AND SLOPE OFEXISTING), SEE NOTESTRENCH EXCAVATIONLIMIT ALONG ACPEXISTING ACPNEW RECYCLED WATER ORPOTABLE WATER PIPECOUPLING AT EXISTINGACP JOINT TYPNOTES:1. REPLACE SECTION OF ACP WATER PIPE WHERE NEW WATER PIPE CROSSES BELOW EXISTING ACP. ASSUME ALL WATER PIPE CROSSINGS GREATERTHAN 2 IN DIAMETER ARE ACP AND REQUIRE REPLACEMENT, UNLESS STATED OTHERWISE ON THE DRAWINGS.2. ACP SHALL BE REPLACED TO NEAREST JOINT ON EITHER SIDE OF CROSSING. IF JOINT IS WITHIN 2 FT OF WATER TRENCH, REPLACE TO NEXT JOINT.3. NO CUTTING OF EXISTING ACP SHALL BE PERMITTED. ACP SHALL BE LEGALLY REMOVED AND DISPOSED BY THE CONTRACTOR.4. PERFORM ACP COUPON TESTING IN ACCORDANCE WITH SECTION 02080 AS DIRECTED BY CMWD DURING CONSTRUCTION. SEE GENERAL NOTE 24 ONSHEET G-03.5. NEW PVC PIPE AND FITTINGS SHALL BE DISINFECTED PRIOR TO INSTALLATION PER CMWD SPECIFICATIONS. PRESSURE TESTING NOT REQUIRED FORNEW PVC PIPE AND FITTINGS USED TO REPLACE ACP. DISINFECT NEW PIPE AND EXISTING PIPE AT POINT OF CONNECTION IN ACCORDANCE WITHSPECIFICATION SECTION 15041.6. SUBMIT A SHUTDOWN REQUEST IN ACCORDANCE WITH CARLSBAD NOTE 1 ON SHEET G-03.2' MIN TYP12" TYPDUCTILE IRON PIPE#5 @ 12"4 - #5 CONT.6" MINTYP.NOTES:1. PIPE WITHIN CONCRETE ENCASEMENT SHALL BE DUCTILE IRON AND FULLY RESTRAINED.2. PROVIDE CONCRETE ENCASEMENT FOR ANY PIPE THAT HAS LESS THAN 3 FEET OF COVER, WHETHER SHOWN ON THE DRAWINGS OR NOT.STREET ORGROUND SURFACEEXISTING POTABLEWATER MAIN(N) RECYCLED WATER PIPELINE PVC SLEEVEIS REQUIRED WHEN VERTICAL SEPARATION,O.D. TO O.D. IS LESS THAN 12". EXTEND PVCSLEEVE 8 FT IN EACH DIRECTION FROM PIPECROSSING, MAINTAIN MIN 4' HORIZONTALSEPARATION, O.D. TO O.D. TO POTABLEWATER MAIN OR SEWER LINES.12" MIN VERTICAL SEPARATION.SAND CUSHION REQUIRED FOR LESSTHAN 12" VERTICAL SEPARATION3'-6" TYP3' MIN (TYP.)GV (TYP.) FL x MJSIZE PER PLANTEE (TYP.) FLANGED SIZEPER PLAN3' MIN (TYP.)TB (TYP.)NOTES:1. TYPICAL DETAIL APPLIES TO ALL NEW IN-LINE VALVESUNLESS OTHERWISE STATED.2. MAR, AVAR, AND BO TO BE 3' FROM FITTINGS.3. INSTALL GV IN ACCORDANCE WITH CMWD STD DWG W-16.APPURTENANCEPER PLANAPPURTENANCEPER PLAN3' MIN (TYP.)3' MIN (TYP.)NOTES:1. TYPICAL DETAIL APPLIES TO ALL NEW IN-LINE VALVESUNLESS OTHERWISE STATED.2. MAR, AVAR, AND BO TO BE 3' FROM FITTINGS.3. INSTALL GV IN ACCORDANCE WITH CMWD STD DWG W-16.GV (TYP.) MJ x MJSIZE PER PLANAPPURTENANCEPER PLANAPPURTENANCEPER PLANRECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-03ACP WATER CROSSING1-CONCETE ENCASEMENT DETAIL2-SCALE: NTSRECYCLED WATER / POTABLE WATER CROSSING (TYPICAL)3-SCALE: NTSSCALE: NTSTEE DETAIL (TYPICAL)4-SCALE: NTSIN-LINE VALVE (TYPICAL)5-SCALE: NTS,... ,--~-----i -I ~,_ ---,--I I • r ---------• ~ I t--' ~ ~ -~ r \ I ' ,, -----------. -I \ 1 I ' ,, -• _/ ,----'-----I,... -\ \_ -~ ~ -l---.....JL---...,. I \ ' I ''------.,, Kennedy/Jenks Consultants Engineers & Scientists •i1,Sc CP. IIT 0:IDff J':l'·;c_ SJITF ! :-i 5.•J.I cl CA ·r !! ,:~1t,-ti /e.-,,~:o::::, 'i/.fo\H '.'ii I I I!,.,, ' '<,Jl~ 1',;]C!IC~cR I \/////////////// ///////////////\ ------------------If-----,,. __ _ fs: =-\ii l \V=-U tj Y: CA C C-03 08/06/21 SBK RECORD ORA WINGS I 2HOc8ET I C 11 y C 17' C Ll, Ir{ I :~: ~ L\ ) ·-.:-1E2E8! I 1-----1----+----------------t-----+--+--------I U I _I Ill,' Ul·;I'_, 1:1· l-----l----+----------------t-----+--+--------1 ~!M=PR=o=ii:=EM='-E-=N=TP=LA=N=F=O;=R=: ==========--=== CIVIL DETAILS 1-------+--+---------------+-----+--+-------t RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TPTD DY: TF':F:Y !i'il--, n.>F 'ITl.>I CTH:::R r=i:::F:C\i,\L JIS IR C U·-IC Ill ck D\'\11' O\": ---i:~f-11 R·r P\i'//1_: 1·-, __ _ l)l I l D<A\i\/l\J:; -12 5208-B 508-6 INSTALL 6" PVCW PIPELINEINSTALL 6"x8"REDUCER (MJ x MJ)INSTALL THRUST ANCHORPER CMWD STD DWG W-18INSTALLRESTRAINED FCAREMOVE (E)THRUST BLOCKREMOVE (E) END CAP(NOT SHOWN FOR CLARITY)(E) 8" PVCW PIPELINEINSTALL 2'-0" SPOOL8" PVC W PIPELINEINSTALLRESTRAINED FCA(E) 8" PVCRW PIPELINEREMOVE (E) END CAP(NOT SHOWN FOR CLARITY)REMOVE (E)THRUST BLOCKINSTALL HDCOUPLINGINSTALL 8" PVCRW PIPELINE(E) 6" GV(E) 6" PVC PWPIPELINE(E) 8" PVC RW PIPELINE(E) 8"x6" TEEREMOVE (E) END CAP AND SPOOLREMOVE (E) THRUST BLOCKINSTALL 8" PVC RW PIPELINEINSTALL 6" GV (FL x MJ)INSTALLRESTRAINED FCA(E) 12" PVCRW PIPELINEINSTALL 6" GV(FL x MJ)INSTALL 6" PVCRW PIPELINEINSTALLRESTRAINED FCAINSTALL 2'-0" SPOOL12" PVC RW PIPELINEINSTALL 12"x6" TEECUT & REMOVE PORTIONOF (E) 12" PVC RW PIPELINEINSTALL THRUST BLOCK, SIZINGPER TABLE ON SHEET G-3INSTALL 12" GV (MJ x MJ)CUT-ININSTALL 2'-0" SPOOL 12"PVC RW PIPELINEINSTALL 12" GV (MJ x MJ)CUT-IN(E) 12" PVCRW PIPELINE(E) 8" GV(E) 8" CROSS(E) 8" BF(E) 12" PVCRW PIPELINE(E) 8"x12" REDUCER(E) 8" GV(E) PVCPWPIPELINEINSTALL (N) 6" PVCRW PIPELINE(BELOW)INSTALL (N) RESTRAINEDFCA (BELOW), TYP OF 3INSTALL (N) 6" PVCRW PIPELINE(BELOW)REMOVE (E) BFINSTALL (N) 8" GV(FL x FL)(E) THRUST ANCHORINSTALL (N) 8"x6"x6" TEE (FL x FL x FL)(BELOW)INSTALL (N) 8" 90° VERT BEND(FL x FL)INSTALL THRUST ANCHORPER CMWD STD DWG W-18INSTALL 8" PVCRW PIPELINEREMOVE (E) BF INSTALL(N) 8"x12" REDUCER(E) THRUST BLOCK(E) 12" GV(E) 12"x24" REDUCER(E) 12" TEE(E) 12" 45° BEND DNINSTALL 8" GV ( FL x MJ)(E) THRUST ANCHORRECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-04-1SEGMENT 2 CANNON ROAD & AVENIDA ENCINAS-2SEGMENT 5-1 KELLY DR & EL CAMINO REAL-3SEGEMENT 5-1 TAMARACK AVE & EL CAMINO REAL-6CARLSBAD PALISADES TAMRACK AVE-5SEGMENT 7 TAMARACK AVE-4SEGMENT 5-3 CHESTNUT AVE AND EL CAMINO REALNTSNTSNTSNTSNTSNTSDID NOT INSTALLINSTALLED PER PLANINSTALLED PER PLANINSTALLED PER PLANINSTALLED PER PLANINSTALLED PER PLAN' ._ . ., . .. ,,: , ... .-·..,. . . .. .. ., .--. ''"'· _., ·-· .. . ·r ."". ... _.. . " . ., . . . . -_,._ .... -.. · .. ~--' . ..-... -.;;-; ' · .... . -. . ·• •. ,. . .' .. f .J V .., ·'> 8 8 8 8 Kennedy/Jenks Consultants Engineers & Scientists •i1,S.c CFi-. llT 0:IDff J':I'·:". SJITF ! :-i 5.0J.i cl CA ·r cc ·=~1t,-ti /[-/.~:o::::, 'i/.fo\H •NI I I I!.'-' ' '<,Jl~ )'.;IC!IC~cR JA l Q • 08/06/21 SBK RECORD DRAWINGS n.AF . . \ • I • '> • I 8 F;EC ,! 1 ~IU 8 rs:=-\ii t. \V=-U tj Y: CA C-04 I =o9T I C llY C l"1 C j_ Ir? I <I _j _,A, ) -12a I ! '-J ) U I _I IIL,1 Ul·;I'_, '/I· IMPROVEMENT PLAN FOR: CONNECTION DETAILS RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.C:TPTD DY: TF':F:\ JIS IR C' U·IC lllck [l\",1[\ 0'{; ---(~f-f"'1 R'r P\i'//1.: 7\/ __ _ '.)'-/ 1--j l)l I l 5208-B 508-6 3035404550556065703035404550556065701+002+003+004+005+006+007+008+008+50EXIST GRADE ABOVEPIPE CENTERLINESEE SHEET C-088+502" GS= 0.0503S= 0.0029S= 0.00781.5" GE4" WE6" SHD COUPLINGSTA: 2+60.00IE: 50.49HD COUPLINGSTA: 5+33.00IE: 47.34HD COUPLINGSTA: 5+86.54IE: 46.9345° BEND,ROTATED UPSTA: 7+73.53IE: 33.87S= 0.0442BOPSTA: 1+03.00IE: 43.422" OUTLETSTA: 1+14.8936458" RWGVSTA: 4+10.00711" W2" G1.5" ESDGEENCASEMENTCOC/TWCENCASEMENTAT&TENCASEMENTSDGEENCASEMENT34" UNKHD COUPLINGSTA: 4+58.83IE: 51.07S= 0.0035S= 0.069813RW1+002+003+004+005+006+007+008+006"S10"S10"S10"S10"S10"S10"S10"S10"S10"S18"SD18"SD18"SD18"SD18"SD18"SD18"S D8"S2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG12"W6"W30"SD10"W10"W10"W10"W10"W10"W10"W10"W10"W1-1/2"HPG5"WE E E EEEEEEEEEEEEEEEE1-1/2"HPGEEEWWWEEEE EE1-1/2"HPGE8"W8"S8"STTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTT8"S24"SD13RW1+002+003+004+005+006+007+008+008" RWSEGMENT 2CANNON ROADLOS ROBLESDRIVEEL ARBOLDRIVECARLSBAD BOULEVARD79'12'20'79'12'-9"19'-4"SDG&EFACILITY10'-2"BEGIN ALIGNEND CAP W/ THRUST BLOCKSTA 1+00.00N 1 993 606.36E 6 229 411.74STA 7+29.4345° BENDN 1 993 845.00E 6 229 994.16STA 7+73.5345° BEND ROTATEDN 1 993 826.79E 6 230 034.33715641112STA 7+00.00HD COUPLINGN 1 993 834.63E 6 229 966.62GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-07MATCHLINE STASEE SHEET C-088+50\ \\ \\ \ \ -\ -,. --. ' \ .5 7 / \ . --· D~ lJ?t"t-~ \ 0 I I I I I I Kennedy/Jenks Consultants Engineers & Scientists •11,cc ,.Ff-. llT 0:1,Jff VI!;". SJITF ; :·J '3.011 1:1-C.:!!, CA 'JC '' ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H '.'ill I 1:.-.,, '-<•Jl~ 1--:1.>. -l>~cR 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ FE= ,! 1 ~IU ,,. __ _ ,n. __ _ CA C C-07 I =;2T I C llY C l"1 l'il,lr'I 1' 't,, ) -12a I ,' \, , '-".,1 ----:1 U I _I Ill,' Ul·;I'_, •ii• IMPROVEMENT PLAN FOR: RW P&P CANNON RD STA 1+0b TO STA 8+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.C:TPTD DY: TF0:F:\ JIS IR C' U·IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"·: __ '.)"-/I----j l)l I l 5208-B 508-6 2025303540455055602025303540455055608+509+0010+0011+0012+0013+0014+0015+0016+00EXIST GRADE ABOVEPIPE CENTERLINESEE SHEET C-078+5084" SD18" SD4" E2" HPGE12" G12" W436" SDR/WR/WTT1" UNK2" W6" SAT&TENCASEMENTSDG&EENCASEMENT42" SSDG&EENCASEMENT3-1.5" ESDCWAENCASEMENT4" T3" ESTA: 12+44.01STA: 13+89.578" AWWAC900 DR14STA: 10+00.00STA: 10+31.36ABANDONED 30"STL CASING,FILLED W/ GROUT(BEYOND)S= 0.0020STEEL CASINGINSTALLED ANDABANDONED IN PLACE.DRILL HEAD ABANDONEDIN PLACE AT STA 13+19,EXTERIOR AND INTERIOROF CASING GROUTED;WELDED STEEL PLATEAT BEGINNING OF STA12+46, BACKFILLED ANDCOMPACTED AT JACKAND RECEIVING PITCLEANED ANDRESTORED AREASTA: 12+46.00STA: 13+19.00EXISTING42" STEELCASINGS= 0.0142S= 0.0035ELECTRICALCONDUITS30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD84"SD8"S8"S8"S8"S8"S18"SD24"SD24"SD24"SD24"SD24"SD24"SD2"HPG2"HPG2"HPG2"HPG2"HPG2"HPG3"HPG3"HPG3"HPG12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W24"SD15"SD30"SD30"SD24"S24"S24"SW12"W12"W10"W10"WW24"RW24"RW18"RWEEEEETT TTT12"S42"S42"S12"RWEEEEEE8"W8"W8"W8"W8"W8"S8"S8"S8"S8"S8"S8"S8"SWWEEEEEEEEEEEEEEE E EEEEEEE2"HPGW12"WWWWWWWW3"G3"G3"G3"GWWRW20"HPG20"HPG20"HPG20"HPG20"HPG20"HPG20"HPG54"W54"W54"W12"HPGEEEETTTTTTTTTTTTTTTT12"S12"S6"S6"S6"S6"S6"S24"SD9+0010+00WCANNON ROADNCTDRAILROADCROSSING8" RWSEGMENT 291'-2"102'73 LF OF TRENCHLESSINSTALLATION IN ACCORDANCEWITH NCTD STANDARDSSTA 9+98.2645° BENDN 1 993 904.08E 6 230 245.33STA 10+31.36CAP AND PLUGN 1 993 889.47E 6 230 275.04AVENDIAENCINAS6'x12' RECEIVING PIT,SEE NOTE 1 ONDRAWING C-0912'x36' JACKING PIT,SEE NOTE 1 ONDRAWING C-0941STA 9+35.33HD COUPLINGN 1 993 883.79E 6 230 185.77BEGIN 12" WREPLACEMENTN 1,993,920.79E 6,230,349.4745° BEND12" W REPLACEMENTN 1,993,975.39E 6,230,468.6945° BENDEND 12" WREPLACEMENTN 1,993,970.65E 6,230,481.43112" W REPLACEMENT145 LF OF AWWA C900 DR18REMOVE 12" W TOEXTENTS SHOWN142 LFRECONNECT 2 WATER SERVICESABANDONED 30" STLCASING, FILLED WITHGROUT, 12' COVER2" WATER SERVICEINSTALLED OFF OF12" WATER LINE9+0010+00WAlignment Curve TableCurve #1Radius3971.88Length158.57Tangent79.29BOC10+31.36EOC11+89.93GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-08MATCHLINE STASEE SHEET C-0708+50NOTES1. REFER TO DWGS C-09 AND C-10 FOR ADDITIONAL INFORMATION.2. REFER TO NCTD GENERAL NOTES ON DWG C-10 FOR WORKINGWITHIN NCTD RIGHT-OF-WAY.SEE ENLARGED PLAN ON C-09SEE ENLARGED PROFILE ON C-09.. : ......... ; ....... :.,. --+--.--: --c I _\ J ,. ,rr,. b ' . ,C -I-. I .0 ,....,, ... -, • I I I I ..____ -. -. I ' I ' 0 ' . -----\ I ·/ J I l r---I I ~ --== ~ ---r-1s~ ~ ... ro:-I / / 1'~ \ I Kennedy/Jenks Consultants Engineers & Scientists 'lie cc ,-,P. IIT 0:1,Jff VI'•:". SJITF ! :·J c;,,J.I r:1-,-_:/1, CA 'JC '' ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H 'NII I 1:.-.,, '-<•Jl~ H.> .. )c~,R 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! 1 ~IU ,,. __ _ ,n. ___ _ C-08 I 213T I C llY CI"' C j_ If-? I .:~: --l ,t,,,. ) -12a I U I _I Ill,' Ul·:I'_, •:1· IMPROVEMENT PLAN FOR: RW P&P CANNON RD STA 8+5d TO STA 15+19 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)\i I '1 l)l I l 5208-B 508-6 3035404550303540455012+0013+0014+0014+50140'-1" LF 30" O.D. STEEL CASINGMIN 35,000 PSI YIELD STRENGTH5'-6" MINSEE NOTE 530" STEEL CASING PIPE WITHMINIMUM THICKNESS OF 0.469"8" PVC CARRIER PIPEEXIST NCTD TRACK 1EXIST NCTD TRACK 2℄ RAILROADSTA: 13+27.02℄ RAILROADSTA: 13+11.67R/WR/WSEE NOTE 5SEE NOTE 5STA: 13+61.84STA: 12+61.84STA: 12+46.23BEGIN STEEL CASINGSTA: 13+86.35END STEEL CASINGRWGVSEE NOTE 7RWGVSEE NOTE 7EXIST GRADE ABOVEPIPE CENTERLINEJACKING PITRECEIVINGPIT2" HPG18" SDE12" HPG4" ES=0.0020TT2" PVC SCH 40 PIPE3-1.5" E1" UNK2" W42" SSDG&EENCASEMENTSDG&EENCASEMENTSDCWENCASEMENT18"SD18"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD8"S18"SD18"SD18"SD18"SD18"SD24"SD24"SD24"SD24"SD24"SD24"SD24"SD24"SD24"SD24"SD24"SD24"SD3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG3"HPG12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W30"SD24"S24"S24"S24"SWWWEEEEEEEE42"S42"S42"S42"S42"S42"SE8"W8"W8"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"SEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEE2"HPG2"HPG2"HPG2"HPG12"WWWWWWWWWWWWWWWWWWWW3"G3"G3"G12"HPG12"HPG12"HPG12"HPGEEEEE E EE EEEEEEEEEEETTTTTTTTTTTTTTTT TTTTTTT12"S12"S12"S12"S12+0013+0014+00TRACK 1TRACK 2CANNON ROADNCTDRAILROAD CROSSING8" RWSEGMENT 2140 LF OF TRENCHLESS INSTALLATION INACCORDANCE WITH NCTD STANDARDS12'x24' JACKING PITSEE NOTE 112'x12' RECEIVINGPIT SEE NOTE 1PROPOSED TUNNELEND STEEL CASINGSTA 13+86.35N 1 994 018.11E 6 230 605.79ROAD C/LNTCD R/WNTCD R/WSEE NOTE 8100'SEE NOTE 6SEE NOTE 8CAUTION!!!HIGH-PRESSURE GASSEE NOTE 10BEGIN STEEL CASINGSTA 12+46.23N 1 993 964.67E 6 230 476.27SEE NOTE 11SEE DWG C-8 FOR WATERLINERELOCATION INFORMATION12'x12' RECEIVING PITPOTENTIAL LOCATION 212'x12' RECEIVING PITPOTENTIAL LOCATION 1RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILENOTES:1. JACKING AND RECEIVING PITS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL BERESPONSIBLE FOR ACTUAL LOCATION AND DIMENSIONS OF JACKING AND RECEIVING PITS. SEESPECIFICATIONS SECTION 15125.2. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES AND CONFIRM THEIR DEPTHS PRIOR TOINSTALLATION OF JACKING & RECEIVING PITS AND CASING. CONTRACTOR SHALL SUBMIT INFORMATIONTO ENGINEER AND INFORM ENGINEER IF THERE ARE ANY INTERFERENCES.3. ABOVE GRADE PIPING, FOOTINGS FOR WALLS, AND OTHER ABOVE GRADE APPURTENANCES ANDUTILITIES MAY NOT BE SHOWN ON THESE PLANS. CONTRACTOR SHALL INFORM ENGINEER OF ANYINTERFERING ABOVE GRADE APPURTENANCES OR UTILITIES PRIOR TO INSTALLATION OF BORE PITSAND CASING.4. SHORING FOR JACKING AND RECEIVING PIT SHALL BE DESIGNED, SIGNED AND STAMPED BY A CIVIL ORSTRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. CONTRACTOR SHALL BERESPONSIBLE FOR ALL ON SITE SAFETY DURING CONSTRUCTION.5. EXTEND STEEL CASING A MINIMUM DISTANCE OF 30'-0" FEET FROM CENTERLINE OF THE OUTSIDETRACK AND LOCATE A MINIMUM OF 5'-6" FROM THE BASE OF THE RAILROAD RAIL TO THE TOP OF THECASING.6. COORDINATE SHUTDOWN OF EXISTING POTABLE WATER PIPELINE WITH CMWD AT LEAST TWO WEEKSPRIOR TO CONSTRUCTION. MAINTAIN EXISTING 12" ACP WATER IN SERVICE DURING CONSTRUCTION ATRECEIVING PIT OR PROVIDE TEMPORARY HIGH-LINE IF NECESSARY. IF 12" WATER IS HIGH-LINED,PERMANENTLY REINSTALL 12" PVC, PER DETAIL 3 ON DWG C-03, IN ORIGINAL LOCATION UPONCOMPLETION OF WORK. MAINTAIN WATER SERVICE DURING WATERLINE REPLACEMENT AT JACKING PIT.7. ACCESSIBLE EMERGENCY SHUT-OFF VALVES SHALL BE INSTALLED WITHIN EFFECTIVE DISTANCES ONEACH SIDE OF THE RAILROAD AND MARKED WITH SIGNS FOR IDENTIFICATION. PROVIDE RESTRAINEDFCAs ON BOTH SIDES OF GATE VALVE.8. CONTACT SDG&E TO REQUEST ELECTRICAL CONDUIT RELOCATION FOUR WEEKS PRIOR TOCONSTRUCTION AND UPON RECEIVING FAVORABLE REVIEW OF TRENCHLESS CROSSING PLAN PER THEREQUIREMENTS OF SECTION 15125.9. CAL/OSHA MINING AND TUNNEL CLASSIFICATION LETTER IS ATTACHED TO THE SPECIFICATIONS.10. PRIOR TO EXCAVATION ACTIVITIES, CONTACT GAS TRANSMISSION OF SDG&E. 12" HIGH-PRESSURE GAS(LINE 1026) MUST BE POTHOLED. STANDBY REQUIRED. NO MECHANICAL DIGGING. HAND EXCAVATIONONLY WITHIN 5'-0" OF 12" HPG.11. EXISTING BEAMS AND PLATES FROM PREVIOUS TRENCHLESS CROSSINGS ARE KNOWN TO HAVE BEENBURIED IN THIS AREA. VERIFY AND REMOVE AS NECESSARY TO COMPLETE WORK AS SHOWN.pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-0901"=10'1020101"=2'23HORIZ:VERT:01"=10'10201C-10NCTD SETTLEMENT MONITORING NOTES:1. TRACK ELEVATION MONITORING REQUIREMENTS:a. TRACK ELEVATION MONITORING SURVEY SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOROR SURVEYING FIRM LICENSED IN THE STATE OF CALIFORNIA.b. SURVEY SHALL BE PERFORMED AT DESIGNATED POINTS ON THE EXISTING RAIl.c. FIVE (5) SURVEY POINTS SHALL BE TAKEN AT BOTH MAIN TRACK 1 (MT-1) AND MAIN TRACK 2 (MT-2),A TOTAL OF TEN (10) SURVEY POINTS.d. SURVEY POINTS SHALL BE TAKEN ON POINTS ON THE MAIN TRACK RAIL.e. ONE (1) SURVEY POINT SHALL BE TAKEN AT CENTERLINE OF BOTH MT-1 AND MT-2, DIRECTLY ABOVETHE RECYCLED WATER PIPELINE AND STEEL CASING INSTALLATION LOCATION, AND FOUR (4) TAKENAT 10 FEET AND 25 FEET FROM EITHER SIDE OF THE CENTERLINE SURVEY POINTS.f. INITIAL TRACK ELEVATION MONITORING SURVEY SHALL BE PERFORMED PRIOR TO CONSTRUCTIONTO CREATE A BASELINE ELEVATION.g. SUBSEQUENT TRACK ELEVATION MONITORING SHALL BE PERFORMED WEEKLY THROUGHOUT THEDURATION OF CONSTRUCTION.h. POST CONSTRUCTION TRACK ELEVATION MONITORING SURVEYS SHALL BE PERFORMED AFTERCONSTRUCTION COMPLETION, ON THE DAY OF COMPLETION; TWO (2) WEEKS AFTER COMPLETION,AND FOUR (4) WEEK AFTER COMPLETION.2. SURVEY MONITORING DELIVERABLES TO NCTD:a. EXHIBIT INDICATING PROPOSED SURVEY POINTS FOR NCTD REVIEW AND APPROVAL, PROPOSEDMETHODOLOGY FOR MARKING THE SURVEY POINTS, AND COMPANY NAME AND LICENSEINFORMATION OF PROFESSIONAL SURVEYOR OR SURVEYING FIRM.b. PRE-CONSTRUCTION TRACK ELEVATION MONITORING DATA FOR NCTD REVIEW AND APPROVAl.c. WEEKLY TRACK ELEVATION MONITORING SURVEY DATA DURING CONSTRUCTION, TO BE ACCEPTEDBY NCTD.d. POST CONSTRUCTION TRACK ELEVATION MONITORING SURVEY DATA, AT COMPLETION OFCONSTRUCTION, TWO WEEKS LATER, AND TWO WEEKS LATER, TO BE ACCEPTED BY NCTD.e. ALL SURVEYS SHALL BE SIGNED AND STAMPED BY A LICENSED SURVEYOR.3. WORK PERFORMED WITHIN THE NCTD RIGHT-OF-WAY REQUIRES BOTH AN NCTD ISSUED PERMIT FORACCESS AUTHORIZATION AND RAILROAD FLAGGING PROTECTION. ADDITIONALLY, ALL PERSONNELENTERING THE NCTD RIGHT-OF-WAY ARE REQUIRED TO HAVE A CURRENT ROADWAY WORKERPROTECTION (RWP) TRAINING CERTIFICATION.4. ADDITIONAL MONITORING OR REQUIREMENTS MAY BE REQUIRED IF UNACCEPTABLE TRACK MOVEMENTSHOULD OCCUR.SEE C-08 FORCHANGES----------0 : : ....... -··-·=··-·-·F·-··-·=·· ...... ·~-=-=··=·· L.----------=----=----~-=-----=----_--_--____,-t--l-f-1c==-=--=-=====;~;=~'::;:'2~1-++-tt--t-rtt--~ <:=== __J = I I I I ~ ----1-------------------~ 1-1-1----_ =---_ -_ ---=-1 =-_____,._-/ -----------------/ ----------------------------n_ - -/-y1 ~[ I I I I I I I I I I I I -I I I J_l-~-------+1-1,-+-~ --O~-----t--11 --\-_I _Q --+ --~-,-- _ I --L__ ' ---- -1 ------------------------Kennedy/Jenks Consultants Engineers & Scientists 'llcS.c CP. IIT 0:IDff ·p)!;"_ SJITF ) :] SAN ~I CA 97·~~ ,:~1t,-ti /[-/.~:o::::, 'i/.fo\H 'NI I I Ii! '-1 ' '<,Jl~ l--!IC!)C~cR Q -F E = ,! _, _ -~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: C-09 2 CANNON ROAD SE NCTDRRT G PLAN AND PROFILE 1-----+--+---------------+------t--t----, RECYCLED WATER PHASE Ill Pl JIS IR C U-IC Ill ck l)l I l [l\",1[\ 0'{; --n.AF 'ITl,'.\.I r::A-F 1·.J Tli'-1 i:-f-r-'i R'r CTH:::R r=i:::F:C\i,\L LC'.-TPTIT.1 P\i\\f_: 7·"·: --5208-B 8" PVC CARRIER PIPESEE NOTE 1 AND 430" STEEL CASINGSEE NOTES 2, 3 AND 6CONTACT GROUTING SHALL BEUSED TO FILL ANY VOIDS CREATEDBY BORING, JACKING ORTUNNELING PER SECTION 15125CASING SPACERPER SPECIFICATIONSECTION 1512530" STEEL CASINGSEE NOTE 2, 3 AND 6END SEAL PER SPECIFICATIONSECTION 15125BANDING STRAPS PERSPECIFICATION SECTION 15125SECTIONCASING ELEVATION2'-0"TYP2'-0"TYP2'-0"TYP8'-0"TYP2" PVC SCH 40 PIPE FORFUTURE USE CAPPEDAT EACH END WITHIN12" OF CASING END2" PVC SCH 40 PIPE FOR FUTUREUSE CAPPED AT EACH ENDWITHIN 12" OF CASING ENDGROUT PLUGS PER SECTION 15125NOT INSTALLEDRECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021NOTES:1. RESTRAIN ALL JOINTS OF THE CARRIER PIPE WITHIN CASING.2. EXTEND STEEL CASING TO A MINIMUM DISTANCE OF 30'-0" FROM THE CENTERLINE OF THEOUTSIDE TRACK AND LOCATE 5'-6" FROM THE BASE OF THE RAILROAD RAIL TO THE TOP OFTHE CASING, AS SHOWN.3. CASING PIPE AND JOINTS SHALL BE LEAK-PROOF CONSTRUCTION, SUCH ASFULL-PENETRATION BUTT-WELDED OR INTERLOCKING JOINTS WHICH ARE CAPABLE OFWITHSTANDING RAILROAD LOADING.4. PLASTIC CARRIER PIPE WILL BE UTILIZED. ALLOWABLE PLASTIC CARRIER PIPE MATERIALINCLUDES THERMOPLASTIC AND THERMOSET PLASTIC PIPES.5. ACCESSIBLE EMERGENCY SHUT-OFF VALVES SHALL BE INSTALLED WITHIN EFFECTIVEDISTANCES ON EACH SIDE OF THE RAILROAD AND MARKED WITH SIGNS FOR IDENTIFICATION.6. STEEL CASING SHALL HAVE A MINIMUM YIELD STRENGTH OF 35,000 PSI WITH MINIMUM 0.469"THICKNESS. SEE SPECIFICATION SECTION 15125.pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-10-1JACK AND BORE CASING DETAILNOT TO SCALENCTD GENERAL NOTES1. IN CASE OF EMERGENCIES AND FOR TRACK AND TRAIN SAFETY CALL NORTH COUNTY TRANSIT DISTRICT (NCTD) 24/7OPERATIONS CONTROL CENTER AT (760) 966-6700.2. THE CONTRACTOR OR ENTITY BEING ISSUED AUTHORIZATION BY NCTD TO WORK IN THE RIGHT-OF-WAY (CONTRACTOR) SHALLCOMPLY WITH ALL APPLICABLE TERMS, CONDITIONS AND REQUIREMENTS OF NCTD'S POLICIES REGARDING NCTD'SRIGHT-OF-WAY (ROW) AND OTHER NCTD ORDINANCES, RULES AND REGULATIONS. THE CONTRACTOR SHALL COMPLY WITH ALLAPPLICABLE LAWS AND REGULATIONS OF THE FEDERAL, STATE, COUNTY, LOCAL GOVERNMENTS AND ALL ADMINISTRATIVEAGENCIES WHICH MAY HAVE JURISDICTION OVER THE CONTRACTOR'S WORK OR WORK AREA.3. ALL PERSONNEL ENTERING THE RAILROAD ROW SHALL COMPLY WITH NCTD SAFETY REQUIREMENTS. FAILURE TO COMPLYSHALL BE GROUNDS FOR TERMINATION OF WORK AND REVOCATION OF THE RIGHT TO ENTER NCTD'S ROW.4. NO WORK SHALL BE PERFORMED WITHIN THE RAILROAD ROW WITHOUT A ROE PERMIT (PERMIT) AND/OR ACCESSAUTHORIZATION (AA), AS APPLICABLE. SEE NCTD'S WEBSITE AT GONCTD.COM/WORKING-AROUND-THE-RAILS (ORGONCTD.COM/ROW) FOR INFORMATION ON ACCESSING AND WORKING ON THE RIGHT-OF-WAY.5. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE PERMIT, THE AA, PROJECT PLANS ANDSPECIFICATIONS, AND THE JOB SITE RAILROAD FLAGMAN/EMPLOYEE-IN-CHARGE (EIC). FAILURE TO COMPLY MAY RESULT INWORK STOPPAGE OR REMOVAL FROM NCTD PROPERTY.6. PRIOR TO ENTERING ONTO THE ROW AND AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL WORKING IN OR AROUND THEROW, INCLUDING SUBCONTRACTORS (JACK AND BORE CONTRACTOR) AND THIRD PARTIES, MUST COMPLETE NCTD ROADWAYWORKER PROTECTION (RWP) TRAINING COURSE. RWP TRAINING IS PROVIDED BY NCTD'S RAIL CONTRACTOR, BOMBARDIER.CONTACT INFORMATION IS SUBJECT TO CHANGE - PLEASE SEE NCTD'S WEBSITE AT GONCTD.COM/ROW FOR CURRENTCONTACT INFORMATION.7. ALL PERSONS ENTERING THE RAILROAD ROW SHALL HAVE THE RWP STICKER AFFIXED TO THEIR HARD HAT AND RWP BADGE INTHEIR POSSESSION.8. NCTD RAILROAD FLAG PROTECTION (FLAGGING) IS REQUIRED FOR WORKING IN THE ROW. ONLY AN NCTD AUTHORIZEDRAILROAD FLAGMAN (RAILROAD FLAGMAN/EIC) IS PERMITTED TO PERFORM RAILROAD FLAGGING OPERATIONS WITHIN THERAILROAD RIGHT-OF-WAY. NO MEN OR EQUIPMENT SHALL BE ACTIVELY WORKING, PARKED OR STATIONARY WITHIN THE ROWWITHOUT PRIOR APPROVAL FROM THE RAILROAD FLAGMAN/EIC).9. THE RAILROAD FLAGMAN/EIC HAS SOLE RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTURE AND OPERATIONS. ATALL TIMES THE CONTRACTOR SHALL FOLLOW THE RAILROAD FLAGMAN/EIC'S DIRECTION.10. FLAGGING IS PROVIDED BY NCTD'S RIAL CONTRACTOR, BOMBARDIER. CONTACT INFORMATION IS SUBJECT TO CHANGE - SEENCTD'S WEBSITE AT GONCTD.COM/ROW FOR CURRENT CONTACT INFORMATION. CONTRACTOR IS RESPONSIBLE FORREQUESTING RAILROAD FLAGMAN SERVICES WITH ADEQUATE NOTICE TO MEET CONTRACTOR'S CONSTRUCTION SCHEDULE.11. NCTD UTILITIES WITHIN THE NCTD ROW ARE NOT PART OF DIG ALERT/ CALL BEFORE YOU DIG (811). NCTD RAILROAD UTILITIESMUST BE MARKED OUT BY NCTD'S RAIL CONTRACTOR, BOMBARDIER. CONTRACTOR MUST REQUEST NCTD MARK OUT FROMBOMBARDIER A MINIMUM OF SEVEN (7) WORKING DAYS BEFORE ANY EXCAVATIONS OR ANY GRADE-LEVEL PENETRATION CANOCCUR. CONTACT INFORMATION IS SUBJECT TO CHANGE - PLEASE SEE NCTD'S WEBSITE AT GONCTD.COM/ROW FOR CURRENTCONTACT INFORMATION.12. CONTRACTOR MUST CONTACT DIG ALERT/CALL BEFORE YOU DIG (811) BEFORE ANY EXCAVATIONS OR GRADE LEVELPENETRATION CAN OCCUR.13. THE CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RWP TRAINING, FLAGGING, MARK OUT INSPECTIONS, ANDREVIEWS, AS REQUIRED BY NCTD POLICY, THE PERMIT AND/OR AA.14. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT OPERATOR TO HAVE RADIOCOMMUNICATIONS WITH THEIR FOREMAN AND RAILROAD FLAGMAN/EIC AS ESTABLISHED AND REQUIRED PER NCTD RWPTRAINING.15. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON-SITE. WORK WILL BE TERMINATED BY NCTDSHOULD NO STAMPED PLANS BE ON-SITE.16. IF APPLICABLE, ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO METROPOLITAN TRANSITSYSTEM (MTS) REQUIREMENTS.17. THE MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE IN ANY DIRECTION, AT ANY SPEED, ATANY TIME, AND MAY STOP AND OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIODOF TIME.18. THE CONTRACTOR SHALL CONTACT NCTD 72-HOURS IN ADVANCE FOR ANY INSPECTIONS REQUIRED IN THE PERMIT AND/ORACCESS AUTHORIZATION, AS APPLICABLE.19. UPON PROJECT COMPLETION THE NCTD ROW SHALL BE LEFT IN AS GOOD IF NOT BETTER CONDITION AS PRIOR TO THE STARTOF THE PROJECT. THE CONTRACTOR SHALL RESTORE ALL DISTURBED OR DAMAGED AREA AND FACILITIES AS APPROVED BYNCTD A THE CONTRACTOR'S EXPENSE.20. NCTD PROPERTY SHALL NOT BE USED FOR STORAGE OR DISPOSAL OF SPOILS.21. THE CONTRACTOR, AT HIS SOLE COST, SHALL BE SOLELY RESPONSIBLE FOR THE NECESSARY PHYSICAL SECURITY OF HISPERSONNEL, AGENTS, SUPPLIERS, FACILITIES, MATERIALS, EQUIPMENT, AND OF THE WORK SITE.22. CONTRACTOR TO CONTACT BOMBARDIER PRIOR TO START OF WORK TO SCHEDULE RAIL INSPECTIONS ON THE DAY ANYWORK TAKES PLACE ON THE TRACKS.23. THE CONTRACTOR SHALL MAINTAIN IN EFFECT STANDARD NCTD INSURANCE MINIMUMS:CGL - $2M/$4MAUTO - $2MWORKER'S COMP - STATUTORYEMPLOYER'S LIABILITY - $1MRPL: $3M/$6M24. NAME NCTD AS ADDITIONAL INSURED, AS FOLLOWS: NORTH COUNTY TRANSIT DISTRICT, AMTRAK, METROLINK, BNSF, PACIFICSUN (WATCO), BOMBARDIER TRANSPORTATION HOLDINGS, USA, INC.; AND THEIR RESPECTIVE DIRECTORS, OFFICERS,EMPLOYEES, CONTRACTORS AND GENTS.CERTIFICATE HOLDER IS:ATTN: REAL ESTATE DEPARTMENTNORTH COUNTY TRANSIT DISTRICT810 MISSION AVE" .. . . . -.. ::· '. ,, " / E>( ' " / " • -, ~ \ ----------"" -_ ___,,1.._ - -l'----f I I ----,--1-- -~ - -" I I -,--,----;::::======== = ~= d ~----------1---------JIii'""'* --+-+--1 I ~----------1----,--'"1---------r-i----it ( ~ 8 ,,. __ _ fs: =-\ii l \V=-U tj Y: CA C C-10 08/06/21 SBK RECORD ORA WINGS 1----+---+----------------+---t---+-------t U I _I Ill,' Lll";I'_, 1:1, 1 =H1~5ET I c 11 y c 17' c Ll, Ir{ 1 :~: ~ L\ ) .----------r-------------,:----,,-----:::-----------tl-1-~--=~--=~-t:~_ -=~--=;+-=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~-1:~_ -=~--=~-r~~--=~--=T, -=~--=~--=~--=~--=7• IMPROVEMENT PLAN FOR: Kennedy/Jenks Consultants sEiiiN[ i8tf ~~~AiiAo Engineers & Scientists 1---+--f---------------+----+--t---------i RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 'llcS,c CP\IIT 0:IDff "JC:11;", SJITF -:") s,,J.I cl CA 'JC '' ,'.:~1t,-ti /[-, _::O::::, 'i/.fo\H 'NI I I I!, ',I ' 1<,Jl~ i',\lc\lc~cR Q ' n.>F 'ITl>I CTH:::R r=i:::F:C\i,\L !cDTPTD DY: TF':F:Y :i"il--, JIS IR C li',IC Ill ck D\'\11' O\": ---i:~f-11 R·r P\i'//1_: 1·-, __ _ l)l I l D<A\i\/l\J:; -12 5208-B 508-6 5101520253035404551015202530354045-1+000+001+002+003+004+005+006+007+00EXIST GRADE ABOVEPIPE CENTERLINE24" SD24" SD8" W14" W6" WSS12" SSEE SHEET C-127+0034" EEEHD COUPLINGSTA: 5+87.57IE: 19.34HD COUPLINGSTA: 6+51.75IE: 21.49S= 0.0043S= 0.0335S= 0.0043BOPSTA: -0+78.18IE: 15.472" OUTLETSTA: -0+77.1832" OUTLETSTA: 4+52.99344611T36" SD34" G34" T1.5" TTWCENCASEMENTTWCENCASEMENTTWCENCASEMENTHD COUPLINGSTA: 1+00.00IE: 17.266" W18" SDDEPTH UNKNOWN.CONTRACTOR TO VERIFYDEPTH UNKNOWN.CONTRACTOR TOVERIFY12" MIN CLEARBO @ STA -0+73BO @ STA 1+064AVAR @ STA 5+27BO @ STA 5+5812"S 12"S12"S12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W18"SD8"S8"S 10"W10"W10"W 18"SD12"W12"W12"W12"WWWWWW14"W14"W14"W12"S12"S12"S12"S12"S12"S12"S12"S12"S12"S12"SSS S WSS30"SD30"SD30"SD18"SD3"G3"G 4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G2"G2"G3/4"G21"SDEEEEEEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTRWRW2333-0+780+001+002+003+004+005+006+007+00RWRW2333-0+780+001+002+003+004+005+006+007+00KELLY ELEMENTARYSCHOOLPARK DRIVEHILLSIDEDRIVE6" RWSEGMENT 5-1ALIGNMENT AKELLY DRIVE84'15'-9"18'-1"BEGIN ALIGNEND CAP W/ THRUST BLOCKSTA -0+78.18N 1 998 711.81E 6 236 957.09STA 5+69.2645° BENDN 1 999 340.57E 6 236 821.43STA 6+34.0345° BENDN 1 999 405.18E 6 236 817.02STA 6+53.0245° BENDN 1 999 419.49E 6 236 829.51STA 5+48.0111.25° BENDN 1 999 326.39E 6 236 837.19STA 5+48.9122.5° BENDN 1 999 327.14E 6 236 836.7133'-9"14684'11111STA 1+00.00HD COUPLINGN 1 998 886.37E 6 236 921.38BO INSTALLEDSTA 5+584BO INSTALLEDSTA 1+064GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-11MATCHLINE STASEE SHEET C-127+00~ I / .... .... .... .... 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'-J U I _I Ille' Ul·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P, KELLY DR ALGN A -STA -0+90 TO STA 7+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.CTP [[I DY: TF -:F:\ JIS IR C' [i\'\I[' OY: i:~f--,T1 R'r p ., .. :':,, i -U·IC lllck '.)\i I '1 l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 1015202530354045501015202530354045507+008+009+0010+0011+0012+0013+0014+0015+0015+50EXIST GRADE ABOVEPIPE CENTERLINE1" GSSSSSSSSSSSSS1" W1" W1" W1" WWW1" W1" W1" W1" W1" WWW1" G1" G1" GSEE SHEET C-117+00SEE SHEET C-1315+501" G1" GEES= 0.010946" RW GVSTA: 10+50.005734" T34" T34" T34" T2" G3/4" TTWCENCASEMENT2" ETWC/AT&TENCASEMENT2" E1.5" TTWCENCASEMENT2" ETWCENCASEMENT34" T2" E2" T2" ETHD COUPLINGSTA: 7+09.72IE: 21.74HD COUPLINGSTA: 8+80.16IE: 23.60HD COUPLINGSTA: 10+45.00IE: 27.29HD COUPLINGSTA: 11+92.02IE: 29.69HD COUPLINGSTA: 13+07.13IE: 31.24HD COUPLINGSTA: 13+87.10IE: 31.64HD COUPLINGSTA: 14+19.71IE: 33.02HD COUPLINGSTA: 14+65.00IE: 33.25S= 0.0109S= 0.0070S= 0.0245S= 0.0050S= 0.0170S= 0.0050HD COUPLINGSTA: 10+88.90IE: 27.51HD COUPLINGSTA: 10+97.41IE: 28.26S= 0.0050S= 0.0151S= 0.0887S= 0.0050S= 0.022446SHD COUPLINGSTA: 14+02.25IE: 32.73S= 0.0716HD COUPLINGSTA: 12+62.74IE: 30.16S= 0.0050HD COUPLINGSTA: 12+48.83IE: 30.09BO @ STA 12+46BO @ STA 10+53MAR @ STA 10+4712"S12"S12"S12"S12"S12"S12"S12"S12"S12"SSS12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WWWSWSWWSWSWSWSSW S WWSS WWSS WWSS WWS WS WWSSS WWS 12"W12"W12"WWWWWW12"S12"SSS SS S4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G3/4"G3/4"G3/4"G3/4"G3/4"GEEEE3/4"GEEEEEEEEEEEEE3/4"GTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTS 7+008+009+0010+0011+0012+0013+0014+0015+006" RWSEGMENT 5-1ALIGNMENT AKELLY DRIVE14'-6"19'-11"84'84'12'-3"22'-2"STA 6+53.0245° BENDN 1 999 419.49E 6 236 829.51STA 12+48.83HD COUPLINGN 2 000 005.83E 6 236 911.072547647+008+009+0010+0011+0012+0013+0014+0015+00Alignment Curve TableCurve #2Radius1512.25Length519.35Tangent262.26BOC6+72.67EOC11+92.02GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-12MATCHLINE STASEE SHEET C-117+00MATCHLINE STASEE SHEET C-1315+50. . ·····t········ ........ , ...... . . ..... , .. , ... , . ,.,, .. , . . .... , ...... . . . . . . -----r········ ---------,------. . . 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'······· , ........ , ... . . ...... 1 ......... , .. . .... ·=··· ......... , ........ , ........ , .. . ······· 1········S··· ......•........•....... ...... , ........ , .. . . ...... , ........ , .. . . ..................... . ................. . .... , ........ , ... . ...... •........•... .... ...... , ........ , .. . . ...... , ........ , .. . . ...... , ........ , .. . . ...... , ......... , .. . ....... , ........ , .. . . .......................... . . ...... 1············ ......... . ...... •········S··· ......... . . .......................... . I I 08/06/21 SBK Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi! IIT '!l1Jff Viii". SJITF :i.0J.i 1:1-C:i!, CA 'JC 'i/.F,\H '.'ill I [i••-'-<,Jl~ H.> .. [C~cR RECORD ORA WINGS n.AF 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! ~IU ,,. ___ _ C-12 I =;~7T I n llY CI"' C j. If-? I ···1 7 _,L\ ) -12a I I --,_ ;' ! '-J U I _I Ill,' l)[·;['_, 'ii• IMPROVEMENT PLAN FOR: RW P&P KELLY DR ALGN A -STA t+oo TO STA 15+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.CTP [[I DY: TF -!F!\ JIS IR C' U·IC lllck [i\'\I[' OY: i:~f--,T1 R'r p ·ii;,; • ' '.)\i I "1 l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 20253035404550556020253035404550556015+5016+0017+0018+0019+0020+0021+0021+00EXIST GRADEABOVE PIPECENTERLINE1" W1" W6" W1" W1" W12" W12" WSSSSSSS1" G4" G1" G12" SSEE SHEET C-1215+50S36" W1.5" W12" W2" EES= 0.010945° VERT BENDSTA: 20+45IE: 36.3345° VERT BENDIE: 42.52S= 0.0050654EOPSTA: 20+55.70IE: 42.55S= 1.00976" RWGVSTA: 20+54.707MECHANICALLYRESTRAINALL JOINTSSTA: 19+80.00STA: 20+58.19TT34" TMECHANICALLYRESTRAINALL JOINTSSTA: 16+62.00STA: 16+82.00TWCENCASEMENT34" T2" ETWCENCASEMENT2" T2.5" E2.5" E4" E16" UNK6" W2" E10" UNKTWCENCASEMENTSDGEENCASEMENTHD COUPLINGSTA: 17+35.00IE: 36.20HD COUPLINGSTA: 18+55.00IE: 39.50HD COUPLINGSTA: 19+72.90IE: 41.6345° VERT BENDSTA: 20+04.00IE: 41.7845° VERT BENDSTA: 20+09.69IE: 36.15S= 0.0050S= 0.0181S= 0.0050S= 0.0275S= 0.9901 AVAR @ STA 19+40MAR @ STA 20+4512"S12"S12"S12"S12"S12"S12"S12"SS12"W12"W12"W12"W12"W12"WSS WWS SWWS WSWSWS WSWS WWWSW12"W20"W20"W20"W10"F10"F10"F10"F12"S36"SD36"SD36"SD4"G4"G4"G12"W12"W12"W12"W8"S8"SW W 16"F16"F3/4"G4"G4"G4"G4"G4"G4"G4"G 3/4"G12"RW12"RW12"RW12"RWEEEEEEEEEEEEEEWWWWWWWWWWSSWTTTTTTTTTTTTTTTTTTTTT16+0017+0018+0019+0020+0020+5616+0017+0018+0019+0020+0020+566" RWSEGMENT 5-1ALIGNMENT AKELLY DRIVEEL CAMINO REAL42'28'-1"84'STA 16+01.2745° BENDN 2 000 338.86E 6 237 026.43STA 16+72.3545° BENDMECHANICALLYRESTRAINEDN 2 000 369.91E 6 237 090.37END ALIGN ASTA 20+55.70N 2 000 705.97E 6 237 260.31371112122" BO INSTALLEDSTA 20+354AVAR INSTALLEDSTA 19+406MAR INSTALLEDSTA 20+455Alignment Curve TableCurve #RadiusLength TangentBOC EOC3 144.00 56.62 28.68 18+97.38 19+54GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-13MATCHLINE STASEE SHEET C-1215+502C-04SHEET LEGEND1-1/2" COLD MILL AND OVERLAYARHM-GG-C APPRO. 8,690 SQ FTPAVING NOTES1. PAVEMENT ON EL CAMINO REAL CONTAINS GLASGRID ANDGLASPAVE. COLD MILLING DEEPER THAN INDICATED WILL DAMAGEGLASGRID AND GLASPAVE, REQUIRING REPAIR AT THECONTRACTOR'S EXPENSE.2. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.3. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.. . : . . . . I ....... , ..... 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' ..... , ....... . ..... -'········ 1······ '········ I··· '······ , ···· ·;········ • . ..........•..... ' ...... ,........ . .... , ........ , ..... ' ........... , ..... ,...... . .... ,........ . ..... ,........ . .... , ........ I····· ' ........... , ..... '······ I ··········· • • • • • • • • • • • • • • • • • • • • • I • •······'····························•·······l·······,··········,·········•·······•················•·-t·····•······'I··········· j: ...... :........... •......... : ........ :........... •......... : ........ j... •......... : ........ ,...............,..1...................................................... II I ,............. • ' .• 11· • ' •• I ....... ,..... ' ...... ,........ . .... ,........ . ... t·······:········ t··· ,...... . ........... ,..... ' ...... ,........ . .... , ....... . .. ,. ;, ...... : ...... ; ..... . • • Q __ ....,.----a-__ • • , .• 0,., ., .. , .• C) a . . , . ;,., ., .. : .. C) 0 z -1 . ' ~ I n I, r. a z • ..... ·:········ ,..... ' ............ ,..... ,...... . ..... ,........ . .... , ....... . . .... ·:········ t····· ' ............ ,..... ,..... . ..... , ....... . . ., ., ;,., ., --:· . • • , • 0,., ., .. : .• • ., • 0,., ., .. : .• • I \ ) I .......___ 8 i_--~ --='*===~C) ASPH a I ~ I I Kennedy/Jenks Consultants Engineers & Scientists •l1ccc <,Fi: IIT 0:1,Jff Vii:". SJITF i :·J '3.011 r:I-,·.::1, CA 'JC '' ,'.3::::ii::'.,-b /[-, 11~, 'i/.F .\H 'NI I I I::.• ' '-<•Jl~ H.>. l>.~,R 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ r----7 L ____ _J 0 F)EC ,! 1 ~IU ,,. __ _ ' I 218T I C llY CI"' U I _I Ill:• IMPROVEMENT PLAN FOR: C-13 C j, Ir? I . :~: -l ./\,, ) -12a I Ul·;I'., 'ii• RW P&P KELLY DR ALGN A -STA 1t+50 TO STA 20+58 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TP [[I DY: TF •if:\ '.)\i I "1 JIS IR C' U•.IC lllck l)l I l [i\'\I[\ OY: ---n.AF 'ITl,'.\.I r::A-F I-JTli'-1 i:-f--,T1 R'r CTH:::R r=i:::F:C\i,\L .c.c:-:r-PTIT.I p \i\\f_: ->, ---5208-B 508-6 2052102152202252302352402002052102152202252302352408+009+009+502152202252302352402452502152202252302352402452507+008+002502552602652702752802852902552602652702752802852901+002+003+004+005+002302352402452502552602652302352402452502552602655+006+007+00EXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE8" W2" G15" SDSEE SHEET C-159+50EHD COUPLINGSTA: 2+06.96IE: 272.52HD COUPLINGSTA: 3+39.00IE: 263.46HD COUPLINGSTA: 4+50.00IE: 257.40S= 0.0068S= 0.0584S= 0.0666S= 0.0906S= 0.0831S= 0.0775S= 0.0775HD COUPLINGSTA: 6+00.00IE: 245.78HD COUPLINGSTA: 6+78.08IE: 238.70HD COUPLINGSTA: 8+75.68IE: 218.67HD COUPLINGSTA: 9+18.00IE: 215.166" RWGVSTA: 1+01.006456" RWGVSTA: 7+40.007BOPSTA: 1+00.00IE: 273.2557THD COUPLINGSTA: 3+60.52IE: 263.35HD COUPLINGSTA: 3+19.00IE: 264.63HD COUPLINGSTA: 2+99.94IE: 267.091" ES= 0.0585S= 0.1289S= 0.0050HD COUPLINGSTA: 6+13.19IE: 244.58HD COUPLINGSTA: 6+22.00IE: 243.16HD COUPLINGSTA: 6+42.00IE: 241.35HD COUPLINGSTA: 6+50.84IE: 241.17S= 0.0907S= 0.0205S= 0.0905S= 0.1614S= 0.1013HD COUPLINGSTA: 9+40.75IE: 210.30S= 0.2135 1" E1" ETTMAR @ STA 1+40MAR @ STA 7+43BO @ STA 7+37AVAR @STA 9+04HD COUPLINGSTA: 8+95.00IE: 217.078"W 8"W 8"W 8"W 8"W8"S3"G3"G3"G3"G3"G3"G3"G3"G1/2"G 2"G 2"G1/2"GE EEE E EEEEEEEEET T T TTTTTTTT1+002+003+004+005+001+002+003+004+005+00TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT BTAMARACKAVENUE6" RWSEGMENT 5-1ALIGNMENT C(SHEET C-22)84'12'3'-8"HIGH RI D G E AVEN U E 6" RWSEGMENT 5-1ALIGNMENT C(SHEET C-23)4BEGIN ALIGN B6"x6"x6" TEESTA 1+00.00 =STA 12+34.84SEG 5-1, ALIGN CN 2 001 571.84E 6 234 643.83715STA 1+56.81HD COUPLINGN 2 001 568.32E 6 234 700.533"G3"G3"G3"G3"G3"G3"GEEEEEEEETTTTTTTT5+006+007+008+009+005+006+007+008+009+00TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT B84'12'-1"3'-11"457456Alignment Curve TableCurve #45Radius613.69585.25Length521.27533.65Tangent277.52286.99BOC1+56.818+89.05EOC6+78.0814+22.71GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-14MATCHLINE STASEE RIGHT5+00MATCHLINE STASEE LEFT5+00MATCHLINE STASEE SHEET C-159+50PLAN2001"=40'4060PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.INSTALLED EVERY 20'INSTALLED EVERY 20'HDC INSTALLED=--=-~ .. ' i 'J \ I I I I \ I \ I \ \ \ \ D BR , I / 1:;:; -----j_ ----------,,•······•········• • •"-• •1 I +• + +• • •\• I •• •11■0 ·"' ~ \ .........•..........•.........•.......... ·.........•..........•... 1 ..... ··········•·········•·········•···················•·········•·········•··········"-""1I•·········•·········•·········•·········•·········•·········•·········•·········•··· 1······•·········•··········•·········•····· •···•·········•·········•······· • I·•········· " tn 1 ......... •. ·• ·•· •· . ·•·• . •+• ·• •· · • : • · •+ • · ·• : •· · • • •'-~·• •········•··········•··· I •"':c···•·········•········I•·········• \········•·········•·········•···················•·········•······· I···········•·········•·········•···················•·········•·········•················+··•·········•···················•·········•·········•··················•·········•···· 1··············•·········•·········•·········•·········•·········•·········•·········•··· 1·····•·········•·········•·····~··· · w W~-~-~-~--l---~-~-~--+--~W-~-~-+:::~.._,..--H~--2:,_~+--H~------"---+~---~-----"~-+-------------t~---~---HH-~--~~ :::c: CJ Y.•·········•·········•·········•·· •······•·········•····· I•··•·········•·········• •·········•·········•·········•·········•····+····•·········•·········•·········•·········•·········•·········•·········•·········•··· I •·····•··········•··········•·······•·•·········•·········•· • 1·······•·········•···· • I~ I••······•·········•·········•·········•·········•··········•·········•·········•······· I •·······•·········•·········•·········• •·······•·········•······ 1•········•··· •···•········ • •······•····· + • •·········•·········•·········•"'-~···•·········•·········•···· +···•·········•·········•·········•·········•·········•···················•·········•·· I··············•·········•·········•···················•·········•·········•·········•· I······•·········•·········•·········•·········•·········•·········•········•·········• 1·······•·········•·········•·········•·········•·········•·········•·········•········· 1········•·········•·········•········ I :ii: I I I CJ:y \ ----ASP c::, /q-Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,Fi; IIT 0:lrJff Vii;". SJITF ; •-J c;.,11 r;1-,-_:i1, CA 'JC '' ,'.:~1t,-b /[-,,~:o::::, 'i/.F,\H 'NII I Ii•'-'' '-<•Jl~ 1--!1.>. l>.~,R 08/06/21 SBK RECORD DRAWINGS 7 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 F)EC '1 1 ~IU ,,. __ _ ' CA C C-14 I 219T I C llY C l"1 l'il,lr'I 1' '~ ) -12a I ,' \, , '-".,1 ----:1 U I _I Ill,' Ul·;I'_, 1/I· IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN 8-StA 1+00 TO STA 9+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTPTD DY: TF':F:\ JIS IR C' U-IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)"-/I----j l)l I l 5208-B 508-6 1001051101151201251301359510010511011512012513013518+0019+0019+5014014515015516016517017514014515015516016517017514+0015+0016+001801851901952002052102152201851901952002052102152209+5010+0011+0012+0016016517017518018519019516016517017518018519019512+0013+0014+0011512012513013514014515011512012513013514014515016+0017+0018+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINE18" SD8" S8" W15" SD18" SD8" S4" WSEE SHEET C-149+50SEE SHEET C-1619+50S= 0.1057S= 0.1128HD COUPLINGSTA: 14+17.36IE: 159.9411.25° VERT BENDSTA: 14+52.46IE: 153.70HD COUPLINGSTA: 15+00.00IE: 151.02HD COUPLINGSTA: 15+09.06IE: 149.70S= 0.1057S= 0.1032HD COUPLINGSTA: 16+70.00IE: 133.09S= 0.0889S= 0.097446"x6"x6" TEESTA: 17+84.48IE: 121.297776"x6"x6" TEESTA: 18+26.45IE: 115.2122.5° VERT BENDSTA: 14+57.47IE: 151.60HD COUPLINGSTA: 14+47.56IE: 154.70HD COUPLINGSTA: 18+59.05IE: 113.796" RWGVSTA: 18+27.7354711T3" G3" E1" WE10" WHD COUPLINGSTA: 12+55.00IE: 176.11HD COUPLINGSTA: 12+45.00IE: 177.17HD COUPLINGSTA: 12+69.01IE: 175.61HD COUPLINGSTA: 12+31.20IE: 179.61S= 0.0355S= 0.1057S= 0.1 7 6 9 S= 0.1057HD COUPLINGSTA: 17+38.00IE: 125.42S= 0.103245° VERT BENDSTA: 17+88.70IE: 120.9145° VERT BENDSTA: 17+93.53IE: 115.13HD COUPLINGSTA: 18+08.00IE: 113.84S= 1.1968 S= 0.0188S= 0.0893HD COUPLINGSTA: 14+95.00IE: 151.40S= 0.0053S= 0.2043S= 0.0752S= 0.14596" RWGVSTA: 17+83.486" RWGVSTA: 17+85.486" RWGVSTA: 12+80.976AT&TENCASE11S= 0.4197 S= 0.1 7 3 3 S= 0.08896" WMECHANICALLYRESTRAIN ALL JOINTSSTA: 17+40STA: 18+70AWWA C900 DR14BO STA 12+71MAR STA 12+83AVAR STA 18+29BO STA 18+0822.5° VERT BENDSTA: 18+16.00IE: 115.6714"W14"W24"SD24"SD4"W 4"W 4"W 4"W24"SD 10"W8"S 8"S8"S 8"S 18"SD18"SD8"S8"S8"S12"W12"W12"W12"W24"SD24"SD10"W 10"W2"G 3"G3"G3"G3"G3"G3"G3"G2"G 2"G 2"G EEEEEEEEE E E E E ET T TTTTTTTTT T T8"S8"S15+0016+0017+0018+0019+0015+0016+0017+0018+0019+006" RWSEGMENT 5-1ALIGNMENT BBIRCHWOODCIRCLEPALISADESDRIVETAMARACKAVENUE9'-2"7'-2"84'11'5'-2"84'9'-11"5'-7"MEGA LUG INSTALLED6" RW SEGMENT 5-1ALIGNMENT D (SHEET C-26)6" RW SEGMENT 5-1ALIGNMENT E (SHEET C-27)STA 18+39.97MEGA LUG INSTALLED22.5° BENDN 2 000 962.73E 6 236 075.60STA 17+69.61MEGA LUG INSTALLED22.5° BENDN 2 000 928.61E 6 236 014.07STA 17+57.23MEGA LUG INSTALLED22.5° BENDN 2 000 918.92E 6 236 006.366766" PW CARLSBAD PALISADESALIGNMENT E (SHEET C-62)10'-6"6"x6"x6" TEEMEGA LUG INSTALLEDSTA 17+84.48 =STA 1+00SEG 5-1, ALIGN EN 2 000 935.82E 6 236 027.0746116"x6"x6" TEEMEGA LUG INSTALLEDSTA 18+26.45 =STA 9+01.68SEG 5-1, ALIGN DN 2 000 956.18E 6 236 063.7717STA 18+53.03MEGA LUG INSTALLED22.5° BENDN 2 000 964.21E 6 236 088.58111149'-10"50'-9"8"S 8"S 18"SD 8"W 8"W 18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD8"S8"S12"W12"W18"SD3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G2"G 2"G EEEEEEEEEEEEEE TTTTTTTTTTTTTT9+0010+0011+0012+0013+0014+0015+0016+009+0010+0011+0012+0013+0014+0015+0016+00TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT BE. POINTEAVENUETAMARACKAVENUE84'-2"12'3'-8"9'-2"7'-2"84'11'5'-2"STA 14+26.93MEGA LUG INSTALLED22.5° BENDN 2 000 854.23E 6 235 687.56STA 14+50.00MEGA LUG INSTALLED22.5° BENDN 2 000 861.03E 6 235 709.6055667645111149'-10"STA 14+06.93MECHANICAL RESTRAINTS STARTSTA 14+70.00MECHANICAL RESTRAINTS ENDAlignment Curve TableCurve # RadiusLength TangentBOC EOC567585.25438.30584.74533.65197.9799.48286.99100.7049.868+89.0514+59.7816+57.7514+22.7116+57.7517+57.23GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-15PLAN2001"=40'4060MATCHLINE STASEE RIGHT15+50MATCHLINE STASEE LEFT15+50MATCHLINE STASEE SHEET C-1619+50SHEET LEGEND1.5" COLD MILL AND OVERLAY(SEE C-26 & C-27)PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.MATCHLINE STA 9+50SEE SHEET C-14INSTALLED EVERY 20'INSTALLED EVERY 10'HDC INSTALLEDCON 0 0 0 ~/} '~/ \ \ o, I Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi•, IIT 0:1,Jff VI'•:". SJITF :i,0J.i r:1-,·,:11, CA 'JC '' 'i/.F,\H 'NII I Ii,,,,, '<',Jli H.>. l>.i,R ···· ·· •... ·Ilk· .... , ........ , ··· ··I,: ·· .. ,. ·· · ··!·· ···· ·i·······Y· ·· .. ,. ·· ····:·········i ···· ·· , ... ·· ··1 •···ll11r.: .. : +··\: :/1 .. : ... , .. , .. , .. 1 CONG 08/06/21 SBK \ \ RECORD ORA WINGS CD n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 \ □ F)EC ,! ~IU ,,. ___ _ C-15 I 220T I C llY CI"' C j, Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I Ill,' Lll':I '_, 'ii• IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN B -Sf A 9+50 TO STA 19+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'1,I[' OY: i:~f--,T1 R'r P •i\/;1: ; · '.)\i I ---j l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 65707580859095100606570758085909510021+0022+0023+0024+0025+0026+0027+0028+0029+508085909510010511011512085909510010511011512019+5020+0021+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE12" W8" S8" S42" SD36" SD10" F4" GSEE SHEET C-1519+50SEE SHEET C-1729+5024" W8" S24" SD4" WS= 0.1007S= 0.0065S= 0.8410S= 0.0883HD COUPLINGSTA: 19+65.05IE: 103.47S= 0.09742" OUTLETSTA: 22+14.003REMOVE (E) BF ANDCONNECT TO(E) 8" CROSSSTA: 23+57.91IE: 73.91±90° VERT BENDSTA: 23+60.37IE: 73.5045° VERT BENDSTA: 27+36.61IE: 77.9845° VERT BENDSTA: 27+13.94IE: 76.058" RWGVSTA: 23+59.14IE: 74.24646" AWWA C900 DR 14MECHANICALLYRESTRAIN ALL JOINTSSTA: 23+20STA: 24+00T10-3" TTSTATION EQUATIONSTA BACK: 28+92.82 =HD COUPLINGSTA: 20+45.98IE: 95.3211.25° VERT BENDINSTALLED @ 7.20' TOPSTA: 24+46.0011.25° VERT BENDINSTALLED @ 5.60' TOPSTA: 24+50.00CONC ENCASED UTILS= 0.159 3HD COUPLINGSTA: 23+14.43IE: 72.27HD COUPLINGSTA: 23+97.48IE: 71.85S= 0.0096T3-4" T4" T16" F8" WETTWC SLURRYENCASEMENTAT&TENCASEMENTHD COUPLINGSTA: 28+92.82IE: 79.00SDGEENCASEMENT12" GHD COUPLINGSTA: 20+87.01IE: 88.79HD COUPLINGSTA: 20+91.98IE: 88.35HD COUPLINGSTA: 22+49.90IE: 74.78HD COUPLINGSTA: 21+43.98IE: 85.69HD COUPLINGSTA: 21+19.58IE: 87.8445° VERT BENDSTA: 27+10.63IE: 79.3245° VERT BENDSTA: 27+34.84IE: 76.19S= 0.0390WS= 0.1030S= 1.0118S= 0.0885S= 0.0183S= 0.0065S= 0.0065S= 0.0361HD COUPLINGSTA: 25+23.62IE: 76.39HD COUPLINGSTA: 25+47.01IE: 78.25S= 0.0096S= 0.0796STA AHEAD: 28+92.8229+0061111S= 0.9863 PROVIDE SANDCUSHIONPROVIDE SANDCUSHION8"x6"x6" TEESTA: 23+60.37IE: 72.04S= 0.0050PROVIDE SANDCUSHION72" POLY SPECTRUMCABLE & 4" POWERLINE @ 6' TOPAVAR STA 27+07AVAR STA 28+89RESTRAINTS INSTALLEDSTA: 26+70STA: 27+768"S8"S8"S14"W14"W14"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W24"SD24"SD24"SD24"SD24"SD4"W 8"S 8"S 14"W 8"S 4"W 4"W 8"S8"S8"S8"S8"S8"S8"S20"W20"W20"W20"W10"F4"G4"G4"G8"S10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S8"S 8"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S8"S42"SD36"SD36"SD36"SD 3"G3"G3"G3"G3"G3"G3"G3"G2"G 2"G8"S12"RW8"RWEEEEEEEEEEEEEEEEEEEEEEEEEE E12"W12"W8"SW WWWEWTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT TTTTTTTT8"S8"S8"S8"S8"S8"S8"S16"F16"F16"F16"F16"F16"F4"W8"W19+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00RW419+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00RW4TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT BEL CAMINO REALTAMARACK AVENUEMILANO DRIVE6" RWSEGMENT 5-1ALIGNMENT B84'9'-11"5'-7"84'42'-2"STA 22+31.1511.25° BENDN 2 001 187.09E 6 236 390.05STA 27+10.6311.25° BENDN 2 001 593.33E 6 236 631.326" RW SEGMENT 5-1ALIGNMENT D (SHEET C-26)STA 18+39.97MEGA LUG INSTALLED22.5° BENDN 2 000 962.73E 6 236 075.607'-5"CONNECT TO (E) 8" CROSSSTA 23+57.91N 2 001 283.04E 6 236 464.04811116" PW CARLSBADPALISADES ALIGNMENT A(SHEET C-62)6" PW CARLSBADPALISADES ALIGNMENT H(SHEET C-62)STA 21+43.9811.25° BENDN 2 001 121.55E 6 236 332.5846STA 18+53.03MEGA LUG INSTALLEDN 2 000 964.21E 6 236 088.58150'-9"121261'-2"STA 22+83.7245° BENDN 2 001 232.62E 6 236 416.33STA 23+06.5045° BENDN 2 001 238.52E 6 236 438.34STA 25+35.52HD COUPLINGN 2 001 441.85E 6 236 543.48STA 23+79.15HD COUPLINGN 2 001 301.44E 6 236 474.661111166STATION EQUATIONSTA BACK 28+92.82=STA AHEAD 29+00.00N 2 001 722.79E 6 236 759.185'RFI #86 AC PIPE AT STA 22+38IS TO BE CUT AND CAPPED.HD COUPLINGSINSTALLED STA 19+75TO 20+62 EVERY 20'HD COUPLINGSINSTALLED STA 27+56 TO29+62 EVERY 20'811654.50886.9897.08198.3448.6399.5819+65.0527+56.7320+62.1329+62.25Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-16MATCHLINE STASEE SHEET C-1519+50MATCHLINE STASEE SHEET C-1729+503C-04SHEET LEGEND1-1/2" COLD MILL AND OVERLAYARHM-GG-C APPRO. 11,600 SQ FTPAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.3. PAVEMENT ON EL CAMINO REAL CONTAINS GLASGRID ANDGLASPAVE. COLD MILLING DEEPER THAN INDICATED WILL DAMAGEGLASGRID AND GLASPAVE, REQUIRING REPAIR AT THECONTRACTOR'S EXPENSE.4. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORDANCE WITH STATE AND LOCAL REGULATIONS.5. 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' ·'·········=········ .. ; ...... . , ...... . n.AF 0 0 0 0 0 0 0 0 0 0 0 0 I I Tl.Cl r L □ 0 0 7 _J "F)EC ,! ~IU rr-. ___ _ IMPROVEMENT PLAN FOR: I \I C, --/--\ =-C-16 ) RWP&P, TAMARACKAVE ALGN 8-STA 19+50 TO STA 29+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !,C .TPTD Q 1": TF''F' i :i-✓1--, D\''.11' OY: i:~f--,T1 R'r p -•--/:,: J -5208-B l)l I l D-_iA\iVI\J:; -12 508-6 55606570758085909555606570758085909529+5030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0096" SD10" S8" S3" GSEE SHEET C-1629+50SEE SHEET C-1839+00EXIST GRADE ABOVEPIPE CENTERLINEES= 0.0052S= 0.0070S= 0.0437S= 0.0050S= 0.0477S= 0.0098HD COUPLINGSTA: 30+67.76IE: 76.02HD COUPLINGSTA: 33+22.54IE: 64.89HD COUPLINGSTA: 34+29.55IE: 63.09HD COUPLINGSTA: 38+30.96IE: 66.22HD COUPLINGSTA: 29+62.25IE: 76.75446" RWGVSTA: 34+35.557T1" EHD COUPLINGSTA: 37+00.00IE: 64.50S= 0.01322- 1" E3" E3" EHD COUPLINGSTA: 34+00.00IE: 64.50PROVIDE SANDCUSHIONABANDONEDRESTRAINTS INSTALLEDSTA: 33+95.00STA: 34+75.008"S8"S8"S10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S3"G 3"G 3"G3"G3"G3"G3"G3"G3"G3"G3"G96"SDEEEEEEEEEEEEEETTTTTTTTTTTT30+0031+0032+0033+0034+0035+0036+00TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT BLAPORTALADADRIVE11'-9" 20'-10"10'-2"21'-6"21'-3"1112744STATION EQUATIONHDC STA 30+67 TO35+59 EVERY 20'30+0031+0032+0033+0034+0035+0036+0010"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S3"G3"G3"G3"G3"GEEEEEETTTTTTT36+0037+0038+0039+00TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT BROBERTSONROAD107'-11"10'-7"21'-3"13HD COUPLINGS STA 38+30TO STA 44+08 EVERY 20'36+0037+0038+0039+00111213886.981016.09973.33198.34491.68577.7099.58250.75297.6427+56.7330+67.7638+30.9629+62.2535+59.4444+08.66Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-17MATCHLINE STASEE SHEET C-1629+50MATCHLINE STASEE LEFT35+50MATCHLINE STASEE SHEET C-1839+00MATCHLINE STASEE RIGHT35+50PLAN2001"=40'4060PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.INSTALLED EVERY 20'INSTALLED EVERY 20'HDC INSTALLED~ U) w z -...J :::c: (J !;;: :E • . : • • . : : . • • : : -----• -• : : •• --. ,.___, : ..... • • .... ..... .. . , ... ,. ..... .. • ..... . . ... ..... .... .. .. .. . ......•....... ...... . • .. , .. , ........ ......•....... . . . . • ..... ....... • . .... ..... • • ..... ....... • .... ..... ..... , •·. ·······•······· . . . ' .. , .. ...... . . , ... . . , ... 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' • : : . • . • . : • • . . . : • . • • : : : . • : : . • . : ... ....... • • , ..... . .. , .. ,., . ----I ... . . . ... ... • . • . . .. . .... • • .... •...... . . . .. ....... • • , ..... . .. , .. ,., . CONC DR··· . ~ U) w z -...J :::c: (J !;;: :E ~ j ~ ~ ' '( ' I -I _J -' ' ~ -' I - ----:=--' \ ' ~ -/ ------~-~ -----·---·~ __:_--c----:---:-~-····· -/ CONC .. --~ .-rr --1--: · _-.-·, 's n.if ~ /,,---cc DENSE -/ . ~RUSH I 08/06/21 SBK RECORD ORA WINGS Kennedy/Jenks Consultants Engineers & Scientists ,-,Fl•, IIT 0:lrJff VI\:". SJITF c;,,J.I 1:1-C.:I!, CA 'JC '' "i/.F,\H '.'ill I II-'•'' '<",Jll 1'-!1.>. l>./,R --> ----=-:=I I n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 0 F)EC ,! ~IU ,,. ___ _ C-17 I 222T I C llY CI"' C j. If-? I <I _J _,Ii, ) -12a I ! ,._ J ) U I _I Ill,' Lll'\I'_, •11· IMPROVEMENT PLAN FOR: RWP&P, TAMARACKAVE ALGN B -STA 29+50 TO STA 39+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'\I[' OY: i:~f--,T1 R'r p \l\/;1/ i' :-; \i I -j l)l I l 5208-B 508-6 60657075808590951006570758085909510039+0040+0041+0042+0043+00758085909510010511070758085909510010511043+0044+0045+0046+0047+0048+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEW18" SD10" W3" G18" SDSEE SHEET C-1729+50SEE SHEET C-1948+00S= 0.0433S= 0.0433S= 0.0438S= 0.0155S= 0.0433S= 0.0329S= 0.0325S= 0.0050HD COUPLINGSTA: 39+71.08IE: 67.60HD COUPLINGSTA: 40+21.59IE: 68.3845° VERT BENDSTA: 41+83.00IE: 72.7545° VERT BENDSTA: 41+85.58IE: 75.56HD COUPLINGSTA: 44+51.02IE: 87.0645° VERT BENDSTA: 44+97.60IE: 88.5945° VERT BENDSTA: 45+01.69IE: 84.7645° VERT BENDSTA: 45+30.99IE: 85.72HD COUPLINGSTA: 46+23.06IE: 92.69HD COUPLINGSTA: 46+57.30IE: 92.86S= 0.03096"x6"x6" TEESTA: 44+89.12IE: 88.31645S= 0.00986" RWGVSTA: 44+88.126" RWGVSTA: 44+90.12771111145° VERT BENDSTA: 45+34.82IE: 89.821T1" EHD COUPLINGSTA: 41+04.18IE: 72.00HD COUPLINGSTA: 41+73.76IE: 72.35S= 0.0050S= 1.08911" E2-3" TS= 0.9361S= 1.06931" EPROVIDESANDCUSHIONPROVIDE SANDCUSHIONS= 0.0329RESTRAINTS INSTALLEDSTA: 41+43.00STA: 42+25.00RESTRAINTS INSTALLEDSTA: 44+57.00STA: 45+75.00AVAR STA 44+95MAR STA 44+84BO STA 45+043" W10"W10"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S8"SW 3"G3"G3"G3"G3"G3"G3"G18"SDEEEEEEEETTTTTTTTTTTTTTTW 39+0040+0041+0042+0043+0039+0040+0041+0042+0043+00TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT B108'-2"10'21'-8"1310"W 10"W 54"SD54"SD10"W10"W10"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S8"S8"S3"G 3"G 3"G3"G3"G3"G3"G3"G3"G3"G18"SDEEEEEEEEEE T TTTTTTTTTTTTTTT 43+0044+0045+0046+0047+0048+0043+0044+0045+0046+0047+0048+00PONTIACDRIVETAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT B93'-4"10'-10"21'-4"6" RW SEGMENT 5-1ALIGNMENT M (SHEET C-41)136"x6"x6" TEESTA 44+89.12 =STA 13+82.46SEG 5-1, ALIGN MN 2 002 181.06E 6 238 243.7071456HD COUPLINGS INSTALLED STA38+30 TO STA 44+08 EVERY 20'13 973.33 577.70 297.64 38+30.96 44+08.66Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-18PLAN2001"=40'4060MATCHLINE STASEE SHEET C-1739+00MATCHLINE STASEE RIGHT43+00MATCHLINE STASEE LEFT43+00MATCHLINE STASEE SHEET C-1948+00PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.~ U) w z -...J :::c: (J !;;: :E I ..... .. . ..... .. .. --.. , .. , ..... ..... ..... , • . : • • . : : . • • : : . • • : : . • . : • : • • .... ..... , ... ,. ..... .. ... • . . ... ..... .... .. . ......•....... ........ . • ........ ......•....... . . . . . .... ..... • • • • .... ..... •·. ·······•······· . . . -• • • : : : : : : . . • • • • • . • • : . . • . : : • • : : . • . . : • . • . • : . : : : • • : : . • . • . • . • • • : : : : : : : : : . . • • • : : : : : : . . • • • • : . : : :\ \ ' "' . • . .. ' .... . ' ... ' • • .... ..... • . .... \ I"-·· •·> C······ ..... .. , . . .. .. . ..... , ..... . . 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C······ ..... ,. . . . .. . , ... , . ..... .. . . . ... ..... •...... .... .. . .. . .. . .. . •· . • • . • .. . ..... ..... .. . .. . .. . ..... • • • • •...... . . ... ..... • • ....... • • .... ..... • • . .. , .. ,., . ·····=· .. . .. . , ... ,. ..... .. ~1l1 --Jll : • : : .... ..... . .. . :,.,., . ..... .... ...... .. . ,.,., ... . .. :,.,., ... .... ..... . .... ..... . .. . :,.,., . : • . .. .... ..... :., ... ,. ... ... .... • . ...... . • . .. .... . .. .... ..... , ... , ... I _I I 7 . • : . ... : . ... . . .. :• . .... ...... ... .... . .. .... ..... •...... .... . . .. •· . --~ U) w z -...J :::c: (J !;;: :E -----=~-__;-I I • col ' I I -' L~ • I 08/06/21 SBK RECORD ORA WINGS Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi-. IIT 0:lrJff VI'•:". SJITF :i,0J.i r:1-c::1, CA 'JC '' 'i/.F,\H 'NII I 1:.-.:, '<"•Jl~ 1',;1,C, 1>.~,R n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! ~IU ,,. ___ _ ,n_ -----C-18 I 223T I C llY CI"' C j_ Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I IIL,• Ul·;I'_, '/I· IMPROVEMENT PLAN FOR: RWP&P, TAMARACKAVE ALGN 8-STA 39+00 TO STA 48+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF -!F!\ JIS IR C' U·IC lllck [i\'\I[' OY: i:~f--,T1 R'r P \/\/:1: ; , :-; \i I -j l)l I l 5208-B 508-6 9095100105110115120125130909510010511011512012513048+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0057+50EXIST GRADE ABOVEPIPE CENTERLINE18" SDWSEE SHEET C-1848+00SEE SHEET C-2057+50S= 0.0374S= 0.0199S= 0.0087S= 0.0076HD COUPLINGSTA: 50+00.00IE: 103.45HD COUPLINGSTA: 56+32.68IE: 116.02HD COUPLINGSTA: 54+50.00IE: 112.39HD COUPLINGSTA: 57+16.18IE: 119.15S= 0.039732" OUTLETSTA: 48+87.00456" RWGVSTA: 54+96.6371" E1" EHD COUPLINGSTA: 51+20.00IE: 104.50HD COUPLINGSTA: 53+52.00IE: 111.65S= 0.0308S= 0.0309PROVIDE SANDCUSHIONRESTRAINTSINSTALLEDSTA: 54+75.00STA: 55+17.00BO STA 55+00MAR STA 54+9410"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S18"SDW3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"GEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTT48+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+00RWTAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT B84'11'21'-9"84'10'22'-1"14151575448+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+00RW14151020.91987.28357.97227.70180.84114.3649+18.5755+55.8152+76.5357+83.50Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-19MATCHLINE STASEE SHEET C-1848+00MATCHLINE STASEE SHEET C-2057+50PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.INSTALLED EVERY 20'INSTALLED EVERY 20'52+69.0057+87.5055+80.50HDC INSTALLED--------------=-----I --I -------'--'---.·-\\ -----~ ~ ..--,------=----<) >~ Kennedy/Jenks Consultants Engineers & Scientists 'liccc ,-,Fi; IIT 0:1,Jff Vii;", SJITF -,J '3,011 r;1-,-_:i1, CA 'JC '' 'i/.F,\H 'NII I Ii,'-'' '-!:i',Jl~ 1',;1,C, -1>~,R --\ \ 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 F)EC ,! 1 ~IU ,,. __ _ C-19 I 224T I C llY CI"' C j, Ir? I , :~: --l ,t,, ) -12a I U I _I Ill,' Lll'il'_, 1/I' IMPROVEMENT PLAN FOR: RWP&P, TAMARACKAVE ALGN 8-STA 48+00 TO STA 57+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,c:=cp [D DY: TF -:F:\ JIS IR C' U-IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)\i I ---j l)l I l 5208-B 508-6 16517017518018519019520016016517017518018519019520064+0064+0065+0066+0066+5014014515015516016517017514014515015516016517017561+0061+0062+0063+0064+0011512012513013514014515015512012513013514014515015557+5058+0059+0060+0061+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE10" S18" SD18" SD4" WW10" W6" W18" SDSEE SHEET C-1957+50SEE SHEET C-2166+5010" SS= 0.0777S= 0.0777S= 0.0811S= 0.0397HD COUPLINGSTA: 57+83.50IE: 121.82HD COUPLINGSTA: 59+46.62IE: 131.09S= 0.0792HD COUPLINGSTA: 64+05.00IE: 163.8545° VERT BENDSTA: 65+65.00IE: 176.7045° VERT BENDSTA: 65+67.66IE: 179.832" OUTLETSTA: 58+89.00345EXIST GRADE ABOVEPIPE CENTERLINE6" RWGVSTA: 64+55.00S= 0.0568711S= 1.1754TES= 0.0803EHD COUPLINGSTA: 58+30.00IE: 123.50HD COUPLINGSTA: 58+50.00IE: 125.60S= 0.0361S= 0.1051HD COUPLINGSTA: 61+50.00IE: 146.89HD COUPLINGSTA: 61+90.00IE: 148.50HD COUPLINGSTA: 62+35.40IE: 153.52S= 0.0403S= 0.1105HD COUPLINGSTA: 63+60.02IE: 163.39S= 0.0103S= 0.0568ABANDONED, REMOVEINTERFERING SEGMENTAS NEEDEDEABANDONED, REMOVEINTERFERING SEGMENTAS NEEDED2" OUTLETSTA: 63+65.003RESTRAINTSINSTALLEDSTA: 64+35.00STA: 64+75.0010"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S10"S10"S10"S10"S10"S10"S10"SW18"SD18"SD18"SD10"W4"W10"S6"W6"W3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G18"SDEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTT58+0059+0060+0061+0062+0063+0064+0065+0066+00RW36RW7TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT B84'10'-5"22'11'-4"20'-11"84'1512'-2"745STA 64+90 6" ACPIPE REMOVALSTA 65+55 10" ACPIPE REMOVAL58+0059+0060+0061+0062+0063+0064+0065+0066+00RW36RW7Alignment Curve TableCurve #RadiusLength TangentBOC EOCAlignment Curve TableCurve #RadiusLength TangentBOC EOC15 987.28 227.70 114.36 55+55.81 57+83.5015 987.28 227.70 114.36 55+55.81 57+83.50GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-20MATCHLINE STASEE SHEET C-1957+50MATCHLINE STASEE SHEET C-2166+50PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEE GENERAL NOTE 4) ANDAPPLY ONE FULL LANE SLURRY COAT, INCLUDING ADJACENT BIKELANE, TO MATCH EXISTING ON TAMARACK AVENUE.55+80.5057+87.50I I c----' r-D •-; ' I II I -I ~ ASP/1 _I ~ ~ I ~ -' -.. ' ----.. -.... ~ , II '/ T .. II "' ,,, 7 I ---~ I DO . .. --------I ~ -\ CONG Ir / .. . / ... . T .,,. 'c "' \" <5' ---\ ~ I --· _! ~ I II .... /_ / " / /." i ' ---, r .. I . -"' ~ I / U\ ,/ CONC'.\ ORAIN1 / ./ 7 I , • -~ ,' ..-c\ 'I -\; ' I ' ' ASPH ~ -------lJ; \ --o ----\ _, I ~ ' ' -I ~a . . -;,,"-. "-2 "''A [:?"_ ·1 _..,,, ··t-'7 CONG ; .I I ----~ -cr, v• 0 U' ' ' --\ ~ -+ C.QNC I tl!J~ D I I . ------~ ' I -------,,,.... \,~~ --------~ .___ ,-I -::---~ u f-~ L----f------. i -I ·t--\co, t; : ., ( -I / • I ' ' ' / I r I I . . / I I I ---1-I ~ ~ I • j ASPH • ~ -' . I I -' / ' ~ 0 0i I-~ ()) 0 \ In z--CJ7 \ --\ • \ -e __.. ---' --.L ~ --·-I -J-,., 11D 0 .,,••□a /U I I ' LI --:ol ~.1 I/ . _JI ...l CONG / "',., \A,..,-DRAIN "', ' ~ v.• 08/06/21 SBK RECORD DRAWINGS Kennedy/Jenks Consultants Engineers & Scientists '))ccc ,-,Fi-. llT C/)1Jff VI'•:•. SJITF · .) '3.011 r:1·,-_:/J. CA 'JC "" 'i/.F!-.H '.'ill I 11.1•• '<"•Jl~ 1--!1.>. -l>~cR n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC '1 1 ~IU ,,. __ _ C-20 I =2sT I C llY CI"' C j. Ir? I , :~: -l ,/\,, ) -12a I U I _I Ill,' Ul·:I'_, •:1· IMPROVEMENT PLAN FOR: RWP&P, TAMARACKAVE ALGN 8-STA 57+50 TO STA 66+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.C:TP [D DY: TF -IFI\ JIS IR C' U·IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)\i I ---j l)l I l 5208-B 508-6 25526026527027528028529029525526026527027528028529029577+5078+0079+00S= 0.051436EOPSTA: 78+57.47IE: 272.38EXIST GRADEABOVE PIPECENTERLINE2" OUTLETSTA: 78+56.47SEE SHEET C-2177+503"G3"GEEEEEETTTTTT78+00RW11378+00RW113END ALIGN BEND CAP w/ THRUST BLOCKSTA 78+57.47N 2 004 906.35E 6 240 098.35TAMARACKAVE1684'10'-6"21'-10"RFI 88 - 2" AIR VAC - INSTALL THE 2"AVAR ASSEMBLY PARALLEL TO THECURB WITH A MINIMUM OF 12"CLEARANCE BETWEEN BACK OF CURBAND THE METER BOX AND AVARENCLOSURE.RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-21AMATCHLINE STASEE SHEET C-2177+5012345678GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWNIN APPROXIMATE LOCATIONS. CMWDREPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWGW-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWDSTD DWGS GS-25 AND GS-36 (FULL LANE WIDTH, 12'MIN).5. UTILITY LOCATION AND ELEVATION SHOWN ISAPPROXIMATE. POTHOLE ALL UTILITIES 4 WEEKSPRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS,CURBS, AND GUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPELENGTH FOR HORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPELENGTH FOR HORIZONTAL CURVE RADII BETWEEN572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPELENGTH FOR HORIZONTAL CURVE RADII BETWEEN286' AND 144'INSTALL THRUST BLOCK PER DWG C-01 AND CMWDSTD DWG W-15CONSTRUCTION NOTESINSTALL 1" WATER SERVICE CONNECTION PERCMWD STD DWG W-3INSTALL 2" WATER SERVICE CONNECTION PER CMWDSTD DWG W-4 INSTALL 2" BO PER CMWD STD DWG W-6 INSTALL 2" MAR PER CMWD STD DWG W-6 INSTALL 2" AVAR PER CMWD STD DWG W-7INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16REFER TO TYPICAL TEE AND IN-LINE VALVE DETAILSON DWG C-03INSTALL THRUST ANCHOR FOR REDUCER PERCMWD STD DWG W-18REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#9REPAIR TEXTURED CONCRETE MEDIAN TO MATCHEXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STDDWG ES-5B, TYPE E. TRAFFIC LOOP DRAWINGSARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEEGENERAL NOTE 4) AND APPLY ONE FULL LANESLURRY COAT, INCLUDING ADJACENT BIKE LANE,TO MATCH EXISTING ON TAMARACK AVENUE.i:!: U) w z -..J ::c: (.J I-<( :ii: 0 ::f ~:=t-=--~::::::;r===--=---=+=::::::;?8;g ASPH Kennedy/Jenks Consultants Engineers & Scientists 'llcS.c CP. IIT 0:IDff -JC:I!;", SJITF ;, :] SAN ~I CA 97·~~ ,'.3::::ii::'.,-ti /[-. ii~' 'i/.F,\H 'NII I 1!-1'' '<,Jl~ 1--!)C!IC~cR Q , 08/06/21 SBK RECORD DRAWINGS □ 0 0 0 0 0 0 0 0 0 0 0 0 F;EC ,! 1 ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: C-21A I 26AI C llY C l"1 C j, Ir? I , :~: --l ./\,, ) -12a I U I _I IIL,• Ul·;I'_, '/I· IMPROVEMENT PLAN FOR: RWP&P, TAMARACKAVE ALGN 8-STA 77+50 TO STA 78+57 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 :,_c:=cp [[I DY: TF -:F:\ '.)\i I -, JIS IR C' U·IC lllck l)l I l [l\",1[\ 0'{; ---n.AF 'ITl,'.\.I r::A-F 1·.J Tli',I i:-f-r-'i R'r CTH:::R r=i:::F:C\i,\L LC'.-TPTIT.1 P\i\\f_: 7·"· ---5208-B 508-6 24525025526026527027528024024525025526026527027528074+0074+0075+0076+0077+0077+5018018519019520020521021522018519019520020521021522066+5067+0068+0069+0020521021522022523023524020521021522022523023524069+0069+0070+0071+0071+50EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINE22523023524024525025526022523023524024525025526071+5072+0073+0074+002" W18"SDSEE SHEET C-2066+50EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINEE2" W18" SDS= 0.0755S= 0.0740S= 0.0854S= 0.0865S= 0.0050HD COUPLINGSTA: 69+65.23IE: 211.67HD COUPLINGSTA: 70+80.16IE: 220.17HD COUPLINGSTA: 75+74.98IE: 257.86S= 0.0638S= 0.0772HD COUPLINGSTA: 71+63.92IE: 227.42HD COUPLINGSTA: 71+98.41IE: 227.5945° VERT BENDSTA: 72+03.22IE: 227.9845° VERT BENDSTA: 72+05.78IE: 230.982" OUTLETSTA: 69+71.00332" OUTLETSTA: 73+43.19345S= 0.07726" RWGVSTA: 71+76.632" OUTLETSTA: 74+68.6411S= 0.0813S= 1.1724TTHD COUPLINGSTA: 66+87.08IE: 189.52HD COUPLINGSTA: 68+48.49IE: 201.70T4" E2" E117ABANDONED,REMOVE INTERFERINGSEGMENT AS NEEDEDS= 0.0514SEE SHEET C-21A77+50RESTRAINTS INSTALLEDRESTRAINTS INSTALLEDSTA: 71+42.00STA: 72+65.00STA: 68+00.00STA: 68+25.002" WATER SERVICENOT FOUNDSTA 73+51STA 68+042" PVC4' FROM TOPSTA 68+093" ELECTRICAL4.25' FROM TOP10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W18"SD10"S3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"GEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE2"G10"W18"SD18"SD18"SD2"W10"WTTTTTTTTTTTTTTTTTTTTTTTTTT67+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00RWRWRW810933367+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00RWRWRW8109333TAMARACK AVENUE6" RWSEGMENT 5-1ALIGNMENT BKIRKWALLAVENUE84'11'-5"20'-10"84'10'-6"21'-10"1610'-9"14'-10"745EDINBURGHDRIVESTA 65+55 10" AC#8 @ STA 69+71HD COUPLINGS INSTALLEDEVERY 20' STA 69+67 TO 71+77STA 68+04.002" PVC ELECTRICALSTA 68+09.003" ELECTRICAL @ 200'16 958.15 212.67 106.77 69+65.21 71+77.88Alignment Curve TableCurve #RadiusLength TangentBOC EOCRECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-21MATCHLINE STASEE SHEET C-2066+5012345678GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWNIN APPROXIMATE LOCATIONS. CMWDREPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWGW-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWDSTD DWGS GS-25 AND GS-36 (FULL LANE WIDTH, 12'MIN).5. UTILITY LOCATION AND ELEVATION SHOWN ISAPPROXIMATE. POTHOLE ALL UTILITIES 4 WEEKSPRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS,CURBS, AND GUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPELENGTH FOR HORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPELENGTH FOR HORIZONTAL CURVE RADII BETWEEN572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPELENGTH FOR HORIZONTAL CURVE RADII BETWEEN286' AND 144'INSTALL THRUST BLOCK PER DWG C-01 AND CMWDSTD DWG W-15CONSTRUCTION NOTESINSTALL 1" WATER SERVICE CONNECTION PERCMWD STD DWG W-3INSTALL 2" WATER SERVICE CONNECTION PER CMWDSTD DWG W-4 INSTALL 2" BO PER CMWD STD DWG W-6 INSTALL 2" MAR PER CMWD STD DWG W-6 INSTALL 2" AVAR PER CMWD STD DWG W-7INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16REFER TO TYPICAL TEE AND IN-LINE VALVE DETAILSON DWG C-03INSTALL THRUST ANCHOR FOR REDUCER PERCMWD STD DWG W-18REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#9REPAIR TEXTURED CONCRETE MEDIAN TO MATCHEXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STDDWG ES-5B, TYPE E. TRAFFIC LOOP DRAWINGSARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112PAVING NOTES1. TAMARACK AVENUE WAS SLURRIED IN MAY 2018.2. REPAIR TRENCH TO CITY STANDARD (SEEGENERAL NOTE 4) AND APPLY ONE FULL LANESLURRY COAT, INCLUDING ADJACENT BIKE LANE,TO MATCH EXISTING ON TAMARACK AVENUE.MATCHLINE STASEE SHEET C-21A77+50.~ ... • .......... · .. ·· .. •.. . . , .. ··············'V· . . . y ~ Y' u, w z -...J :::c: (.) I-<( :ii: , , \ f c.---c---c----I • -, I --' _:----I -,_ ' --------~ ----= ~ I 'o , ' I I r I --~ _1 \ -.. I ' " \ C,4 " 0\ ~ 'r:-\ c,, -/---f-----I -J I , ---= --,___ ,------. -' -I 1/ 1/ ' ) I I ./ I ---~ I Kennedy/Jenks Consultants Engineers & Scientists ')lccc ,,p, IIT '•lrJff VI\ -SJITF !) c;,:J.I 1:1-C:!!, CA 'JC ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H '.'ill I 1:---'-<,Jl~ 1--!1.> .. 1>~:R \ 08/06/21 SBK I 0 Llfo , , '.\J -RECORD ORA WINGS Cl "",;' ~1" -7---n.AF ~ u, w z -...J :::c: (.) !;i :ii: I I □ 0 0 0 0 0 0 0 0 0 0 0 0 0 F)EC ,! ~IU ,,. ___ _ C-21 I 226T I n llY CI"' C j_ If-? I ···1 7 .,L\ ) -12a I I ·-,_ ;' ! '-J U I _I Ill;' u1-,1•_, •:1-IMPROVEMENT PLAN FOR: RWP&P, TAMARACKAVE ALGN 8-STA 66+50 TO STA 77+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,c:=cp [D DY: TF -:F:\ JIS IR C' U-IC lll:k [i\'1,I[' OY: i:~f--,T1 R'r p -:'-:':,: ! -'.)\i I ---j l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 2352402452502552602652702352402452502552602652705+006+007+008+002202252302352402452502552602252302352402452502552602+003+004+005+002552602652702752802852902502552602652702752802852908+009+0010+0011+0012+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINE6" W4" S2" S8" SSSSS12" G12" G12" G12" GSEE SHEET C-2312+00S= 0.0896S= 0.0600S= 0.0420S= 0.0600S= 0.0635S= 0.0096HD COUPLINGSTA: 4+46.00IE: 244.26HD COUPLINGSTA: 5+60.00IE: 245.12HD COUPLINGSTA: 7+00.00IE: 251.00HD COUPLINGSTA: 9+24.98IE: 264.50HD COUPLINGSTA: 10+55.81IE: 265.7612" G12" G12" G12" GEBOPSTA: 2+53.00IE: 226.972" OUTLETSTA: 11+87.6032" OUTLETSTA: 8+41.8232" OUTLETSTA: 2+54.002" OUTLETSTA: 2+77.1333411THD COUPLINGSTA: 4+66.73IE: 244.66S= 0.0327S= 0.01951" W4" S2" W2" ETT1" WT2" WT2" E1" W2" GT4" E1" W1" W1" W2" W2" E1" WT2" WT2" EHD COUPLINGSTA: 11+68.56IE: 272.92S= 0.0050HD COUPLINGSTA: 5+10.00IE: 243.25TS= 0.0327S= 0.0374MECHANICALLYRESTRAINEDLENGTHSTA: 2+53.01STA: 2+73.018"S8"S8"W8"W8"W8"W8"S8"S8"S8"S8"W8"W8"W8"W8"W8"W3"G3"G2"G2"G2"G2"G2"G2"G2"G1/2"G 1/2"G1/2"G1/2"G1/2"GEEEEEEEEEEE1/2"G EETTTTTTTTTTTT1415336+007+008+009+0010+0011+0012+00RWRW1415336+007+008+009+0010+0011+0012+00RWRWHIGH RIDGEAVENUE6" RWSEGMENT 5-1ALIGNMENT CE. POINTE AVENUE56'10'-6"10'56'-2"10'-2"10'STA 10+34.7845° BENDN 2 001 771.16E 6 234 655.72STA 10+35.7822.5° BENDN 2 001 770.54E 6 234 655.9517CARLSBAD HOAPALISADES HOA11STA 5+59.60HD COUPLINGN 2 002 201.64E 6 234 551.878"S8"S8"W8"WS WW8"S8"S8"S8"S8"S8"W8"W8"W8"W8"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G 2"G1/2"G1/2"GEEEEEEEE E E1/2"G1/2"G1/2"G1/2"G1/2"G1/2"GEEEETTTTTTTTTTT T1312332+533+004+005+006+00RWRW1312332+533+004+005+006+00RWRWPALISADES DRIVE6" RWSEGMENT 5-1ALIGNMENT CE. POINTEAVENUE56'56'6'-11"13'STA 4+63.1590° BENDN 2 002 297.67E 6 234 560.91BEGIN ALIGN CEND CAP W/ MEGA LUG INSTALLEDSTA 2+53.01N 2 002 276.89E 6 234 767.02W CLIFFCIR141STA 5+59.60HD COUPLINGN 2 002 201.64E 6 234 551.87Alignment Curve TableCurve #17Radius210.24Length237.72Tangent133.39BOC7+91.68EOC10+29.40GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-22PLAN2001"=40'4060MATCHLINE STASEE RIGHT6+00MATCHLINE STASEE SHEET C-2312+00MATCHLINE STASEE LEFT6+00INSTALLED EVERY 5'HDC INSTALLED----= -----------------------------------------------•-----L1-:::1,,:,1:: :-+-:r-:-+-•-+-,_ -: -•-1 -L / is 0 J 1f >s I ;/ I I : NO:J -NoJ --.:....:... --,t, NO'J / 6 C, ·····:·········:·········: ---------------~-C, 6 /'/ &I V) "' /;j --CJ Pc' ----r C, 6 C, "' --\ Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,F:: IIT 0:lrJff VI•:"_ SJITF i :·J c;_:11 r:1-,-_::1, CA 'JC '' ,'.3::::ii::'.,-b /[-, 11~, 'i/.F,\H ':'ill I 1:_::: '-<•Jl~ 1--;1_,_ 1c_~,R z ............ ,.----,~.,._....._ I \ I --ITT ----0 I \ I \ 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! 1 ~IU ,,. __ _ ' C-22 I =:11T I C llY C l"1 C j. Ir? I . :~: --l ,:-., ) -12a I U I _I Ill:' Ul-;I'_, 1/1-IMPROVEMENT PLAN FOR: RW P&P, PALISADES DR IE POINT AVE ALIGN C-STA 2+53 TO STA 12+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TP [[I DY: TF -:F:\ '.)\i I ---j JIS IR C' U-IC lllck l)l I l [i\'1,I[\ OY: ---n.AF 'ITl,'.\.I r::A-F I-JTli'-1 i:-f--,T1 R'r 5208-B 508-6 CTH:::R r=i:::F:C\i,\L ;:_c;:-:r-PTIT.1 P \i\\f_: ->'---- 25526026527027528028529029526026527027528028529029512+0013+0014+0015+0016+0017+0018+0019+0020+0024525025526026527027528024024525025526026527027528020+0021+0022+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE12" G12" G12" G3" G12" G12" G2" G12" GWWWW10" WWWWWW12" WSSSSSSSS2" G12" G12" GWWWSSEE SHEET C-2212+00SEE SHEET C-2422+00EEEEEEES= 0.0182S= 0.0059S= 0.0542HD COUPLINGSTA: 13+75.00IE: 275.00HD COUPLINGSTA: 12+50.00IE: 273.33HD COUPLINGSTA: 14+30.00IE: 274.00HD COUPLINGSTA: 19+00.00IE: 271.25HD COUPLINGSTA: 19+80.00IE: 266.912" SS= 0.10452" E2" OUTLETSTA: 12+98.1336"x6"x6" TEESTA: 12+34.84IE: 273.256"x6"x6" TEESTA: 19+53.06IE: 268.386452" S6" RWGVSTA: 19+54.066" RWGVSTA: 19+52.06776" RWGVSTA: 12+33.846" RWGVSTA: 12+35.8477TS= 0.0857S= 0.1333S= 0.1071S= 0.0134HD COUPLINGSTA: 20+30.00IE: 260.50HD COUPLINGSTA: 20+60.00IE: 256.50HD COUPLINGSTA: 20+95.00IE: 253.502" E3" E3" E4" E4" E2" E2" E2" ETTEEEETTTTEETTEEETTTTET4" ETTTEEETTTTEEHD COUPLINGSTA: 20+05.00IE: 264.00S= 0.1400S= 0.1164MAR @STA 12+30AVAR @STA 13+418"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S12"W12"W12"W12"W8"S 12"W 12"W 3"G3"G3"G1/2"G2"G2"G1/2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G 2"G 1/2"G 1/2"G1/2"G1/2"G1/2"G1/2"G1/2"GEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E TTTTTTTTTTTTTTTTTTTTTT T 16153311+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00RW RW16153311+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00RW RW6"x6"x6" TEESTA 12+34.84 =STA 1+00SEG 5-1, ALIGN BN 2 001 571.84E 6 234 643.83HIGH RIDGEAVENUE6" RWSEGMENT 5-1ALIGNMENT CTELESCOPEAVENUEHIGH RIDGE AVENUEHIGH RIDGE AVENUE56'-2"10'-2"10'60'9'-10"10'60'9'-8"10'-2"TAMARACKAVENUE6" RWSEGMENT 5-1ALIGNMENT B(SHEET C-14)6" RWSEGMENT 5-1ALIGNMENT N(SHEET C-25)1819206"x6"x6" TEESTA 19+53.06 =STA 1+00SEG 5-1, ALIGN NN 2 000 981.34E 6 235 006.091771654511STA 19+56.30HD COUPLINGN 2 000 978.54E 6 235 007.70181920160.14490.00902.61151.65177.94647.7582.0589.96338.5312+90.0115+36.3219+56.3014+41.6617+14.2626+04.06Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189 REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-23MATCHLINE STASEE SHEET C-2212+00MATCHLINE STASEE SHEET C-2422+00SHEET LEGENDENVIRONMENTALLY SENSITIVE AREACULTURAL MONITORING REQUIREDINSTALLED EVERY 20'INSTALLED EVERY 10'INSTALLED EVERY 5'HDC INSTALLED~ ti) w z -..J ::c ~ :ii: ' ...... •....... ....... •....... •....... . . J' \ ...... •....... ' ..... -... -~ . ...------:: ~-: """";_:.;;;·· ·-------/ V ..... ....... . ....... ..... . . ' I ft ................. ' t ....... ' •....... ..... . . ~· .. I I ... •....... •....... •...... , .... ..... ....... ...... •....... 1······· . . ' ...... •....... ....... •....... • . . 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II ) IMPROVEMENT PIAN FOR: RW P&P HIGH RIDGE AVE ALIGN C -Sf A 12+00 TO STA 22+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 C'//'-1 B'/: c-vu tr1: 5208-B -I ,, ", r;c" '/.11 ".J:c IL>. 508-6 20521021522022523023524020020521021522022523023524024+0025+0026+0027+0022022523023524024525025526022523023524024525025526022+0023+0024+00EXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINE12" GWW6" S4" S18" SD2" GSEE SHEET C-2322+00EEE12" WS= 0.0283S= 0.0811S= 0.0441HD COUPLINGSTA: 22+05.00IE: 242.00HD COUPLINGSTA: 24+94.95IE: 219.25EOPSTA: 26+11.68IE: 215.00HD COUPLINGSTA: 25+35.00IE: 216.002" OUTLETSTA: 26+10.6834S= 0.0130HD COUPLINGSTA: 22+20.00IE: 239.00HD COUPLINGSTA: 23+50.00IE: 227.50HD COUPLINGSTA: 23+80.00IE: 226.65HD COUPLINGSTA: 24+10.00IE: 223.00S= 0.0885S= 0.1217S= 0.20 0 0 TT2" E1" W2" WETPROVIDE SANDCUSHION8"S8"S8"S8"S8"S8"S8"S8"S8"S12"W12"W12"W12"W12"W12"W12"W12"W12"W18"SD18"SD6"S6"S2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G1/2"G1/2"G EEEEEEEEEEEEEE12"WTTTT TTTTTT18322+0023+0024+0025+0026+00RWHIGH RIDGE AVENUE6" RWSEGMENT 5-1ALIGNMENT CNEBLINA D RI V EHIGH RIDGE AVENUE60'9'-11"10'-2"END ALIGN CEND CAP w/ THRUST BLOCKSTA 26+11.68N 2 000 600.61E 6 235 525.55201418322+0023+0024+0025+0026+00RWAlignment Curve TableCurve #RadiusLength TangentBOC EOC20 902.61 647.75 338.53 19+56.30 26+04.06GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-24MATCHLINE STASEE SHEET C-2322+00i:!: U) w z -...J :::c: CJ I-c( :iE I I • . : • • • • : • : • . : • ········ : ·····,··· 1········,········: ···· :········ : ····· ········'········· 1--······· ········ : ·····,··· :········,········: ···· . , ....... , , ........ ,.... '""" '""" , .... ,.... "" : ....... : ..... '""" , ........ ,.... 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' . . ... . .. • ..... .. , .. :,.,. . .. , .. ,.,. .. , ... , ...... ,., .. , .. ,., ... , .... :., ... , ... , .. ,. , ....... ,: ;, ...... . • • ---\ \' I : .... , .. : • I . , ....... ,: ;, ...... =----:::::: . . ---:::-.::;;.---=-..----::::-----~--=--------------0 Kennedy/Jenks Consultants Engineers & Scientists ,,,,cc ,-,F:: 11T 0:1rJff v111". SJITF , .) c;,,J.I r;1-,-,:i1, CA 'JC '' 'i/.F,\H '.'ill I Ii,'-•' '-!:i',Jl~ 1'-!1,> .. 1c~,R 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! 1 ~IU ,,. __ _ C-24 I 229T I C llY CI"' C j, Ir? I . :~: --l .11. ) -12a I U I _I Ill,' Ul·;I'_, 'ii' IMPROVEMENT PLAN FOR: RW P&P HIGH RIDGE AVE ALIGN C -Sf A 22+00 TO STA 26+12 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,e=cp [D DY: TF -:F:\ JIS IR C' U·IC lllck [i\'\I[\ OY: ---(~f--,T1 R'r P\i'//1.: 7·"· __ _ '.)\i I "1 l)l I l 5208-B 508-6 2602652702752802852902953002602652702752802852902953001+002+003+004+005+006+007+00EXIST GRADE ABOVEPIPE CENTERLINEWWWWWWWW12" W2" GSSSSSSSHD COUPLINGSTA: 4+00.00IE: 282.87S= 0.0498S= 0.0718S= 0.0859BOPSTA: 1+00.00IE: 268.38EOPSTA: 6+85.79IE: 265.012" OUTLETSTA: 6+84.673644HD COUPLINGSTA: 1+10.00IE: 268.43HD COUPLINGSTA: 4+77.00IE: 282.48HD COUPLINGSTA: 5+10.00IE: 280.11S= 0.0051S= 0.0050TT4" E8"W8"W8"S8"S8"S8"S12"W8"S8"S8"S8"S8"S8"S12"W12"W12"W12"W12"W6"S2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G1/2"G1/2"GEEEEEEEEEEEEEETTTTTTTTTTT2+003+004+005+002+003+004+005+00TELESCOPEAVENUEHIGH RIDGEAVENUE6" RWSEGMENT 5-1ALIGNMENT N50'14'11'6" RWSEGMENT 5-1ALIGNMENT C(SHEET C-23)11.25° BENDN 2 000 703.25E 6 234 891.47STA 4+42.9890° BENDN 2 000 707.23E 6 234 827.1921BEGIN ALIGN N6"x6"x6" TEESTA 1+00.00 =STA 19+53.06SEG 5-1, ALIGN CN 2 000 981.34E 6 235 006.0917STA 1+45.7011.25° BENDN 2 000 958.52E 6 234 966.494611118"S 8"S8"S12"W 12"W6"W6"W6"S6"S6"S18"SD6"S2"G2"G2"G2"G2"G 2"G 2"G E EEEEEE EEEETTT TT TT4+00 5+006+00RW1934+00 5+006+00RW19350'14'11'6" RWSEGMENT 5-1ALIGNMENT NSPYGLASS CTEND ALIGN NEND CAP W/ THRUST BLOCKSTA 6+85.79N 2 000 583.66E 6 235 022.07STA 5+34.6811.25° BENDN 2 000 691.27E 6 234 915.99STA 5+07.3911.25° BENDN 2 000 703.25E 6 234 891.471411Alignment Curve TableCurve #21Radius311.00Length245.87Tangent129.76BOC1+89.98EOC4+35.85GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189 REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-25PLAN2001"=40'4060MATCHLINE STASEE LEFT5+00MATCHLINE STASEE RIGHT5+00SHEET LEGENDSENVIRONMENTALLY SENSITIVE AREACULTURAL MONITORING REQUIREDINSTALLED EVERY 10'HDC INSTALLEDCD . / / 0 • I \ I '\ . '>-. '\ . . . ., .. ,,.:,., .. ,,.,;. .. ,., ... :.,,. : : : . . . . . . •, , ... ,-, ... ' ,• ... , .. --.-.. , .... 0 \ \ \ 0 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 ; 1 -.\ -,--._ ,-,-, --) --. , - I I I, I \ -'-..._,/ '-....,' \ ' _,, 1-o-s/_0_61_2--+1--ss_K---+-R-£c_o_Ro_oR_A_'ll_,N_cs __________ -+--+----+---+-------1 s3E0T I C I 'I _IA IL C-25 IMPROVEMENT PLAN FOR: .-----------.--Ke------n_n ______ ..... ,-,, •::-e-n-::--ks------::Co::--n-s-u-::--lta-nts--t--=---=--=-+1---=---=-t---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=-~1---=---=-1---=---=-1-r_--=---=-r---=--=1 RW P&PA TELESCOPE A VE/SPYGLASS CT -Y,~ AL/«.;:,N N -STA 1+00 TO STA 6+86 Engineers & Scientists 1----+--+---------------+---+--t---+----t RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 IJ))l'c ,;c•;:.1 TF c;1r;,;F DF!I\/", •iJITF ·; IJ :;,t.,.,_J r::,1-cei, :::.4 ":JJ1_0,;. :,._~:_;0-;:; /I~-/~;OJ :;,,\R/J-'.'/II l.-\\-1S _)RO ,Jt_:: lvl ,A,[\j /-\ ~l r. C'/'/'•I B\: __ _ r:r••.'i\11•1;; 1111. C---j<U t:1·1 · [?\/\/,'[ ]\: 5208-B 508-6 1351401451501551601651701751401451501551601651701751+002+003+004+005+001151201251301351401451501101151201251301351401451505+006+007+008+009+009+50EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINE8" S18" SD4" G4" W6" W4" G6" W4" W18" SD3" GEEES= 0.0492S= 0.0202S= 0.0559S= 0.1263S= 0.0050HD COUPLINGSTA: 3+13.87IE: 148.00HD COUPLINGSTA: 4+91.79IE: 138.18HD COUPLINGSTA: 5+90.80IE: 130.48HD COUPLINGSTA: 7+67.93IE: 120.5845° VERT BENDSTA: 8+74.59IE: 119.7845° VERT BENDSTA: 8+77.75IE: 116.38EOPSTA: 9+01.68IE: 115.47BOPSTA: 1+00.00IE: 157.872" OUTLETSTA: 1+01.002" OUTLETSTA: 1+03.00332" OUTLETSTA: 3+47.2632" OUTLETSTA: 7+15.003HD COUPLINGSTA: 8+66.51IE: 120.09466" RWGVSTA: 9+00.6873" TTTMECHANICALLYRESTRAINALL JOINTSSTA: 8+40.00STA: 8+90.00S= 0.03806" W2" WT2" WHD COUPLINGSTA: 5+70.93IE: 132.99HD COUPLINGSTA: 1+77.51IE: 150.76HD COUPLINGSTA: 1+72.53IE: 151.20HD COUPLINGSTA: 1+30.69IE: 156.30HD COUPLINGSTA: 3+46.64IE: 145.31S= 0.0655TTS= 1.07826" WS= 0.0819S= 0.1217S= 0.0513S= 0.0903PROVIDE SANDCUSHIONSDGEENCASEMENTAT&TENCASEMENTS= 0.03808"S18"SD14"W14"W24"SD4"W4"W4"W4"W4"W4"W4"W4"W4"WS24"SD30"SD30"SD30"SD30"SD30"SD8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S 4"W8"S8"S8"S24"SD8"S8"S10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W24"SD24"SD24"SD2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G3"G3"G3"G3"G3"G2"G2"G2"G2"GEEEEEEEEEEEEEEEEEEEEEEE4"WEETTTTTTTTTTTTTTTTTTTTTTTTTTT8"S8"S1+002+003+004+005+006+007+008+009+009+02RWRWRWRW2021222333336" RWSEGMENT 5-1ALIGNMENT DPALISADES DRIVEDRIFTWOODCIRCLEDRIFTWOODCIRCLECORALWOODCIRCLECORALWOODCIRCLE50'12'2'-11"TAMARACKAVENUEPALISADES DRIVEBEGIN ALIGN DEND CAP W/ THRUST BLOCKSTA 1+00.00N 2 001 462.45E 6 235 454.11END ALIGN D6"x6"x6" TEESTA 9+01.68 =STA 18+26.45SEG 5-1, ALIGN BN 2 000 956.18E 6 236 063.776" RWSEGMENT 5-1ALIGNMENT B(SHEET C-15)6" PW CARLSBADPALISADESALIGNMENT E(SHEET C-62)6" PW CARLSBADPALISADESALIGNMENT D(SHEET C-62)6" PW CARLSBADPALISADESALIGNMENT C(SHEET C-62)6" PW CARLSBADPALISADESALIGNMENT B(SHEET C-62)22231CARLSBAD PALISADES HOA716429'-5"STA 8+91.4545° BENDN 2 000 961.99E 6 236 056.32STA 8+96.6845° BENDN 2 000 960.55E 6 236 061.355'-2"5'#21 INSTALLED ATSTA 0+59.00#20 INSTALLED ATSTA 0+93.00AC LATERAL NOTREPLACEDAC LATERAL NOTREPLACEDAC LATERAL NOTREPLACEDAC LATERAL NOTREPLACED1+002+003+004+005+006+007+008+009+009+02RWRWRWRW202122233333Alignment Curve TableCurve #2223Radius200.00200.00Length31.0886.77Tangent15.5744.08BOC1+007+27.45EOC1+31.088+14.23GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-26SHEET LEGEND1.5" COLD MILL AND OVERLAYAPPRO. 25,410 SQ FT(PALISADES DRIVE ONLY)INSTALLED EVERY 5'INSTALLED EVERY 5'HDC INSTALLED. : . : . : . : . : . : . : : . : : ' ..... ········:········· : ........ ;...... . .. . . .... ········I········· :········:······ 1········ , ...•...•...•....•...•..... ·•········•· ...•...•... , ...•.............•... , ...•. ..•... . , ...•..... ·•········•· ...•...•...•...•... ·•··· .... , ...•. ··•··· ·•··. •······•········•····I··.•···•.··•· .. ·•···•···•···•· "" , ........ , .... 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' • ' • ' ' • ' • ' • ' • I ...... :········:··· ........... :········:··· ............ :········ 1··· ·····:······· , ........ : .. . . .......... : ........ : .. . ..... ...... :········:··· ................ :········ :··· ·····:······· :········1··· ' · ............. · · ........ ·' .... · · .......... · · .... ,· · ........ · ·,11~. _:_ I'-······· :········:··· ······ ······ :········:··· ····· ······ :········ r·· ······:······· ·:········:··· ····· ······· :········:··· ······ ······ :········:··· ···· ····· ······ :········ :··· ······:······· ·:········r·· ····· ······· :········:··· ······ ······ :········:··· ···· ···· ······ :········ :··· ······:······· ·:········:··· i-·······= : ...... ·······:···· I·········:·· ·:···· :········= : ...... ·······1···· ... .. , .... .. . , ...... .. . , .......... ,.. . .. , ........... , ........ ,..... .. ... , ........ , ... . --·--:· ...... , ..... --·--:--·--... , ........... ,.. .. ,..... .. ... , ........ , ........... ,. ... ..... I"· : ...... . : . JI -------CON ----.. ---.. -1 • 0 , ........ : 1 ....... DO :....... ,... :" ..... • • • • I . -CD Kennedy/Jenks Consultants Engineers & Scientists 'liccc ,-,P. IIT 0:1,Jff VI!•"· SJITF · .J :i.0J.i r:1-,-,:\1, CA 'JC '' 'i/.F,\H 'NII I I!,,,•• '-<,Jl! H.>. l>.!,R ;·········= : ..... :········= : ..... :········= : ..... :········= : ..... . 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L <D <D <D <D <D <D <D <D <D <D <D <D □ r----7 L ____ _J 0 0 F)EC ,! I ~IU ,,. __ _ CA C-26 I =3~1T I C llY C l"1 l'il,lr'I •' 'I'... ) -12a I ,' \, , ,.__ ".,1 ----:1 U I _I IIL,• Ul·;I'_, '/I· IMPROVEMENT PLAN FOR: RW P&P PALISADES DR ALIGN D -Sf A 1 +00 TO STA 9+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTPTD DY: TF':F:\ JIS IR C' U•.IC lllck D\''.11\ OY: ---(~f--,T1 R'r P\i'//1.: 7·"· __ _ '.)"-/I-"1 l)l I l 5208-B 508-6 1101151201251301351401451501101151201251301351401451501+002+003+004+005+00EXIST GRADEABOVE PIPECENTERLINE12" W24" SD8" SWWES= 0.0050S= 0.0431S= 0.0085HD COUPLINGSTA: 2+05.72IE: 120.76EOPSTA: 4+38.82IE: 124.97BOPSTA: 1+00.00IE: 121.2945° VERT BENDSTA: 1+49.92IE: 120.4845° VERT BENDSTA: 1+45.75IE: 116.2745° VERT BENDSTA: 1+09.37IE: 121.3445° VERT BENDSTA: 1+14.64IE: 116.112" OUTLETSTA: 4+37.8236S= 0.005045S= 0.99116" RWGVSTA: 1+01.007MECHANICALLYRESTRAINALL JOINTSSTA: 1+00.00STA: 1+75.006" W4" W3" E112" UNK2" UNKHD COUPLINGSTA: 2+69.98IE: 123.53S= 0.0050S= 1.009414"W14"W24"SD4"W4"W4"W4"W4"W4"W4"W4"W24"SD8"S8"S10"W10"W10"W10"W4"W4"W4"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S12"W12"W24"SD24"SD10"W10"W2"G2"G3"G3"G3"G3"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"GEEEEEEEEEEEEEEE EEEETTTTTTTTTTTTTTTTT8"S1+002+003+004+00243RW1+002+003+004+00243RWBIRCHWOODCIRCLEBIRCHWOOD CIRCLE6" RWSEGMENT 5-1ALIGNMENT E26'-6"12'-2"TAMARACKAVENUEBEGIN ALIGN E6"x6"x6" TEESTA 1+00.00 =STA 17+84.48SEG 5-1, ALIGN BN 2 000 935.82E 6 236 027.07END ALIGN EEND CAP W/ THRUST BLOCKSTA 4+38.82N 2 000 688.69E 6 236 253.62PALISADESDRIVE6" RWSEGMENT 5-1ALIGNMENT B(SHEET C-15)6" RWSEGMENT 5-1ALIGNMENT D(SHEET C-26)STA 1+78.7211.25° BENDN 2 000 866.98E 6 236 065.23STA 2+18.8211.25° BENDN 2 000 834.73E 6 236 089.08171546CARLSBAD PALISADES HOA6" RWCARLSBAD PALISADESALIGNMENT E (SHEET C-62)11111AC LATERALNOT REPLACEDAC LATERALNOT REPLACEDAC LATERALNOT REPLACEDGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-27SHEET LEGEND1.5" COLD MILL AND OVERLAYAPPRO 5,990 SQ FT(TAMARACK AVENUE ONLY)0 CD I ,1_1_l 1/ ),1/;IJ, / , f -.. I_,,. I -----0 -135 -__ ~~ <----+--140----~ I--'--+-----145---~ 0 Kennedy/Jenks Consultants Engineers & Scientists 'l1cSc CFi-. llT 0:IDff J'T·:", SJITF ;, :-i SAN ~I CA 97·~~ ,'.3::::ii::'.,-ti /[-ii~' 'i/.F,\H 'NII I 1:.-.,, '<,Jl~ l--!ICi)C~cR Q , 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ r----7 L ____ _J F;EC '1 I ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: I 532T I C llY CI"' U I _I IIL,• IMPROVEMENT PLAN FOR: C-27 C j, Ir? I , :~: --l ./\,, ) -12a I Ul·:I'_, 1:1· RW P&P BIRCHWOOD CR ALIGN E -STA 1+00 TO STA 4+39 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ '.)\i I -, JIS IR C' U·IC lllck l)l I l [l\",1[\ 0'{; ---n.AF 'ITl,'.\.I r::A-F 1·.J Tli'-1 i:-f-r-'i R'r CTH:::R r=i:::F:C\i,\L LC'.-TPTIT.1 P\i\\f_: 7·"· ---5208-B 508-6 7075808590951001051107075808590951001051103+004+005+006+007+008+009+0010+00EXIST GRADEABOVE PIPECENTERLINESSSSSSSSSSSSSSSSSSSSSSSSSSSS18" SDSEE SHEET C-2910+00ES= 0.0076HD COUPLINGSTA: 5+08.87IE: 87.25S= 0.0163BOPSTA: 3+38.00IE: 91.072" OUTLETSTA: 3+39.0032" OUTLETSTA: 4+98.002" OUTLETSTA: 9+23.0036446" RWGVSTA: 7+36.00732" E8" W8" WHD COUPLINGSTA: 7+29.17IE: 86.00HD COUPLINGSTA: 9+33.90IE: 87.55HD COUPLINGSTA: 9+67.33IE: 90.14S= 0.0057S= 0.0223S= 0.07758"S8"S8"S8"S8"S8"S8"S8"W8"W8"W8"W8"W8"W8"WW W WS S WSWSSWW 8"S8"SEEEEEEE2"G2"G2"G2"G2"G2"GTTTTTTTTTT3+384+005+006+007+00RWRW252633REGENT ROAD6" RWSEGMENT 5-1ALIGNMENT F11'-7"31'14'-3"BEGIN ALIGN FSTA 3+38.00END CAP W/ THRUST BLOCKN 2 002 487.09E 6 236 951.20247'3'163+384+005+006+007+00RWRW2526338"S8"S8"S8"S8"S8"S8"S8"W8"W8"W8"W8"W8"W8"W8"WW W WS S S W WSSWSWSWSSWW 8"S8"S24"SDE EEE EE2"G2"G 2"G2"G2"GGGGTTTTT TTTTTTT5+006+007+008+009+0010+00RW273REGENT ROAD6" RWSEGMENT 5-1ALIGNMENT F80'11'-7"13'-7"253'7'47431'5+006+007+008+009+0010+00RW273Alignment Curve TableCurve #2425Radius208.00208.00Length114.17123.25Tangent58.5663.49BOC4+64.447+29.17EOC5+78.618+52.42GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-28MATCHLINE STASEE SHEET C-2910+00MATCHLINE STASEE RIGHT6+00MATCHLINE STASEE LEFT6+00PLAN2001"=40'4060INSTALLED EVERY 5'INSTALLED EVERY 5'HDC INSTALLED········•······· ·······•······· ·······•······· J ·······•······· ·······•······· • • • • ' •....... . . ....... •........ . ...... ....... ........ • . ....... . . ...... ' •....... •........ . ...... ....... ........ ' : • : : : ········•······· ········•······· ·······•······· ········•······· ········•······· ·······•······· • ' . . •....... . . ....... ' . . . . ....... ' •....... . . ....... ........ . ' • • • • • • • • • • • . . . /'\ • • r-,, • • • : : ~ ········•······ ................ : ........•....... ········•······ ................ • , .... . . ..... . . ..... . ' . . . ... . . . . ' • • . • • ········•······ ········•······· •. J ········•······ ········•······· • • • • , .... ........ • . .... ·•······· ........ ..... . ...... ' •....... . • ... • . ...... . •....... ' : : • • ·······•······· ········•······· "-.· . ·······•······· ·······•······· : ' . . ..... ... ....... . . •....... ""-• ............ . ...... ....... . ' • • . • • /i ......_ ·········:····· .............. , ... ·······•······· J : ·······•······· • • • • 8. ' ........ •........ . .... ... ....... ........ • : ......... : ......... ............ ······-....... ....... . ....... ' : ~..:.~ I • : : : -~ --~·""'" -• I • : --~ !/ • • • : • • ·--,_ . . . ............................ ·······•······· ·······•······· J =-. : • • ---C) ' •....... . . ..... ' •....... •........ ....... ....... ........ • . ....... . ... •........ . ...... ....... ;----• • --;.... "-. ~:--.. • ·······•······· ········•······· ········•······· ·······•······· • ' . . ........ ' . . . . ... . . ....... ........ . ' • : : : • • • • • • . : : . ' •....... . ········•······· . ....... • ········•······ . ...... ' ········•······· . . ..... ········•······ ....... • ········•······· . ' .... ..... . . .... ..... • . .. .... .... • : : : .. . , .. ,.,. . .. . .. ,. .. . , .. • I I • • • . I I : • : • : : : : . : : : ................ I . .............. . ' ... ..... ........ ..... .... ...... ... ... .... .... ...... L ..... . . ..... ............... . ....... ........ . ...... ....... ............... . . . . ..... ....... ' i ....... ....... : . . ' .. . ,.,., ... .. . .... .. . .. . • • • • • • : I ., ' 1, • : : : : . ' • • • • : . . . . : . . .. . .. . ..... .. . , .. ,., ... .... • • • • • • • • • • • • • • : . . : . . : . : ' . . . . •....... . . . . ....... ' . . . . : . . . ...... ' •....... . . . . ....... ........ . . ' ... ..... . . .... ..... . . .. .... ..... ....... : : : : : : : • • • • • • • : : : : : . : . : . ' •....... . ········•······· . ....... • ········•······ . ...... ' ········•······· . . :. : •....... . . ...... ' ........ • ········•······ . ...... • ········•······· . ' .... ..... . . .... ..... • . .. .... .... • : : : : : .. . , ... ,. ..... .. .. . , .. ,., . . .. ... ,. .. . , .. ,., • • • • • \ \ 0 • • • • . : : : : : . : . : • • • . • • • • : . . . .,, • : : . ' : : • : . . . • . • . • . • • • : : : : : : • : : : I . • . • . • I : : • • • I : : : : : : : . . . ...... • .,;_-: ~ : : .... C) -,_ : . : . . _.;._. . -~:. . .. ···......-:--· ...... , ... . . • • : : ... •...... . . .... ..... ' . .... ..... • . .. .... . :., ... . .. ... I ... ... . . . :, ... I 1 ...... : ... ..... .... ...... ... ... .... I I . .. .. . .. . ,.,., ... : : : : : . . : ..... . .. .. . ..... ..... .. . , .. ,., ... ...... . : : : : : : : .... .... . . . ... ..... ' . .... ..... . . .. .... • ... •...... . . .... ..... ' . .... ..... • . .. .... ..... :., ... .. . :,.,.,. ..... .. . . . , .. ..... .. . .. , .. ,., . ..... ,., ... , I I -----I ~ -,_ -,_ I I r • : • : . (""" :\ • ' • : ----_: -• : : .... • • .. . :,.,.,. .... ...... ... ... . . . .. . . ... .. . .. . .. . . ... ... .. . ..... ....... .... .... . . . .... • . ... •...... . . .. . , .. ,., .. . :,.,.,. --• : : • • . • : . • • : • . • • : ·--. • : : • : / .½'"' //··············· ..... .. . ... , ... , . I ... ..... . . .. . .. : . ..... . .. .. . : : ... ..... . .... ..... . ..... .. . ... , ... , . • : : • • . : • . • • : : . • • : : ~·-. • : : • -• .... ..... ..... .. . ..... .... : . ..... : : . . ... ..... • . ... ..... ..... .. ~ U) w z -...J ::c CJ ~ :ii: Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi: IIT 0:1,Jff Vii:". SJITF c;.,J.I r:1-,-.::1, CA 'JC '' 'i/.F,\H 'NII I Ii.::: '-<,Jl~ H.>. l>.~,R 08/06/21 SBK RECORD ORA WINGS I J \ \ n.AF CTH:::R r=i:::F:C\i,\L C) C) C) C) C) C) C) C) C) C) C) C) □ 0 0 F)EC ,! ~IU ,,. ___ _ C-28 I 233T I C llY CI"' C j, Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I Ill,' Ul·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P, REGENT RD ALIGN F -STA 3+38 TO STA 10+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF -:F:\ JIS IR C' U•.IC Jilek [i\'1,I[' OY: i:~f--,T1 R'r p ;;::;,; i ' '.)\i I ---j l)l I l 5208-B 508-6 808590951001051101151208085909510010511011512010+0011+0012+0013+0014+0015+0016+0017+00EXIST GRADE ABOVEPIPE CENTERLINESSSSSSSSSSSSSSSSSSSSSSSSEE SHEET C-2810+00S= 0.0163S= 0.0132S= 0.0081HD COUPLINGSTA: 11+27.25IE: 92.75HD COUPLINGSTA: 14+04.30IE: 96.40EOPSTA: 16+75.56IE: 98.5966" RWGVSTA: 16+74.5672" E8" S36"SD36"SD36"SD8"S10"W 10"W 10"W 10"W 8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W3"G 3"G 3"G 3"G 2"G2"G2"G2"G2"G2"GEEEEEEEEEEE E E T T T T T T T TTTTTTTTTTTT10+0011+0012+0013+0014+0015+0016+0010+0011+0012+0013+0014+0015+0016+00REGENT ROAD6" RWSEGMENT 5-1ALIGNMENT F12'-9"PONTIA C D RI V E 31'18'-11"END ALIGN F6"x6"x6" TEESTA 16+75.56 =STA 10+85.00SEG 5-1, ALIGN MN 2 002 413.64E 6 238 060.426" RWSEGMENT 5-1ALIGNMENT M(SHEET C-41)26277'3'176REPAIR SPEED BUMP TOMATCH EXISTINGREPAIR SPEED BUMP TOMATCH EXISTING1131'-1"STA 16+70.5645° BENDN 2 002 409.92E 6 238 057.07STA 16+41.7645° BENDN 2 002 381.16E 6 238 058.61112627298.00298.0068.93173.8234.6289.4611+27.2514+04.3011+96.1815+78.12Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-29MATCHLINE STASEE SHEET C-2810+00HDC INSTALLEDINSTALLED EVERY 10'INSTALLED EVERY 10'i:!: (I) w z -...J :::c: CJ I-c( :iE I/ I I I -~~ I~ /_ C) ---.L _j_ ----_i_l_ ,_..;-I I \ CD 0 0 Kennedy/Jenks Consultants Engineers & Scientists 'llccc ,-,F:: IIT 0:lrJff Vii:". SJITF ; :·J '3.011 1:1-C:i!, CA 'JC '' ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H 'NII I Ii,'-'' '-<,Jl~ l'-!)_C_ -1>~,R 0 0 0 0 0 0 0 0 0 0 0 0 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L □ 0 0 F)EC ,! 1 ~IU ' C-29 I 234T I C llY CI"' C j, Ir? I , :~: --l ,;-,, ) -12a I U I _I Ill:' Lll';I '_, 'ii' IMPROVEMENT PLAN FOR: RW P&P, REGENT RD ALIGN F -STA 10+00 TO STA 16+71 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ JIS IR C' U-IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)\i I ---j l)l I l 5208-B 508-6 1251301351401451501551601651301351401451501551601651+002+003+004+005+001501551601651701751801851501551601651701751801855+006+007+008+001651701751801851901952001601651701751801851901952008+009+0010+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINEWWWWWSS4" S4" SWWW4" S4" S4" S4" S12" G10" WWW12" G4" S4" S8" SSEE SHEET C-3110+00EEEES= 0.0637S= 0.0396S= 0.0714S= 0.0796S= 0.0760S= 0.0050HD COUPLINGSTA: 3+59.00IE: 137.17HD COUPLINGSTA: 4+17.10IE: 141.38HD COUPLINGSTA: 7+60.77IE: 167.0145° VERT BENDSTA: 9+37.00IE: 174.50HD COUPLINGSTA: 8+65.84IE: 175.00BOPSTA: 1+89.00IE: 128.602" OUTLETSTA: 1+91.0034S= 0.0606TWHD COUPLINGSTA: 6+70.00IE: 161.51S= 0.0760S= 0.0606HD COUPLINGSTA: 4+40.00IE: 142.33HD COUPLINGSTA: 4+60.00IE: 144.802" ES= 0.0414S= 0.1233EXIST GRADE ABOVEPIPE CENTERLINES= 0.079645° VERT BENDSTA: 9+38.22IE: 175.7345° VERT BENDSTA: 9+17.00IE: 174.4045° VERT BENDSTA: 9+16.14IE: 175.25HD COUPLINGSTA: 9+43.25IE: 175.76S= 0.0050S= 0.9901S= 1.0108S= 0.0050MECHANICALLYRESTRAINALL JOINTSSTA: 8+75.00STA: 9+80.002" BO @STA 1+93.40MECHANICALLYRESTRAINEDLENGTHSTA: 3+40.00STA: 3+85.006"S6"S6"S6"S6"W6"W10"W10"WS8"S18"SD18"SD30"SD8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G1/2"G1/2"GEEEE1/2"GEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTT1+892+003+004+005+006+007+008+009+0010+00RWRW282933RW1+892+003+004+005+006+007+008+009+0010+00RWRW282933RWSALISBURY DRIVE6" RWSEGMENT 5-1ALIGNMENT G60'19'-2"60'10'-4"7'10'BEGIN ALIGN GEND CAP W/ THRUST BLOCKSTA 1+89.00N 2 003 335.43E 6 236 695.93STA 9+03.4190° BENDN 2 003 014.22E 6 237 331.28STA 10+50.2145° BENDN 2 003 127.52E 6 237 424.63STA 10+67.3245° BENDMECHANICALLYRESTRAINEDN 2 003 129.50E 6 237 441.63BRIGHTONROAD6" RWSEGMENT 5-1ALIGNMENT M(SHEET C-40)STA 3+59.4645° BENDN 2 003 262.65E 6 236 850.07STA 3+63.6145° BENDN 2 003 258.74E 6 236 851.4728SOUTHAMPTONROAD14111111STA 2+09.00RESTRAINTSTA 2+89.00FOUND WS @ 4.10HD COUPLINGSINSTALLED EVERY 10'STA 7+87 TO 8+80STA 9+26.4113' 10" AC PIPE REMOVAL REPLACEDWITH 10" C900 AND ROMAC COUPLING8.2'4.8'Alignment Curve TableCurve #28Radius390.00Length92.85Tangent46.64BOC7+87.41EOC8+80.26Alignment Curve TableCurve #28Radius390.00Length92.85Tangent46.64BOC7+87.41EOC8+80.26GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-30MATCHLINE STASEE SHEET C-3110+00INSTALLED EVERY 10'HDC INSTALLED• • • • • • • • • • • • • • • . . • • • • • . . . . . • • • • • • • • • • • • • • • • • • • • • / ..--'. • • • . / • • • 1 ....... ..: ........ , ........ , ..... , ......... i ........ , ........ ~·······~---' ....... ! ....... .:. ........ .:. ... ' ......... , ........ 0 ........ 0 ... ' ......... , ........ , ..... ( ... ' ........ , ........ ~·······~---' ........ , ........ .:. ........ .:. ... ' ........ 1 ....... 0 ........ , ... ' ......... , ........ , ..... , ... ' ........ , ........ ~·······I ... ' ........ , ........ .:. ........ .:. ... ' ......... , ........ C ........ , ... ' ........ , ....... , ..... , ... ' ........ , ........ ~·······-'----: •......... :); ••......... ;; ; •........• ; i+ I ; •••• ; ; + , ........ ;+ • • . · • • · · • • ......... ·•·······•'····'·······•······•' '·······••· J ......... ,, .... ••·········•········''······•········''l' + '········i'·++ • JVi+~d ·+ i·········••+t ' ' ' I I 1... : ________ , ........ , _______ ,____ : ....... -:-------- -:---------:----....... 1 ....... .:. ........ .:.... . ........ ' ........ , ......... ,.... ········-'········ , ...... f... . ....... , ......... , ......... ,.... ······· -'. ....... ·'··············· ········'······· '········••:••·· ········-'········ , ...... I··· ······· ., ........ ·:········I... ······· -'. ....... ·'··············· ·········'········ '········••:••·· ········ 1······· , ...... :···· ........ , ......... , ........ ·'···· / / . 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I I i / V I ·c...i L-I Cl 8 _/ 0 Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,F•• IIT 0:1,Jff VI••"· SJITF ; •-J :i.0J.i r:1-,-_:\1, CA 'JC '' ,'.:~1t,-b /[-/.~:o::::, 'i/.F.\H 'NII I I•:·•• '-<•Jl~ H.>. l>.~,R • . ...•......... • . ·····•········ • • it (,j -'<: -I ---I ----...,.._L 08/06/21 SBK RECORD DRAWINGS ------------n.AF CTH:::R r:i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! 1 ~IU ,,. __ _ C-30 I 235T I C llY CI"' C b., Ir? I , :~: --l .;;, ) -12a I U I _I Ill,' LW•I '_, •:1· IMPROVEMENT PLAN FOR: RW P&P SALISBURY DR ALIGN G -STA 1+89 TO STA 10+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1.: 7·"· __ _ '.)\i I "1 l)l I l 5208-B 508-6 17518018519019520020521021518018519019520020521021510+0011+0012+0013+0014+0020521021522022523023524020521021522022523023524014+0015+0016+0017+0022523023524024525025526022022523023524024525025526017+0018+0019+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINE18" SD8" S6" S3" G2" GSSSSSS18" SDWWWWWW8" WWWWW12" G2" GSSSSS18" SD30" SD2" GSEE SHEET C-3010+00SEE SHEET C-3219+00E10" WEEEES= 0.0606S= 0.0732S= 0.0914S= 0.087045° BEND,ROTATE DOWNSTA: 10+50.21IE: 182.24HD COUPLINGSTA: 11+64.35IE: 184.15HD COUPLINGSTA: 14+71.76IE: 206.66HD COUPLINGSTA: 17+46.00IE: 229.46HD COUPLINGSTA: 17+13.54IE: 228.76HD COUPLINGSTA: 18+34.45IE: 237.15S= 0.09432" OUTLETSTA: 10+29.002" OUTLETSTA: 11+91.00336"x6"x6" TEESTA: 11+01.82IE: 180.506"x6"x6" TEESTA: 14+31.52IE: 203.086"x6"x6" TEESTA: 17+39.95IE: 229.3345456" RWGVSTA: 11+02.826" RWGVSTA: 11+00.8276" RWGVSTA: 14+32.526" RWGVSTA: 14+30.52776" RWGVSTA: 17+38.956" RWGVSTA: 17+40.9577146TTTTMECHANICALLYRESTRAINALL JOINTSSTA: 10+61.00STA: 11+63.00HD COUPLINGSTA: 14+13.46IE: 201.48HD COUPLINGSTA: 13+89.39IE: 200.6345° VERT BENDSTA: 10+94.00IE: 182.66S= 0.0096S= 0.0096S= 0.0354S= 0.0888S= 0.0214TGTEEEETTTEEGTTTTGE45° VERT BENDSTA: 10+96.00IE: 180.4445° VERT BENDSTA: 11+40.00IE: 180.8545° VERT BENDSTA: 11+43.14IE: 184.05S= 1.0192S= 1.1066S= 0.00504" E72" GPROVIDE SANDCUSHIONSTATION EQUATIONSTA BACK: 11+14.41STA AHEAD: 11+16.646"S6"S8"W 8"W 30"SD 30"SD8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S 10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W 10"W 18"SD18"SD18"SD18"SD18"SD18"SD8"S8"S6"S 6"S 8"S8"S8"W8"W8"W8"W8"W 8"W 10"W 10"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2" G 2"G2"G 2"G 2"G 2"G 2"G2"G2"G2"G2"G2"G3"G 3"G 3"G1/2"G1/2"G1/2"G1/2"G24"SD18"SD 18"SD E E EEE10"WEEEEEEEEEEEEEEEE E EEEE E E EE EEETTTT TTTTTTTTTTTTTTTTTT T T T TTTTTT10+0011+0012+0013+0014+0015+0016+0017+0018+0019+00 RWRW29303310+0011+0012+0013+0014+0015+0016+0017+0018+0019+00 RWRW2930336" RWSEGMENT 5-1ALIGNMENT GSOUTHAMPTONROAD60'9'-6"10'60'13'-10"6'-6"CARNABY COURTDORCHESTERPLACESTA 10+50.2145° BENDN 2 003 127.52E 6 237 424.63STA 10+67.3245° BENDMECHANICALLYRESTRAINEDN 2 003 129.50E 6 237 441.63STATION EQUATIONSTA BACK: 11+14.41STA AHEAD: 11+16.6445° BENDMECHANICALLYRESTRAINEDN 2 003 165.90E 6 237 471.51STA 11+33.6945° BENDMECHANICALLYRESTRAINEDN 2 003 182.85E 6 237 469.696" RWSEGMENT 5-1ALIGNMENT M(SHEET C-40)PONTIACDRIVE6" RWSEGMENT 5-1ALIGNMENT H(SHEET C-35)SOUTHAMPTONROADST GEORGECOURT6" RWSEGMENT 5-1ALIGNMENT I(SHEET C-36)30316'-6"6"x6"x6" TEESTA 11+01.82 =STA 0+97.30SEG 5-1, ALIGN MN 2 003 156.16E 6 237 463.526"x6"x6" TEESTA 14+31.52 =STA 1+00SEG 5-1, ALIGN HN 2 003 447.50E 6 237 591.876"x6"x6" TEESTA 17+39.95 =STA 1+00SEG 5-1, ALIGN IN 2 003 726.85E 6 237 703.57717174541465STA 17+57.5645° BENDN 2 003 739.46E 6 237 714.51STA 17+53.2545° BENDN 2 003 735.19E 6 237 713.9311STA 11+27.1120' 10" AC PIPE REMOVAL REPLACEDWITH 10" C900 AND ROMAC COUPLING29STA 12+25 TO 13+40HD COUPLINGSINSTALLED IN 5'INCREMENTSSTA 14+03.0013' 8" AC PIPE REMOVALREPLACED WITH 8"C900 AND ROMAC COUPLINGHD COUPLINGS INSTALLEDEVERY 5' 15+74 TO 17+44HD COUPLINGSINSTALLED EVERY5' 15+74 TO 17+4417'3'Alignment Curve TableCurve #RadiusLength TangentBOC EOC293031272.76256.50260.02136.69186.55274.1869.8197.62151.3912+12.6315+66.7017+57.5613+49.3217+53.2520+31.74GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-31MATCHLINE STASEE SHEET C-3010+00MATCHLINE STASEE SHEET C-3219+00INSTALLED EVERY 5'HDC INSTALLEDINSTALLED EVERY 5'INSTALLED EVERY 5'/ ,, I/ ~ :::...;;. I·•· ·····•······✓/C·•·· · •1·•••··· ·:·· ·•· ···:···:· I~ U)l······i······i·······I: 7 I ·/,,,, • • : + • • : • • i•·········::: I W ~~...LL~-f-----M~!H--+--+E==~i1~:=___--+----------+-------+--+r--....2:~t---'--1--~~--------,---------,---=ct~~1t:ir'----i-----IIITI~ ~ 1, 1·•····•·1 11:·~dt::f-:'.::E::::.:a Ir······•··· ·········i··I 11111• : N6······· I : • •·········'··· •···•·········• • +·····•·······. •······•······ • •········•···· I IU~.~ ... :········••··········:········•·' :············••······:I···········.•····················•·.•·······················.·•·····························•················ ; ~ i ·lf=±::::==l ~ ' I II -I I I I /1 I½ 1 I i;fj 0 ---·-=~~2d~Qc~NC~=-d? --"' ---=--J.~ ---_, . = -I I I CD == --.-··~C~;N~·~==--·~.~~~"7"-~~~~\/ ) -_:_ ~·---'\ . . ' \ l\7>-'--fl--' r / ~ / ,/4 co • I .·· / lt,-lr,41 I t '-"7 I . .,. • ~n,. ! II J I I ~ Kennedy/Jenks Consultants Engineers & Scientists •l1ccc <,Fi: IIT 0:1,Jff Vii:". SJITF ; :·J :i.0J.i 1:1-C.:i!, CA 'JC '' ,'.3::::ii::'.,-b /[-11~, 'i/.F,\H '.'ill I 1:.::: '<"•Jl~ H.> .. )c~,R 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 0 F)EC ,! 1 ~IU ,,. __ _ ' I 236T I C llY CI"' U I _I Ill:' IMPROVEMENT PLAN FOR: C-31 C j_ Ir? I . :~: -l ,/\,, ) -12a I Ul·;I'., 'ii• RW P&P SOUTHAMPTON RD ALIGN G -STA 10+00 TO STA 19+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,c:=cp [D DY: TF -:F:\ '.)\i I ---j JIS IR C' U•.IC lllck l)l I l [i\'1,I[\ OY: ---n.AF 'ITl,'.\.I r::A-F 1-JTli',I i:-f--,T1 R'r CTH:::R r=i:::F:C\i,\L ;:_c;:-:r-PTIT.1 P \i\\f_: ->', ---5208-B 508-6 24024525025526026527027528024525025526026527027528019+0020+0021+0022+0023+0024+0025+0026+0023524024525025526026527023023524024525025526026527026+0027+0028+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINE12" G12" G12" G2" GWWW6" W10" W2" S2" S8" S6" SSEE SHEET C-3119+00SEE SHEET C-3328+00SEEES= 0.0943S= 0.0925S= 0.0913S= 0.0346S= 0.0757S= 0.0803S= 0.0833S= 0.0503S= 0.0355S= 0.0148HD COUPLINGSTA: 19+20.27IE: 245.25HD COUPLINGSTA: 19+53.30IE: 248.00HD COUPLINGSTA: 21+44.33IE: 266.65HD COUPLINGSTA: 21+69.89IE: 267.93HD COUPLINGSTA: 22+49.57IE: 270.69HD COUPLINGSTA: 23+25.46IE: 269.57HD COUPLINGSTA: 23+84.00IE: 267.50HD COUPLINGSTA: 24+93.23IE: 258.722" OUTLETSTA: 21+58.8736"x6"x6" TEESTA: 25+50.87IE: 253.17645S= 0.07576" RWGVSTA: 25+51.876" RWGVSTA: 25+49.8777THD COUPLINGSTA: 19+80.01IE: 250.47HD COUPLINGSTA: 20+00.00IE: 253.47S= 0.1498HD COUPLINGSTA: 25+10.00IE: 256.26HD COUPLINGSTA: 25+85.00IE: 250.59HD COUPLINGSTA: 26+00.13IE: 250.50S= 0.0058S= 0.14662" E2" E2" EEXIST UTILITIES:1" T, 12" G, 2" E, 1" TEXIST UTILITIES:1" T, 2" E, 1" T,12" GEXIST UTILITIES:4" E, 4" E, 2" G,2" T, 2" T8"S8"S8"S10"W10"W10"W10"W10"W10"W10"W10"W8"S8"S8"S8"S6"S6"S6"S6"S6"S8"S8"S 8"S18"SD18"SD18"SD 18"SD 6"S6"W8"W8"W8"W8"W8"W8"W 6"S6"S10"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G 2"G 2"G2"G1/2"G1/2"G1/2"GEEEEEEEEEEE EEEEEEEE E EEEEEEEETTTTTTT TTTTTTTTTTTTTTTTTT 19+0020+0021+0022+0023+0024+0025+0026+0027+0028+00 RWRW 3132 33 19+0020+0021+0022+0023+0024+0025+0026+0027+0028+00 RWRW 3132 33 SOUTHAMPTON ROAD6" RWSEGMENT 5-1ALIGNMENT GSOUTHAMPTON ROAD60'9'-8"10'60'12'-4"6'-10"CARNABY COURTTRAFALGARLANE6" RWSEGMENT 5-1ALIGNMENT J(SHEET C-37)3132333434 WINDSORCT6"x6"x6" TEESTA 25+50.87 =STA 6+62.91SEG 5-1, ALIGN JN 2 003 674.66E 6 238 479.156'-7"17654STA 17+53.25N 2 003 735.19E 6 237 713.93HD COUPLINGSINSTALLED EVERY5' 15+74 TO 17+44HD COUPLINGSINSTALLED EVERY 5'STA 17+44 TO STA 20+30HD COUPLINGSINSTALLED EVERY 10'STA 21+44 TO STA 22+45HD COUPLINGSINSTALLED EVERY 10'STA 24+77 TO STA 25+48HD COUPLINGSINSTALLED EVERY 5'STA 25+48 TO STA 28+62HD COUPLINGSINSTALLED EVERY 5'STA 25+48 TO STA 28+62 STA 25+2213.60' 6" AC PIPE REMOVALREPLACED WITH 6" C900 AND ROMAC COUPLINGS3.8'9.8'2.9'10'STA 25+7012.90'' 10" AC PIPE REMOVALREPLACED WITH10" C900 ADN ROMAC COUPLINGS31323334260.02290.00334.91258.90274.18105.2470.96313.72151.3953.2135.61179.3617+57.5621+44.3324+77.7525+48.7020+31.7422+49.5725+48.7028+62.4231323334260.02290.00334.91258.90274.18105.2470.96313.72151.3953.2135.61179.3617+57.5621+44.3324+77.7525+48.7020+31.7422+49.5725+48.7028+62.42Alignment Curve TableCurve #RadiusLength TangentBOC EOCAlignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-32MATCHLINE STASEE SHEET C-3119+00MATCHLINE STASEE SHEET C-3328+00INSTALLED EVERY 5'HDC INSTALLEDINSTALLED EVERY 10'INSTALLED EVERY 10'INSTALLED EVERY 5'\ . . . . • . • . . . . . .------,.,.--.--• . . . . . . . . . . . . . ........•....... · ................ ········•··· ................ ........ ................ ............ . .......•....... · · .........•....... ········•····· ·•········•······· · / _..-........ . ..................... I'( ········•··· ........•....... · 1 ..____ "'-c :~ I t ....... I'·············· • i 1······•i i······ ·•·········ii·•····.• I·········•········· •·············· • I ···········•• • .• •·········••··· I .•........ · •........... · •... , .... · •.......... • •.............. , •........... 'Ji./ ·· •.. , .... · • ....... • •................. , •.... , • ··········"-' ···I••·., 11.• •·········••••,•• 1·······•········•••····•··········•••···•·· I·········••···•·······•• •·······•········••1····•··········•••···•·· •·········!•· I 1-------1 .... : ....... : : .... ; ........ : : ····I······· : : ····:······· .: : .... : ............... 1 ....... 1 .... : ... /. • .......•• ' • • • •..... ,• ,, ••..•....... •.··7'.1"-·•'·•• .. ··. ···········••1••1 .... ·•·········••··· •·········••••. + •·········•···••····•·•········••1•• •·········•••• .. •·········•·· I • • • / • .L---B-. '<. 1-------..... :········ ······:······· ·;········:··· --=--I 6 I / CJ ·1 l <.J c:, 7 Q . (, I <.J ' \ I / ............ :········:··· ............ :········:··· ............... 1········ :··· ······:······· ·:········:··· ............ :········:··· ............ :········:··· ............... :········ :··· I T CD Kennedy/Jenks Consultants Engineers & Scientists 'lie cc ,-,p, IIT 0:1,Jff VI'•:". SJITF ! :·J :i,0J.i r:1-,-,:/1, CA 'JC '' ,'.:~1t,-b /[-, _::O::::, 'i/.F,\H '.'ill I 1,,,,,: '<",Jl~ H.>. l>.~,R I I 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 0 0 F)EC ,! I ~IU ,,. __ _ CA C-32 I =3~7T I C llY CI"' l'il.lr'I '' 't,, ) -12a I ,' \, , '-".,1 ----:1 U I _I Ille' Lll'!I'_, ,:1· IMPROVEMENT PLAN FOR: RW P&P SOUTHAMPTON RD ALIGN G -STA 19+00 TO STA 28+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.C:TPTD DY: TF0:F:\ JIS IR C' U·IC Jilek [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)"-/I----j l)l I l 5208-B 508-6 17017518018519019520020517017518018519019520020533+0034+0035+0015015516016517017518018514515015516016517017518018535+0036+0037+0021021522022523023524024525021522022523023524024525028+0029+0030+0031+0019019520020521021522022519019520020521021522022531+0032+0033+00EXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINE18" SD18" SDWSWWWSSSS18" SD2" GWWWWSSSSSEE SHEET C-3437+00SEE SHEET C-3228+00ES= 0.0757S= 0.0849S= 0.0850S= 0.1103S= 0.0852S= 0.0807HD COUPLINGSTA: 28+62.42IE: 230.64HD COUPLINGSTA: 32+61.76IE: 196.72HD COUPLINGSTA: 33+45.00IE: 187.53HD COUPLINGSTA: 34+85.79IE: 175.54HD COUPLINGSTA: 36+80.83IE: 158.872" OUTLETSTA: 28+32.006"x6"x6" TEESTA: 30+56.38IE: 213.506"x6"x6" TEESTA: 35+00.49IE: 174.753HD COUPLINGSTA: 35+06.49IE: 174.4245456" RWGVSTA: 30+57.386" RWGVSTA: 30+55.38776" RWGVSTA: 35+01.4976" RWGVSTA: 34+99.497S= 0.0538TTHD COUPLINGSTA: 30+37.02IE: 215.81HD COUPLINGSTA: 30+46.38IE: 214.35HD COUPLINGSTA: 30+66.38IE: 212.65HD COUPLINGSTA: 30+75.85IE: 212.51S= 0.0148S= 0.0849S= 0.1558HD COUPLINGSTA: 35+18.00IE: 173.14S= 0.1113RELOCATEWATER LATERALWE2" GWTT4" E4" ES= 0.0850S= 0.1103S= 0.087721"SD8"S8"S8"S8"S8"S8"S8"S8"S8"S21"SD21"SD18"SD18"SD18"SD18"SD8"W8"W8"W8"W8"W8"W8"W8"W8"W8"S8"S8"S8"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"GEEEEEEEEEEEEEETTTTTTTTTTTTT28+0029+0030+0031+0032+0033+00RW32328+0029+0030+0031+0032+0033+00RW323SOUTHAMPTONROADPICADILLY COURT6" RWSEGMENT 5-1ALIGNMENT G60'13'-2"6'-6"60'CHELSEACOURT6" RWSEGMENT 5-1ALIGNMENT K(SHEET C-38)3434356"x6"x6" TEESTA 30+56.38 =STA 6+16.49SEG 5-1, ALIGN KN 2 003 244.95E 6 238 652.376'-9"7'-1"1754HD COUPLINGSINSTALLED EVERY 5'STA 25+48 TO STA 28+62HD COUPLINGSINSTALLED EVERY 5'STA 30+53 TO STA 32+6124"SD24"SD24"SD21"SD21"SD21"SD8"S8"S8"S8"S8"S8"S8"S8"W8"W8"W8"W8"W8"W8"W8"W6"W8"W8"S8"S2"G2"G2"G2"G2"G2"G2"G2"G2"G2"GEEEEEEEEEEEEETTTTTTTTTTTT33+0034+0035+0036+0037+0033+0034+0035+0036+0037+00SOUTHAMPTON ROAD6" RWSEGMENT 5-1ALIGNMENT GCHANCERYCOURT60'13'-11"6'6" RWSEGMENT 5-1ALIGNMENT L(SHEET C-39)377'-1"6"x6"x6" TEESTA 35+00.49 =STA 4+97.10SEG 5-1, ALIGN LN 2 002 882.55E 6 238 415.491754STA 36+16.5811.25° BENDN 2 002 797.36E 6 238 336.621HD COUPLINGSINSTALLED EVERY10' STA 36-58 TOSTA 38+013435258.90307.54313.72207.88179.36108.0925+48.7030+53.8828+62.4232+61.76Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-33PLAN2001"=40'4060MATCHLINE STASEE SHEET C-3228+00MATCHLINE STASEE RIGHT32+50MATCHLINE STASEE LEFT32+50MATCHLINE STASEE SHEET C-3437+00INSTALLED EVERY 5'HDC INSTALLEDINSTALLED EVERY 5'~ U) w z -...J :::c: CJ I-<( :iii: \ :..---"----' ' "' \ i I I I I ~ I I I I \ I I I I -I I I 1 'I -" ~ NO:Y CD ----=-N~-------fltr,i;r---,y---,--'vo"'---,..__ ,,,,,,, cv I \ I ) I I I \ I I I \ \ -----CD I I ' (_) I (( is -. I ~ u -------------Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,F:: IIT 0:1,Jff Vii:". SJITF ; :·J c;,,J.I r:1-,-_::1, CA 'JC '' ,'.3::::ii::'.,-b /[-11~, 'i/.F,\H '.'ill I Ii,'-'' '<"•Jl~ l'-!)_C_ -1>~,R ~ U) w z -...J :::c: CJ ~ :iii: I I ---=== 08/06/21 SBK RECORD DRAWINGS □ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F)EC ,! 1 ~IU ,,. __ _ C-33 I 238T I C llY CI"' C j-Ir? I , :~: --l ,/\,, ) -12a I U I _I Ill:' Lll'il'_, 'ii' IMPROVEMENT PLAN FOR: RW P&P SOUTHAMPTON RD ALIGN G -STA 28+00 TO STA 37+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ '.)\i I ---j JIS IR C' U-IC lllck l)l I l [i\'1,I[\ OY: ---n.AF 'ITl,'.\.I r::A-F 1-JTli',I i:-f--,T1 R'r CTH:::R r=i:::F:C\i,\L ;:_c;:-:r-PTIT.1 P \i\\f_: ->', ---5208-B 508-6 12513013514014515015516016512513013514014515015516016537+0038+0039+0040+0041+00EXIST GRADEABOVE PIPECENTERLINESSSSSS2" G10" WSEE SHEET C-3337+00E18" SDS= 0.0899S= 0.0680HD COUPLINGSTA: 38+01.39IE: 149.09HD COUPLINGSTA: 39+44.24IE: 136.24EOPSTA: 40+76.30IE: 127.0032" OUTLETSTA: 39+90.572" OUTLETSTA: 39+85.00346" RWGVSTA: 40+75.307S= 0.0812TS= 0.005022.5° VERT BENDSTA: 40+30.42IE: 130.92S= 0.420022.5° VERT BENDSTA: 40+39.31IE: 127.18EXIST UTILITIES:1 12" T, 4" E, 4" E,1 12" T, 3" GHD COUPLINGSTA: 40+21.84IE: 130.97S= 0.00508"W8"W30"SD36"SD24"SD24"SD24"SD24"SD8"S8"S8"S8"S8"S8"S8"W8"W8"W8"W8"W8"W6"W6"W6"W6"W6"W8"S8"S10"W10"W10"W10"W3"G3"G3"G3"G2"G2"G2"G2"G2"G2"G18"SD30"SDEEEEEEEEEETTTTTTTTTT37+0038+0039+0040+00RWRW34333337+0038+0039+0040+00RWRW343333SOUTHAMPTON ROAD6" RWSEGMENT 5-1ALIGNMENT G60'18'-5"1'-7"END ALIGN G6"x6"x6" TEESTA 40+76.30 =STA 7+95.58SEG 5-1, ALIGN MN 2 002 648.99E 6 237 906.43(SHEET C-39)6" RWSEGMENT 5-1ALIGNMENT M(SHEET C-40)PONTIAC DRIVE37174STA 38+08.77HD COUPLINGN 2 002 712.24E 6 238 166.32STA 38+31.57HD COUPLINGN 2 002 705.45E 6 238 144.56HD COUPLINGSINSTALLED EVERY10' STA 36-58 TOSTA 38+017.7'2.8'STA 40+5610.50' 10" AC PIPE REMOVAL REPLACEDWITH 10" C900 AND ROMA COUPLINGSAlignment Curve TableCurve #RadiusLength TangentBOC EOC37 356.25 142.81 72.38 36+58.58 38+01.39GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-34MATCHLINE STASEE SHEET C-3337+00INSTALLED EVERY 10'HDC INSTALLED~ u, 1.: ........ : ......... \ ....... ,,: ......... , ......... ,,1,,, •......... ,,,. II·'·· ... , ... ····•· ...... , "-:''1 ; · ' 1 I w l••·•········•·•········••·········••·······•·I••········••·········•••:.: II' ·• •• • "'-"•' · •• ~l--------'--------,--l------'--------'-----Hl-'------~""2"._...-+-,H----H--+-=----==-~W-------i ...J ::c 0 1••·········•········•'·•··········•·········•'•·········1''''·········''''········· II'·········••·········• •··········•·········•··········• 1·······", c· ·•· ··· ···..i !;;: 1,...,..::1,,,,.,, ···•I'·•·· ·•· ••. ·• ·I I :ii: \ \ . <.J . " <.J ----------CD 0 0 I I I II I I 1// I I I I · I I Ii' i I I I I I I \ \ I C ,I I I Kennedy/Jenks Consultants Engineers & Scientists •i1,S.c CP. IIT 'IIDff ·p1··:". SJITF ;. :') SAN ~I CA 97·~~ ,:~1t,-ti /[-/.~:o::::, 'i/.F.\H •NI I I I::.• • '<,Jl~ f'.!IC!IC~cR Q , 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F;EC ,! 1 ~IU fs: =-\ii l \V=-U tj Y: I 539T I C llY CI"' U I _I Ill,' IMPROVEMENT PLAN FOR: C-34 C j. Ir? I . :~: -l ./\., ) -12a I Lll';I '., -:1· RW P&P SOUTHAMPTON RD ALIGN G-STA 37+00 TO STA 40+77 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.CTP [[I DY: TF ·!Fl\ :,'ii '1 JIS IR C' U•.IC lllck l)l I l [l\",1[\ 0'{; ---n.AF 'ITl,'.\.I r::A-F 1·.J Tli',I i:-f-r-'i R'r CTH:::R r=i:::F:C\i,\L LC'.-TPTIT.1 P\i\\f_: 7·"·: --5208-B 508-6 1952002052102152202252302351952002052102152202252302351+002+003+004+005+006+00EXIST GRADE ABOVEPIPE CENTERLINE18" SD18" SD2" GS= 0.0287S= 0.0679HD COUPLINGSTA: 2+64.24IE: 211.76HD COUPLINGSTA: 1+39.35IE: 203.28EOPSTA: 5+70.53IE: 220.55BOPSTA: 1+00.00IE: 203.082" OUTLETSTA: 5+59.003646" RWGVSTA: 1+01.007HD COUPLINGSTA: 4+30.00IE: 216.51HD COUPLINGSTA: 5+22.00IE: 217.90S= 0.0147S= 0.0545S= 0.0050EXIST UTILITIES:2" E, 2" E, 4" E,5x T, 2" E, 1 12" E,2" E, 2" EEXIST UTILITIES:2" T, 1" T, 4" E, 2" GEXIST UTILITIES:3x 14" T, 2" E, 2x 34" T8"S 8"S 10"W 10"W 10"W18"SD 18"SD 18"SD 8"S8"S8"S8"S 8"S 8"S 8"W8"W8"W8"W8"W 8"W 8"W 2"G2"G2"G2"G2"G2"G 2"G 2"G 2"G 2"G 2"G 1/2"GE E EEEEE E TT T TT T TTTT T T T 2+003+004+002+003+004+00DORCHESTERPLACE6" RWSEGMENT 5-1ALIGNMENT H44'44'5'-6"10'8'-3"7'-6"SOUTHAMPTON ROADSTA 2+25.1322° BENDN 2 003 459.33E 6 237 471.11BEGIN ALIGN H6"x6"x6" TEESTA 1+00.00 =STA 14+31.52SEG 5-1, ALIGN GN 2 003 447.50E 6 237 591.87STA 1+37.7145° BENDN 2 003 443.79E 6 237 557.15STA 1+23.3845° BENDN 2 003 451.95E 6 237 568.92STA 2+46.7045° BENDN 2 003 470.99E 6 237 452.976" RWSEGMENT 5-1ALIGNMENT G(SHEET C-31)17411116"S6"S6"S8"S8"W8"W8"W8"W8"W2"G2"G2"G2"G2"GEEEETTTTTT4+005+00RW3534+005+00RW353DORCHESTER PLACE6" RWSEGMENT 5-1ALIGNMENT H44'5'-6"10'44'5'-10"10'END ALIGN HSTA 5+70.53END CAP W/ THRUST BLOCKN 2 003 776.00E 6 237 509.763816HD COUPLINGSINSTALLED EVERY 5'STA 3+14 TO STA 4+50AVARSTA 5+82Alignment Curve TableCurve #38Radius190.00Length135.42Tangent70.73BOC3+14.86EOC4+50.27GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-35PLAN2001"=40'4060MATCHLINE STASEE RIGHT4+00MATCHLINE STASEE LEFT4+00INSTALLED EVERY 5'HDC INSTALLEDI, --==--~~=-~ _I. =-'\ --: • • • : : . : : : : : . : . : . : : . . : • • • • • • • . • • • . • • • . . . . . . . : • : : : : : • • • : • • . • . • . • . • . • . • • • •· , • • • : : : : . , : ' : : • • : • • • : • . • . . . : • : • . • • . • • 'r-\ : • • . : : : • . : : : ' . . : . • . _j.--_,, I : ,;.,-. : • / • • . , • • ..... , ....... '········1···· .......... :········:··· ............. : ......... : ...... . 1··· ..... , ...... t·······=··· ........... : ........ :... . .......... :········:··· ................ :········ :··· ..... , ....... :········1··· ........... :········:··· ........... : ........ : ...... . r·· ...... , ....... ·:········ :··· ····· ······· :········ :··· ······ ······ :········ :··· ···· ····· ······ :········ :··· ...... , ....... ·:········ r·· ····· ······· :········ :··· ······ ······ :········ :··· ···· ' ...... . . . . .. ' ...... ........ . ... . .... . ..... ' •.... """"' """ ' ...... . . ..... . :········' . .. ' • • ..... ........ ...... ----: ....... . 1........ :........ ; ..... :.. : ........ : ........ : ..... 1········ : ............ : ............. : -----: ' ' ' ' ' : : / : ..... :.. : ........ : ........ ; .... . ' -············=···········~ \.-~ .,. : ..... :.. : ........ : ........ : ..... .,,.. -............ : ............. : ... . : --_.1-. • :········:·········= .... ....... ,: : : : ····:··· :····· .... : ..... :... : .... : ....... ,: : ....... ,.... : ·····:·· :···· • • : • ) ) . : ...... , .. • : ....... : • • • . . : .... , .. , . • . • . ) . .... I········ : ............. , ............. :···· I"' ,... i1 ..... ;""" · ;"" ... i· · • ,... I>"./ l// :I./ ....... ........ : ..... . I"" ,.... .. .. , ....... , "" ..... 1········· ...... ................. . ... . 1·········' : ...... ............ : ..... . .... , ....... ,: : ....... • • • • • • 1········' : ..... ········:···· : ..... . ' .... , ....... ,. . .... , .. , • • • • • • • • ) ) ) ) ' : . 1········' : ..... ·······:···· : ..... : • : • : • • • ) ) ) ) ' . . .... ..... ... ..... , ........ , ..... , ....... , ..... . .... ........ . .... . ..... ) ... .. ..... ,: • • . .. ....... ,. • • ) ) , ....... ,: • : ) . ... : • ) .... ... , ... ,. ·····=·· ... , .. ,.,. ·····=······ .. , .. ,., ., ... =····· ... , .. ,. ·····:· ., .... , ... ,. ·····:····· ... , .. ,.,. ·····=·· , ..... , , ....... ,: : ....... :....... I"· :.. ..... , ..... ··: : ...... , ....... ,: : . . . : . : . : \ -\ N J I . ~I a I I C) C) -p 0 I ----I C) I ~ I •. I ci I 9 C) \ Kennedy/Jenks Consultants Engineers & Scientists 'llccc ,-,P. IIT 0:1,Jff VI•:". SJITF · .J c;,,J.I r:1-,-,:\1, CA 'JC '' 'i/.F,\H 'NII I 1::::, '-<,Jl~ H.> .. 1c~,R 0 0 0 0 0 0 0 0 0 0 0 0 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L □ 0 F)EC ,! 1 ~IU ,,. __ _ CA C-35 I 240T I C llY C l"1 l'il.lr'I ;, '~ ) -12a I ,' \, , ,._ ".,1 --:1 U I _I Ill,' Ul·•I'_, •:1· IMPROVEMENT PLAN FOR: RW P&P DORCHESTER PL ALIGN H -STA 1+00 TO STA 5+71 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.CTPTD DY: TF':F:\ JIS IR C' U·IC lllck D\''.11\ OY: ---(~f--,T1 R'r P\i'//1.: 7·"· __ _ '.)'-/ 1--j l)l I l 5208-B 508-6 2202252302352402452502552602202252302352402452502552601+002+003+004+00EXIST GRADEABOVE PIPECENTERLINE18" SD8" SS= 0.0052S= 0.0642HD COUPLINGSTA: 2+08.13IE: 232.6045° BEND,ROTATED UPSTA: 1+63.28IE: 231.02BOPSTA: 1+00.00IE: 229.33EOPSTA: 3+81.62IE: 243.752" OUTLETSTA: 3+80.623646" RWGVSTA: 1+01.007S= 0.03531TS= 0.005222.5° VERT BENDSTA: 1+34.73IE: 229.5122.5° VERT BEND,ROTATED DNSTA: 1+38.01IE: 230.894" E10" WTS= 0.4205MECHANICALLYRESTRAINALL JOINTSSTA: 1+20.00STA: 1+50.008"S8"S8"S8"S10"W10"W10"W10"W18"SD6"S6"S6"S6"S8"W8"W8"W8"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G18"SDEEEEEEEEEEEEETTTTTTTTTTTTT2+003+00RW3632+003+00RW363CARNABY COURT6" RWSEGMENT 5-1ALIGNMENT I44'-2"5'11'SOUTHAMPTONROADEND ALIGN HSTA 5+70.53END CAP W/ THRUST BLOCKN 2 003 776.00E 6 237 509.76BEGIN ALIGNMENT I6"x6"x6" TEESTA 1+00.00 =STA 17+39.95SEG 5-1, ALIGN GN 2 003 726.85E 6 237 703.57END ALIGNMENT ISTA 3+81.62END CAP W/ THRUST BLOCKN 2 003 560.92E 6 237 920.866" RWSEGMENT 5-1ALIGNMENT G(SHEET C-31)117STA 1+38.0122.5° BENDN 2 003 696.78E 6 237 726.80STA 1+63.2845° BENDN 2 003 672.29E 6 237 733.066417.2'5.8'STA 1+2213' 10" AC PIPE REMOVALREPLACED WITH 10"C900 AND ROMAC COUPLINGSGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-36• • • • • • • • : : : : : : : : . . : • . : : • • • • . : • • • • • • • • • • • : • . : . : : : • . : : . : : • . • • : • • • . • . • • • • • . : : : : . . : • : : . . : , .. , : r\ : . • ' • • ., : . • • • • • • • • • I : : : : : • : : . .... : ....... :... : ... . .... : ....... : ........ 1 ... . . ........... , ......... , .. . .................................. .... , : ........ :,.,. , .... ,. : .... , .. , , .. , , .... , .......... ,., , ... . .... , : ........ :,., .. , , ... , ... , 1 ... ,., ;,., , .. , ... , ... , ........ , : ........ :,.,. . ... , .... , : ........ , .. , , .... , .... ,. , .... , .. , :,., , ... , .... , , .... , . : : 1---~ T -----, _______ = ------=---..... ...... :········:··· ........... , ........ : ................... , ........ , .. . ..... , ....... :········I··· ........... :········:··· ........... : ........ : ........... . • . I··· ····· ······ ·:········:··· ····· ······· :········:··· ······ ······ :········'··· ···· ····· ······ :········ :··· ······:······· ·:········1··· ····· ······· :········:··· ······ ······ '········'··· ···· ···· ~)/) ' , • I .~4 0 Kennedy/Jenks Consultants Engineers & Scientists 'llcS.c CP. IIT '!IDff -p1::0• SJITF · .J SAN ~I CA 97·~~ 'i/.F.\H •NI I I I:.:: ' 1<,Jl~ HC!IC~cR Q , 08/06/21 SBK RECORD DRAWINGS U.'°' L lf··-111 A_ n.AF 0 0 0 0 0 0 0 0 0 0 0 0 □ F;EC ,! 1 ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: C-36 I 54~1T I C llY CI"' C j_ Ir? I . :~: --l .t:, ) -12a I U I _I Ill,: Ul·;I'_, '/I· IMPROVEMENT PLAN FOR: RW P&P CARNABY CT ALIGN I-STA 1+00 TO STA 3+82 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.CTP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [l\",1[\ 0'{; ---(~f-11 R·r P\i'//1.: 7\/ __ _ '.)\! I -, l)l I l 5208-B 508-6 2452502552602652702752802852452502552602652702752802853+004+005+006+007+00EXIST GRADEABOVE PIPECENTERLINE30" SD2" G8" S6" W2" WS= 0.0287S= 0.0724S= 0.1252S= 0.1382HD COUPLINGSTA: 3+71.71IE: 270.7390° BEND,ROTATE DNSTA: 4+66.00IE: 263.90HD COUPLINGSTA: 4+97.71IE: 259.93EOPSTA: 6+62.91IE: 253.17BOPSTA: 3+35.00IE: 275.80HD COUPLINGSTA: 6+47.00IE: 255.11S= 0.12202" OUTLETSTA: 3+58.003646" RWGVSTA: 6+61.9171T4" E4" ETHD COUPLINGSTA: 5+07.70IE: 259.38HD COUPLINGSTA: 6+35.34IE: 255.71S= 0.0547S= 0.05168"S8"S8"S8"S8"S6"S6"S8"S8"S18"SD8"W8"W6"W6"W6"W6"W6"W6"W10"W10"W10"W2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"GEEEEEEE EEE E ET TTTTTTTTTTTTT4+005+006+00RW3734+005+006+00RW373TRAFAL G A R LANE BUCKINGHAM LANE6" RWSEGMENT 5-1ALIGNMENT JSOUTHAMPTONROAD44'11'-3"4'-9"44'8'-10"7'BEGIN ALIGN JSTA 3+35.00END CAP W/ THRUST BLOCKN 2 003 874.73E 6 238 390.60END ALIGN J6"x6"x6" TEESTA 6+62.91 =STA 25+50.87SEG 5-1, ALIGN GN 2 003 674.66E 6 238 479.15STA 4+66.0090° BENDN 2 003 865.63E 6 238 521.286" RWSEGMENT 5-1ALIGNMENT G(SHEET C-32)39171641HD COUPLINGSINSTALLEDEVERY 5' STA5+24 TO STA 5+805.8'7.2'STA 4+82.6013' 6" AC PIPE REMOVAL REPLACEDWITH 6" C900 AND ROMAC COUPLINGSAlignment Curve TableCurve #39Radius215.00Length56.63Tangent28.48BOC5+24.27EOC5+80.91GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-37INSTALLED EVERY 5'HDC INSTALLED• • ,,,,...... • • • • • • -1...,/ -; ; -; ; ; • • • • • • • • ; • ; • ; • • • • -; n-• ; • • • • -...... -• --; _, '--• • ; • • • -' • --; ; ; • • • • " . ; -......__ -• • • • ,, -·~ • -......_ • • • • ' . • ~ • ' -; ' ; ; -; • • ~ • • ' ; • • ' . ; • -~-• " ' ,-; ; ; ; • • • . ~. • ' • I _, • • ·""-" ., 1--y I -; ; • • • • 1"....._ • ., 1/ I -; -; -'-.;: ·0--; " ' ; • • • • "-0 • . K. • • ; ; • ; • ; • 'N ' • . .......,. --• ; • ; • ' ...... ! ., . ..... ' -----t -----; ; ' • ----·-----------·------------------·---------------------------------·------------------; ; ; . , ... • • • I ! • • • • .... • • ---' ----------------' ----------------------------------~~ ----:--------! -• -• ! . -...;::::::-__ • • • -~ -; ; ; ; --• -• -• • • • ----; -; -; ; ; ; • • • • • • • -• ; • ; ----• -• -• • • • -----------------------' ----------------------------------------------------! ; ; ! ! -• -• -• • • • -• -• • • -----------------·--------·-----' --------------·---------------------------------· ------------·-------------; • • 0 co c;, > • • • ; ; -• • • • • • • • • • • • • • • • • • • • ; ; • • ; ; • • ; I n • • ; ; ; • • • • • • . ' • ' ~: ....... i ····••❖ ..... ,/ ' ....._r--·"'._ ! -------' ----------: : : . : ........ ; ........ ,;.. .., .... , ... , . ---' ---I ~ A, () • --• .._._ : .... --------------------' ---------------------------• • • ·=---; ; ; -.;;:,., -.:::: :--• • "'-!;>_ ; : .. ~ ; • ___/ ~· • ' ; ; ; • • • ----------------------------------------------; ; • • • • ----·---------------------------· -------------00 / V_ , S'-\' -'--'.&_fr_ -\\ ~ . -.1'' ~ ==--= .. Kennedy/Jenks Consultants Engineers & Scientists ,,,,sc CFi-, IIT '!IDff ·p1•,_;•_ SJITF -,J 5_0J.1 cl CA -r ;; 'i/.fo\H 'NI I I I;,'-' ' '<,Jli l--!IC\)Ci,R Q ' 0 0 0 0 0 0 0 0 0 0 0 0 08/06/21 SBK RECORD DRAWINGS n.AF □ 0 F;EC ,! 1 ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: CA C-37 I 542T I C llY C l"1 c /}_ Ir' 1 • , ' ,;,,, ) -12a I \, , '-".,i ----:1 U I _I Ill,' Ul·;I'_, •;1-IMPROVEMENT PLAN FOR: RW P&P, TRAFALGAR & BUCKINGHAM LN ALIGN J-STA 3+35 TO STA 6+63 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t,CTPTD DY: ffC!fl\ JIS IR C' U·IC lllck [l\",1[\ 0'{; ---i:-f-11 R'r P\i'//1_: 7\/ __ _ '.)"-/I----j l)l I l 5208-B 508-6 2052102152202252302352402452052102152202252302352402451+002+003+004+005+006+007+00EXIST GRADE ABOVEPIPE CENTERLINE8" W8" S2" GS= 0.0053S= 0.0053S= 0.0051HD COUPLINGSTA: 2+50.00IE: 222.20BOPSTA: 1+00.00IE: 224.98EOPSTA: 6+16.49IE: 213.502" OUTLETSTA: 1+07.003647THD COUPLINGSTA: 3+60.00IE: 219.20HD COUPLINGSTA: 4+45.00IE: 218.75HD COUPLINGSTA: 5+75.00IE: 213.7122.5° VERT BENDSTA: 1+66.00IE: 222.6522.5° VERT BENDSTA: 1+61.25IE: 224.65S= 0.4211S= 0.0054S= 0.0273S= 0.03886" RWGVSTA: 6+15.494" E4" E2" E4" E2" E4" E8"S 8"S 8"S 8"S 21"SD 21"SD 18"SD 8"W 8"W 8"W 8" W 8"W8"W8"W8"W8"W8"W8"W8"S8"S8"S6"S6"S6"S6"S2"G 2"G 2"G 2"G 2"G2"G2"G2"G2"G2"G2"G2"GE E EEEEEEEEEE E T TTTTTTTTTT T T T 2+003+004+005+006+00RW3832+003+004+005+006+00RW383CHELSEA COURT6" RWSEGMENT 5-1ALIGNMENT K44'44'8'-7"7'-8"7'-4"8'-10"BEGIN ALIGN KSTA 1+00.00END CAP W/ THRUST BLOCKN 2 003 212.12E 6 238 142.61END ALIGN K6"x6"x6" TEESTA 6+16.49 =STA 30+56.38SEG 5-1, ALIGN GN 2 003 244.95E 6 238 652.376" RWSEGMENT 5-1ALIGNMENT G(SHEET C-33)SOUTHAMPTONROAD404117164HD COUPLINGSINSTALLED EVERY 5'STA 2+86 TO STA 3+68HD COUPLINGSINSTALLED EVERY 5'STA 4+37 TO STA 5+418.2'13'STA 5+98.5019.60' 8" AC PIPE REMOVALREPLACED WITH 8" C900 ANDROMAC COUPLINGSAlignment Curve TableCurve #4041Radius217.67257.33Length82.33104.14Tangent41.6652.79BOC2+86.604+37.81EOC3+68.945+41.95GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-38INSTALLED EVERY 5'HDC INSTALLEDINSTALLED EVERY 5'0 -' -"'u' ASPH 0 ~ coN ---/ 1/,'.\ 0 I z n ----~ Cl I I (J L (J I 0 8 I Cl I (J I I is I I (J I CD /. /. II'( i §_i 12 5 I I 01 111 I 1 jJ II_ II I I ' -Kennedy/Jenks Consultants Engineers & Scientists 1l1ccc ,-,F:: IIT 0:1,Jff Vii:". SJITF i :·J '3.011 1:1-C:i!, CA 'JC '' ,'.3::::ii::'.,-b /[-, 11~, 'i/.F,\H 'NII I Ii,'-'' '-<,Jl~ 1--!1.>. l>.~,R 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 F)EC ,! I ~IU ,,. __ _ I 243T I C llY CI"' U I _I Ill:' IMPROVEMENT PLAN FOR: C-38 C j_ Ir? I , :~: --l ,/\., ) -12a I Lll';I '_, 1/I' RW P&P CHELSEA CT ALIGN K -STA 1+00 TO STA 6+16 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ '.)\i I ---j JIS IR C' U-IC lllck l)l I l [i\'1,I[\ OY: ---n.AF 'ITl,'.\.I r::A-F 1-JTli',I i:-f--,T1 R'r CTH:::R r=i:::F:C\i,\L ;:_c;:-:r-PTIT.1 P \i\\f_: ->', ---5208-B 508-6 1651701751801851901952002051651701751801851901952002051+002+003+004+005+00EXIST GRADEABOVE PIPECENTERLINE8" W8" SWS= 0.0302S= 0.0050S= 0.0175HD COUPLINGSTA: 4+62.67IE: 174.30HD COUPLINGSTA: 4+25.45IE: 174.95EOPSTA: 4+97.10IE: 174.75BOPSTA: 1+00.00IE: 184.792" OUTLETSTA: 1+03.003646" RWGVSTA: 4+96.107TT2" E4" E45° VERT BENDSTA: 4+67.67IE: 174.3345° VERT BENDSTA: 4+69.00IE: 173.0145° VERT BENDSTA: 4+89.00IE: 173.1145° VERT BENDSTA: 4+90.59IE: 174.72S= 0.0050S= 0.0050S= 0.9894S= 1.0110RELOCATE WATERLATERALMECHANICALLYRESTRAINALL JOINTSSTA: 4+45.00STA: 4+97.1024"SD 24"SD 21"SD 8"S 8"S 8"S8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"S8"S8"S8"S8"S8"S8"S8"S2"G 2"G 2"G 2"G 2"G2"G2"G2"G2"G2"G2"G2"G2"GE E E E EEEEEEEEE EE TTTTTT TTTTTTT T T T 2+003+004+00RW393CHANCERY COURT6" RWSEGMENT 5-1ALIGNMENT L44'6'-5"10'BEGIN ALIGN LSTA 1+00.00END CAP W/ THRUST BLOCKN 2 002 987.95E 6 238 048.446" RWSEGMENT 5-1ALIGNMENT G(SHEET C-33)SOUTHAMPTONROADEND ALIGN L6"x6"x6" TEESTA 4+97.10 =STA 35+00.49SEG 5-1, ALIGN GN 2 002 882.55E 6 238 415.49424317164HD COUPLINGS INSTALLEDEVERY 5' STA 1+00 TO STA 2+24HD COUPLINGS INSTALLEDEVERY 5' STA 2+85 TO STA 4+57STA 4+7926' 8" AC PIPE REMOVAL REPLACEDWITH 8" C900 AND ROMAC COUPLINGS2+003+004+00RW393Alignment Curve TableCurve #4243Radius216.50208.50Length124.34172.28Tangent63.9491.40BOC1+002+85.57EOC2+24.344+57.85GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-39INSTALLED EVERY 5'HDC INSTALLEDINSTALLED EVERY 5'• • • • : : : : . : • • • • • • • • • : ,....._· . • : • ,.-/ • . • • • . • • • : : : / : I :/ / • • / •/ ~ • • /~ : I : : u j: : -----1 • • • 'I -------: : : . j • I • • • I .___._.___. . ;..__: ~---.::-----I·········:········:········:··· ;..___, '"" ,., ... , ., ...... , .. , ,. , ... ,., ... , , ... ,., • • ... ... . . . ... ..... .... . . . .. ..... . . . . . • • ) ) . . .... . . . .... ..... ....... . . : . ) ) ' ···•· .... •...... ....... . ... ···•· ... . .... • • • • ' ... •...... ....... • .... ..... ..... ) .. )· .. ...... ) .. . ) • • • • • . : : : : . • : : • • • • • • • • • • . : : : • . : : : • • • • . • • • • . : : • : : . : : : • • • • • • • • • • : : : : : . • : : • • 'r • • • • I • • .-: : : r--J . • ---t -: • • : --:-':-...... :--------'---............... :········ :··· ..... •...... • -~ --.;__ ) =·· ,. ,. . -~-... , ... :., .. : ... ,.,,.,, , ... ,., ... , ) .. )· .. •...... .... •· .. .... ....... • ....... • )· .. ..... r--,..,,-....___ ~---..... .... ...... ............ . ... ..... ' .. ... ... . ..... ) ) : . ..... ' .. )· ... ..... ...... ) . ) ! . ... ..... . . .. .... ..... .... ..... . . .. .... .... .. . I .. )· ... .. . . . I fJ ; ...... ... ... •...... . )· . >c--... ... . . -. ... , : .... , .. ,:,.,. ) . .... .... . . . .... ) ! .... .... •...... . . .... I L, ... •...... • .. . ) .. )· .. • • • • • • • • • : : . : : : : : : . • • : : • • • • • • • • • • • • • • • • • • • . : . : : : • . : . : : : : : • • • • • • . • • • • • • • • . • • : : : : : : : : : . : : : : : • • • • • • • • • • • • • • • • • • : : : : : : : : : . : • : : : • • • • • • • 0 , . . ...... • • • • • • • • ~. . : : . : : : : : : ...... : .... : • • : • • • • • • • • • • ------,__ -----'---J. -~L__~ '--'-.._ ': ,: ----------~~ ~~ ' .... ..... • . . ... K . ,__: ~-:········ _:······:···· I --N"--. • 0 ,._ ,,__ ""'"'i···.··"~ ... . ) .. )· .. .....•..... ) .. .. . . ~--· .,., ... ,., ...... . . -.....: . -·~·8·· ·~'----r-,...._I _______ , _________ , ___ -------------...... ... ... . .. .... ...... . .. . .. . . .. ... ......... ~----=-............ ... ... .... ...... . .. ---..::::------.......... . .. .. . ... . . ·::.:.;,;,;,:=,,::----) ) -~~ ~ . : . ) . .. ..... . ... .... ..... . . . .. ... ..... ..... ' .. ... .... .... . . . !Jv . .... . . I ·-) ) . ) ) ! ) ! ! ! ' . .. ..... • • .... . .... . . .. ... . .... •...... .... . ... •...... . . ... -----~-, ... :-' .... ..... • • .... . .... . . .. ... .... . . ...... • • . ... ..... • .... .. . ) .. )· .. ..... .. . ) .. .. ---·--.-~"=-,--~~ \ 0 CD Kennedy/Jenks Consultants Engineers & Scientists 'l1cSc CP\IIT '!IDff J'!I'·:•, SJITF !· !l SAN ~I CA 97·~~ ,:~1t,-ti /[-/.~:o::::, 'i/.fo\H 'NI I I I!,,,, ' '<,Jl~ i',;]C!IC~cR Q ' 08/06/21 SBK RECORD DRAWINGS n.AF e e e e e e e e e e e e □ 0 0 F;EC ,! • ~IU ,,. __ _ ' fs: =-\ii l \V=-U tj Y: C-39 I 544T I C llY CI"' C j, Ir? I , :~: --l .!:, ) -12a I U I _I Ill•' Ul·:1•_, •:1· IMPROVEMENT PLAN FOR: RW P&P CHANCERY CT ALIGN L-STA 1+00 TO STA 4+97 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.CTP [[I DY: TF -!Fl\ JIS IR C' U·IC Jilek [l\",1[\ 0'{; ---(~f-11 R·r P\i'//1_: 7\/ __ _ '.)\i I -, l)l I l 5208-B 508-6 1551601651701751801851901951601651701751801851901950+75 1+002+003+004+001351401451501551601651701351401451501551601651704+005+006+007+001151201251301351401451501101151201251301351401451507+008+009+009+50EXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE10" W2" G2" G30" SD8" SSEE SHEET C-419+50S= 0.0897HD COUPLINGSTA: 7+09.70IE: 136.45S= 0.0999BOPSTA: 0+97.30IE: 180.506"x6"x6" TEESTA: 7+95.58IE: 127.002" OUTLETSTA: 2+47.0032" OUTLETSTA: 7+54.0035456" RWGVSTA: 7+96.586" RWGVSTA: 7+94.58776" RWGVSTA: 1+25.007TTS= 0.0094HD COUPLINGSTA: 1+30.00IE: 180.191" W4" ET2" E2" E2" W2" E8" W4" ETT2" G2" E2" WRELOCATE WATERLATERALHD COUPLINGSTA: 5+41.79IE: 151.51HD COUPLINGSTA: 4+99.50IE: 153.63HD COUPLINGSTA: 4+79.50IE: 154.99HD COUPLINGSTA: 4+60.24IE: 157.67S= 0.0500S= 0.0684S= 0.1390RELOCATE WATERLATERALHD COUPLINGSTA: 7+65.44IE: 131.24HD COUPLINGSTA: 7+85.58IE: 127.93HD COUPLINGSTA: 8+05.58IE: 126.07HD COUPLINGSTA: 8+24.24IE: 125.63S= 0.0233S= 0.164 4 S= 0.0934S= 0.0934S= 0.0682S= 0.0682MECHANICALLYRESTRAINALL JOINTSSTA: 0+97.30STA: 1+37.306"SWWW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD36"SD8"S8"S10"W10"W10"W10"W18"SD24"S D 8"S 8"S 8"W 8"W 6"W 6"W 18"SD8"S8"S10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W2"G2"G2"G2"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G2"G 2"G 24"SD18"SD18"SD30"SD EEEEEEEEEEEEEEEEEEEE10"WEEE E 2"WTTTTTTTTTTTTTTTTTTTTTTT T 0+971+002+003+004+005+006+007+008+009+00RWRW4041330+971+002+003+004+005+006+007+008+009+00RWRW404133SOUTHAMPTONROADPONTIAC DRIVE6" RWSEGMENT 5-1ALIGNMENT MCOVENTRY ROAD60'17'-2"3'60'16'-5"3'-6"60'13'-7"6'-6"BEGIN ALIGN M6"x6"x6" TEESTA 0+97.30 =STA 11+01.82SEG 5-1, ALIGN GN 2 003 156.16E 6 237 463.52STA 7+79.4945° BENDN 2 002 663.99E 6 237 906.44STA 7+84.6945° BENDN 2 002 659.54E 6 237 903.76PONTIAC DRIVESOUTHAMPTONROAD6" RWSEGMENT 5-1ALIGNMENT G(SHEET C-31)6" RWSEGMENT 5-1ALIGNMENT G(SHEET C-34)44456"x6"x6" TEESTA 7+95.58 =STA 40+76.30SEG 5-1, ALIGN GN 2 002 648.99E 6 237 906.4317545117HD COUPLINGSINSTALLED EVERY 10'STA 5+13.50 STA 7+09HD COUPLINGSINSTALLED EVERY 10'STA 8+29 STA 9+924'5'STA 1+089' 10" AC PIPE REMOVALREPLACED WITH 10"C900 AND ROMAC COUPLINGSSTA 4+906.50' 8" AC PIPEREMOVAL REPLACEDWITH 8" C900 ANDROMAC COUPLINGSAlignment Curve TableCurve #4445Radius291.30306.50Length195.71163.01Tangent101.7183.48BOC5+13.998+29.47EOC7+09.709+92.48GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-40MATCHLINE STASEE SHEET C-419+50INSTALLED EVERY 10'HDC INSTALLEDINSTALLED EVERY 10'1···:······ :········ r··:········:······ 1········ ······· 1···=·········=········ ... . • n • .............. • • ' • .... • • • .............. • · • :---J ...... •.· ...... 1 ...•....•....•...•... ••· ....... • •....••.........•...•... +. .... • •·····•·· ... . "l<•········•:::~);.······.,/'1.; ............. ··.·· ... · ..•... : ..••.. +l ..••.....•. ·.···········r····•·1······:··.\.'.·•·1>·.·· .............................. ••·······I········ : .......•.........••.........•..... : ....... ·. :.\·······•~I••·································: ............ '''i--1...._,,•········•,•/•·········l+l •·················•I•·······•·················•·····+ 1··················•·······• •·················•·•········•1'-"-.• ;,. .. +········••1···············H•I +···1,:(,.-J\1•·······• 1······••·· ~nj"'iii·····•·················. :·······•·········1• :·······•··········· I I·····, ....... : ........ : ........ , ....... . ' I• ... : ......... :. ... . ....................... . ......... . ' . ....... : ........ :...... . .......... . 1···:·········:···· ....... : ........ ,...... . ......... . I 5 • ........ ! •·····• • • I •· ········••····•··· I •········•···•·········• • • • •·····\\ •~I::::...._,,.__..,.,. • •·······•········+ • 1 "x • • (\ ' ' • • • • • • • • . . . . . .. \ ·~ . ., . . . . . ~· . . .. : ...... , ....... . . . , .. , ... ., ..... . ... , ..... ,., .. , ... ... , .. , .. , ... .... , ... , .. , ... , ... , .... , .... ' .... :·· ····:········ .... ····:········ ' ' .... ·:·· ·····:········ .... ····:········ ' ..... ,........ . ... , ...... . I······· .... :········ ., ....... ·:·· ·····:········ .. ,., , ... , .. , .. , ... ·····=--··· ., .. , ... .. ,., ....... , .. .. , .. , ... ,. ,.,., .. ..,, , ... , .. , ... , .. ..,., ..... , .. , .. .. ,., .... , ... , .. .., .. , ... , .... , .. ..,, , ... , .. , ... , .. ..,., ..... , .. , .. -.,..;..----. ----=-~ . . ·g~~~c:c ·~.· '-\\ \ \ \ \ I I \ ' ·····:--·. , ... , ... II \\ \ II 11 ,, ..... ,........ . ... , ...... . .. ,., ..... , ... ,. ..,, , ... , .... , .. -Cf) ASP¼ ·····1········ .... , ...... . ., ....... ·:·· ·····:········ ' ..,., ..... , .. , .. .. , .. , .... , ... , ... ..,., ..... , ... ,. ..,, , ... , .. , ... , .. ..,., ........ , .. ~ ----.c----= ~~. "" '--"" 0 00 Kennedy/Jenks Consultants Engineers & Scientists 1l1ccc ,-,Fi\ IIT 0:1,Jff VI\;". SJITF · .J '3.011 r;1-,-.:i1, CA 'JC '' 'i/.F,\H '.'ill I Ii,'-'' '-<,Jl~ 1--!1.> .. 1c~,R .., .. , .... , ... ! 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 F)EC ,! 1 ~IU ,,. __ _ C-40 I 245T I C llY CI"' C j_ Ir? I , :~: --l .11. ) -12a I U I _I Ill,' Ul·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P PONTIAC DR ALIGN M -STA 1+00 TO STA 9+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'\I[\ OY: ---(~f--,T1 R'r P\i'//1.: 7·"· __ _ '.)\i I "1 l)l I l 5208-B 508-6 8590951001051101151201258590951001051101151201259+5010+0011+0012+0013+0014+00EXIST GRADEABOVE PIPECENTERLINE36" SD8" S10" S8" S8" W2" GSEE SHEET C-409+50S= 0.0999HD COUPLINGSTA: 9+76.00IE: 110.46HD COUPLINGSTA: 10+30.00IE: 103.89S= 0.1217S= 0.0140HD COUPLINGSTA: 11+40.00IE: 96.82HD COUPLINGSTA: 13+43.50IE: 87.60EOPSTA: 13+82.46IE: 86.406"x6"x6" TEESTA: 10+85.00IE: 99.742" OUTLETSTA: 12+07.023456" RWGVSTA: 10+86.006" RWGVSTA: 10+84.00776" RWGVSTA: 13+81.467TTTS= 0.0754HD COUPLINGSTA: 11+20.00IE: 97.10EXIST UTILITIES:2" T, 4" E, 2" T,2" T, 2" G, 4" E34" UNK2" T1.5" T4" E5" E3" T3" T4" EHD COUPLINGSTA: 13+60.00IE: 86.42S= 0.04544EXIST 12" SLURRYENCASEMENTS= 0.0009S= 0.070836"SD36"SD36"SD36"SD8"S8"S10"W10"W10"W10"W10"W10"W10"W54"SD54"SD8"S8"S8"W8"W10"W10"W10"W10"W10"S10"S10"S10"S10"S10"S10"S10"S8"S8"S8"S8"S3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G2"G2"G18"SDEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTT10+0011+0012+0013+0013+82RW4236" RWSEGMENT 5-1ALIGNMENT MPONTIAC DRIVEREGENT ROAD60'13'-5"6'-6"60'15'TAMARACK AVENUESTA 10+50.6145° BENDN 2 002 440.77E 6 238 043.44STA 10+63.0845° BENDN 2 002 428.31E 6 238 044.14END ALIGN M6"x6"x6" TEESTA 13+82.46 =STA 44+92.48SEG 5-1, ALIGN BN 2 002 181.06E 6 238 243.706" RWSEGMENT 5-1ALIGNMENT B(SHEET C-18)45466" RWSEGMENT 5-1ALIGNMENT F(SHEET C-29)6"x6"x6" TEESTA 10+85.00 =STA 16+75.56SEG 5-1, ALIGN FN 2 002 413.64E 6 238 060.4217454115HD COUPLINGSINSTALLED EVERY 5'STA 11+38 TO STA 12+0017STA 11+1313' 8" AC PIPE REMOVALREPLACED WITH 8" C900 ANDROMAC COUPLINGS10+0011+0012+0013+0013+82RW4234546306.50285.00163.0167.0183.4833.668+29.4711+34.539+92.4812+01.54Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-41MATCHLINE STASEE SHEET C-409+50HDC INSTALLEDINSTALLED EVERY 5'~ ········•···· •···•·········· l •·····•········, •·······•······ ,. . I I"-t;:::t:""'............... • , l W I• . •· . • .. ...... J. •········•·············· • •······•················ • • +··········· • ,··•·········•·""""-""'-c··· • . •· t ~1--------------1-------------,----,----+------------~-?--d-+-----------------j---""'7"""::±---'-',:----t-'=-h-----1 ..J ::c <.> · :........... : l : ......•..... : · : ....•....... : · :11:.: : · '········•·· : + : """"~""'-' :····•······ : · :!:·: I : I !;c 1 ........•.........•.......... -... l •·····•·················· -•·•·········· • • 1············ • •·····•·················· • •·•··········• t •········•··· : ,c,.""'-'-.,.""'-' : ., II o:: · , 1······•····· I ::ii: D o_o N -o:J , I JI II JI I II 1 I I I I . -0 95 _--LJ I I I I ,, I ! I I I /I I ! I I I I I I /111""'" / II j j () ~6 I I I I I I 1; I I ,/ I ,I Kennedy/Jenks Consultants Engineers & Scientists •i1,S.c CP. IIT 0:IDff ·p1::0• SJITF ! :-i SAN ~I CA 97·~~ ,:~1t,-ti /[-/.~:o::::, 'i/.F.\H '.'ii I I I!,'-' ' '<,Jl~ l--!IC!)C~cR Q , 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 FE= ,! 1 ~IU ,,. __ _ fs: =-\ii l \V=-U tj Y: I 546T I C llY CI"' U I _I Ill:' IMPROVEMENT PLAN FOR: C-41 C j_ Ir? I . :~: --l .I!, ) -12a I Lll':I '_, •:1-RW P&P, PONTIAC DR ALIGN M-STA 9+50 TO STA 13+82 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s_c:=cp [[I DY: TF -:F:\ !:-ii -, JIS IR C' U-IC lllck l)l I l [l\",1[\ 0'{; ---n.AF 'ITl,'.\.I r::A-F 1·.J Tli',I i:-f-r-'i R'r CTH:::R r=i:::F:C\i,\L LC'.-TPTIT.1 P\i\\f_: 7·"·: --5208-B 508-6 2452502552602652702752802402452502552602652702752808+009+0010+002552602652702752802852902952602652702752802852902951+002+003+004+005+006+007+008+00EXIST GRADE ABOVEPIPE CENTERLINE8" W6" G10" W10" FT3" GSEE SHEET C-4310+003" E20" W11.25° VERT BENDSTA: 1+90.00IE: 272.2111.25° VERT BENDSTA: 2+07.88IE: 275.97HD COUPLINGSTA: 2+77.16IE: 276.7411.25° VERT BENDSTA: 4+37.53IE: 275.9411.25° VERT BENDSTA: 4+61.32IE: 271.09HD COUPLINGSTA: 7+30.72IE: 265.34S= 0.2105S= 0.0111S= 0.0050S= 0.0050S= 0.0333BOPSTA: 1+00.00IE: 275.22±S= 0.0593EXIST GRADE ABOVEPIPE CENTERLINE2" OUTLETSTA: 3+85.183HD COUPLINGSTA: 5+75.20IE: 270.52645° VERT BENDSTA: 1+01.00IE: 275.231411STA: 5+28.00STA: 5+48.00MECHANICALLYRESTRAINALL JOINTS8" RW2" E3-4" TSTA: 1+00.00STA: 1+55.00MECHANICALLYRESTRAINALL JOINTS45° VERT BENDSTA: 1+05.06IE: 271.26S= 0.0111S= 0.0111S= 0.20 4 1 S= 0.97738" RWGVSTA: 1+06.061711T10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W20"W20"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W8"W8"W20"W10"W 4"G 3"G3"G3"G10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"FTTTTTTTTT TTTTTTTTTTTTTTEEEEEEE8"W6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"GTT1+002+003+004+005+006+007+008+009+0010+00RW4331+002+003+004+005+006+007+008+009+0010+00RW4338" RWSEGMENT 5-3ALIGNMENT AEL CAMINO REALCHESTNUTAVENUECHES T N U T AVEN U E 126'35'-10"17'-4"126'2'-10"50'-6"STA 5+37.5945° BENDMECHANICALLYRESTRAINEDN 2 005 292.05E 6 234 125.35BEGIN ALIGN ASTA 1+00.00N 2 004 919.28E 6 234 308.12STA 4+42.2345° BENDN 2 005 246.95E 6 234 209.3620'-7"5'-10"769999141012121010" W ACP TO REMAINGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-42MATCHLINE STASEE SHEET C-4310+004C-04SEE CONNECTIONDETAILSHEET LEGEND1-1/2" COLD MILL AND OVERLAYC2 PG 64-10 APPRO 9,670 SQ FTPAVING NOTES1. PAVEMENT ON EL CAMINO REAL CONTAINS GLASGRID ANDGLASPAVE. COLD MILLING DEEPER THAN INDICATED WILL DAMAGEGLASGRID AND GLASPAVE, REQUIRING REPAIR AT THECONTRACTOR'S EXPENSE.2. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.3. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.--..... , ........ ~ .. . --~··:··· ) I \ \ \ ~ '-. ' \ -....... _--,;_:ii.-' ~ r ,, 'I ~ \\ ) DO ~-1-r-· I --i---._,, l=E) -...-.... , , --/ -kll - -/ -,/~ ----\ --\ -"' -t~ \_ ~ D JNGa __ .,.. __ _ ) . -\ /---i:i I ··--~ - -. \----11.f, _--1/j'-Q_ --- --~ --~ --~ -=~ I ! -~~-~~=i1=~~--t=~=--1L" ~ ----+-I f-~=----===-7~-----==--=::::::j:=li/1-/=1-==--===-"~I!!:::___¾-' I I !!!I; 18l --------7""'-'F-r"-o,,:-~·---T---.. u-", '-"~·~==':!=::1=rr--:_==il:..-: •{F=====J.7'=---=i==== ~j1E1!1 =::::::::~7~~s]&'[:=-=--::=-~~====:::.::'.=-=-=====\~~~:::.=2cs::::s~~~~\===~/"l~=:'.=:'.~=-=\:::=;r~")i:~=Ii='.=s~f=====l· -----,_,_/_ ~ I I + I-~ I I / I • ~-, " \~ \ V \ (, J -/\ (,-,/ ~ _7 -----1 . . JNOJ 8 I ,/ ? -=-----T~f -~ ---= ~ _ _ _ _ HdS't;i -------' I "' ~ \ / I / ------I/ / --1-'s;::-Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,Fi\ IIT 0:1,Jff VI\:". SJITF i :·J :i.0J.i r:1-,-.::1, CA 'JC '' ,'.3::::ii::'.,-b /[-, 11~, 'i/.F,\H '.'ill I Ii,'-'' '-<•Jl~ i'-![_C_ 1>.~,R I --J ----7 ----/ I -t:'. 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ r----7 L ____ _J F)EC ,! 1 ~IU ,,. __ _ I =4~7T I C llY CI"' U I _I Ill:' IMPROVEMENT PLAN FOR: C-42 C j_ Ir? I . :~: --l ,:-., ) -12a I Lll'il'_, 1/I' RW P&P EL CAMINO REAL ALIGN A -STA 1+00 TO STA 10+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,c:=cp [D DY: TF -:F:\ '.)\i I ---j JIS IR C' U-IC lllck l)l I l [i\'1,I[\ OY: ---n.AF 'ITl,'.\.I r::A-F 1-JTli',I i:-f--,T1 R'r CTH:::R r=i:::F:C\i,\L :'..C'.-TPTIT.1 P \i\\f_: ->', ---5208-B 508-6 22523023524024525025526026523023524024525025526026510+0011+0012+0013+0014+0020521021522022523023524020521021522022523023524014+0015+0016+0017+0018+0019019520020521021522022518519019520020521021522022518+0019+0020+00EXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE8" S6" SD10" W10" F8" SSEE SHEET C-4210+00SEE SHEET C-4420+008" SS= 0.0604S= 0.0577S= 0.0596S= 0.0604HD COUPLINGSTA: 10+30.87IE: 247.55HD COUPLINGSTA: 15+22.42IE: 217.881" OUTLETSTA: 14+06.00245S= 0.05968" RWGVSTA: 11+00.007MECHANICALLYRESTRAINALL JOINTSMECHANICALLYRESTRAINALL JOINTSSTA: 16+50.00STA: 16+70.00STA: 17+00.00STA: 17+20.006" G1" EHD COUPLINGSTA: 16+31.38IE: 211.5945° BENDROTATE DNSTA: 17+10.37IE: 207.60S= 0.0577S= 0.00503" WPROVIDE SAND CUSHIONABANDONED13HD COUPLINGSTA: 16+42.47IE: 210.17HD COUPLINGSTA: 16+84.84IE: 207.73S= 0.128110"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W10"W10"W10"W10"W10"W10"W10"W 10"W10"W14"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"SSD10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"FTTTTTTTTTTTTTTTT8"S8"S8"S6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00RW44310+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00RW4438" RWSEGMENT 5-3ALIGNMENT AEL CAMINO REAL126'2'-11"50'-5"126'38'-2"15'STA 16+60.5945° BENDMECHANICALLYRESTRAINEDN 2 006 368.77E 6 233 806.47STA 17+10.3745° BENDMECHANICALLYRESTRAINEDN 2 006 411.93E 6 233 831.285'-7"7459910GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-43MATCHLINE STASEE SHEET C-4210+00MATCHLINE STASEE SHEET C-4420+00PAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.ABANDONED STEEL WATER PIPELINE. REMOVE INTERFERINGSEGMENT WITHIN 3-FEET OF NEW RW PIPELINE. PLUG REMAININGPIPE ENDS WITH 18-INCHES OF CONCRETE.13~ ti) W I ; .. ·•· ...... • . ; ...... / .......... ·.. , / ........ 1 .. · ........ , ; .... ) .......... '.... , ; ........ ) .......... '. Iii·····''-,,,.._, •··· ······•········· •· .. , · ·· ,. · + ¾· · , ·· · '········•··········•· , ..... ···,··•··········•········ ~)._____.-----------1-------------W--------2::,~'c-___,.--------1---.,........:b,._.,-------+------+-_,_--------,------+--------------,-----+--,_~~_:_-+HH--------,-~~----,-+-x----,-,-----t-----,-~~:::-,_--------n ..J :::c 0 ~ I ; ...•.......... '..... , ; ......•.......... '.. , , ........ 1 .. · ........ , ; ....•.......... '.... , ,········•·· .. ·• 11,·•· . ··•· . , ... , .. ·•· .. ·•· , .. ......_·"I-,.·•· , , .. ······•··········•········ •···"-,·•· ·····•······•· I • · · ,. ·· · . ,,. · ·· , · · · ,. · ·•·· · ·•· · · ,. · · • · · ·11 · · ·•· · · , · ·· • · · ·•· ·· ·•· · · , ·· · • · · ·•· · · ·•· · · t····· ····• · · · •· · ··•· · · , · · · :ii: ---==== I-_HdS .• V __ _ t _______ _ ---------------~:JNGO ___ -_-_-_------~~-. o--~--i ~ --------~ -:JNO:J -.. >-.. ... ' J ,,,------------~ . . ~--~----it 0 HdSV --:-'."'".---Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi! IIT 0,1,Jff Viii". SJITF :i.0J.i 1:1-C:i!, CA 'JC '' 'i/.F,\H •NII I Ii.••• '-<•Jl~ H.>. l>.~,R 08/06/21 SBK -------------------'"b--o-7=-I I Ill RECORD ORA WINGS 0 0 0 0 ~ 0 0 ti) 0 w z -0 ..J :::c 0 0 ~ 0 :ii: 0 0 0 n.AF CTH:::R r=i:::F:C\i,\L □ F)EC ,! ~IU ,,. ___ _ CA C-43 I 248T I C llY CI"' C j, Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I Ill,' Ul·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P EL CAMINO REAL ALIGN A -Sf A 10+00 TO STA 20+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTPTD DY: TF'!f!\ JIS IR C' U•.IC lllck [i\'1,11' OY: i:-f--,T1 R'r p •!!/:1! ! ' '.)"-/I----j l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 16517017518018519019520020516517017518018519019520020520+0021+0022+0023+0024+0015015516016517017518018515015516016517017518018524+0025+0026+0027+0013514014515015516016517013013514014515015516016517027+0028+0029+0029+50EXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE24" SD8" S6" G10" F10" WSEE SHEET C-4320+00SEE SHEET C-4529+50S= 0.0649S= 0.0982HD COUPLINGSTA: 26+36.76IE: 152.41S= 0.0607S= 0.0649468" RWGVSTA: 22+00.007S= 0.0607MECHANICALLYRESTRAINALL JOINTSMECHANICALLYRESTRAINALL JOINTSSTA: 20+93.00STA: 21+13.00STA: 21+43.00STA: 21+63.00S= 0.0245HD COUPLINGSTA: 21+20.00IE: 182.14HD COUPLINGSTA: 21+65.00IE: 181.04ABANDONED13HD COUPLINGSTA: 20+57.24IE: 188.31HD COUPLINGSTA: 20+00.00IE: 190.34S= 0.03552" OUTLETSTA: 29+14.00310"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F24"SDTTTTTTTTTTTTTTTT24"SD24"SD6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"GTTTTT20+0021+0022+0023+0024+0025+0026+0027+0028+0029+00RW453EL CAMINO REAL8" RWSEGMENT 5-3ALIGNMENT A126'38'-2"15'-3"126'2'-9"50'-9"STA 21+03.5545° BENDMECHANICALLYRESTRAINEDN 2 006 793.25E 6 233 735.43STA 21+53.3345° BENDMECHANICALLYRESTRAINEDN 2 006 818.76E 6 233 692.68475'-10"67491020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00RW45347 3015.80 452.88 226.87 26+36.75 30+89.63Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-44MATCHLINE STASEE SHEET C-4320+00MATCHLINE STASEE SHEET C-4529+50PAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.ABANDONED STEEL WATER PIPELINE. REMOVE INTERFERINGSEGMENT WITHIN 3-FEET OF NEW RW PIPELINE. PLUG REMAININGPIPE ENDS WITH 18-INCHES OF CONCRETE.13I '···•··· . •'• ., .. • •• > •••••• •'• , .• • • , • '-..._......._ · · -• • "--I ' ' '··········•······· ' • •········•·········• I \ • • J'l'...'-: ... ......._,·····f·· ·•·········•.•········· ·•·······+······•·······>--., ..•. ..._,_·······t····•······· .'····•·· Ii···•·········•'···•······ , ...... ·•······· \ • • """··· "::----,,''····• .'····•··········t···•·········•'··c, ·····~:----..: ·•····;,···········•······· t·····• I···· It····•·········•' I -:-I ........ . 0 - - --er--:JNOT -------------- _-_ -_-_ -J/VO:J_ 0 -:_., 0' '----------\\\ \1\ II ----,---HdS~ -• . •'• ., .. . •'• ., ...... , .. . •'• ., .. • •• > •••••• •'• ., .• ,;; ~ -----07 07 -. -Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi: IIT 0:1,Jff Vii;". SJITF · .J :i.•J.I r:1-,-.::1, CA 'JC "' 'i/.F,\H '.'ill I 11.,,, '-<•Jl~ H.> .. )c~,R ,;; <::, ->iJidiT ---\ -08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! 1 ~IU ,,. ___ _ C-44 I 249T I C llY CI"' C j, Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I Ill;' Ul·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P EL CAMINO REAL ALIGN A -Sf A 20+00 TO STA 29+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TP [[I DY: TF -:F:\ JIS IR C' U•.IC lllck [i\'1,I[\ OY: i:~f--,T1 R'r P \i'./:1: ; · '.)\i I ---j l)l I l 5208-B 508-6 11011512012513013514014515011512012513013514014515029+5030+0031+0032+0033+0034+00909510010511011512012585909510010511011512012534+0035+0036+0037+0038+0039+00EXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINE24" SD8" S24" SD66" SD3" G3" W10" WSEE SHEET C-4429+50SEE SHEET C-4639+00S= 0.0289S= 0.0299S= 0.0395S= 0.0438S= 0.064945° VERT BENDSTA: 34+80.32IE: 106.5145° VERT BENDSTA: 34+83.45IE: 109.3745° VERT BENDSTA: 34+93.59IE: 108.9245° VERT BENDSTA: 34+95.78IE: 106.5345° VERT BENDSTA: 38+37.96IE: 96.3245° VERT BENDSTA: 38+40.38IE: 93.7545° VERT BENDSTA: 38+45.94IE: 93.5945° VERT BENDSTA: 38+48.51IE: 96.01HD COUPLINGSTA: 32+29.38IE: 117.49HD COUPLINGSTA: 30+89.63IE: 123.01S= 0.9426S= 1.06082" OUTLETSTA: 33+01.0031" OUTLETSTA: 36+42.0022C-0364445S= 1.0916S= 0.91328" RWGVSTA: 30+00.007S= 0.043611111116 LFCONC ENCASE2-4" TS= 0.02823" E3" E8" UNK12" W5HD COUPLINGSTA: 31+13.00IE: 122.09HD COUPLINGSTA: 31+68.76IE: 121.06HD COUPLINGSTA: 31+84.57IE: 119.27AWWAC900 DR14S= 0.0396S= 0.0185MAR @STA 38+5310"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W10"W 10"W 10"W 1 0 "W 12"W 12"W 12"W 12"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"SSDSDSDSDSD66"SD24"SD8"S8"S8"S8"S8"S8"S8"S10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"FTTTTTT3"G 3"G 3"G 3"G 3"G 24"SD24"SDE E E E E E6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"GTTTTTTTTTTTTTTTTTTTT30+0031+0032+0033+0034+0035+0036+0037+0038+0039+00RWRWRWRW4647484933228" RWSEGMENT 5-3ALIGNMENT AEL CAMINO REALCARLSBADVILLAGEDRIVE126'50'-9"2'-9"126'50'-7"2'-11"STA 31+36.23(1) CROSS, 8" ALL SIDES(2) 8" BLIND FLANGES (E,W)4748485'-10"CONC ENCASEPIPE ABOVE SD2C-035'-8"75446699994101210STA 31+23.8945° BENDN 2 007 748.24E 6 233 418.30STA 31+31.4845° BENDN 2 007 750.93E 6 233 411.21STA 31+68.7645° BENDN 2 007 784.93E 6 233 395.92STATION EQUATIONSTA BACK: 31+76.34=STA AHEAD: 31+71.9045° BENDN 2 007 792.02E 6 233 398.62REPAIR BO ON 12" W1111130+0031+0032+0033+0034+0035+0036+0037+0038+0039+00RWRWRWRW46474849332247483015.802991.57452.88700.70226.87351.9626+36.7532+29.3830+89.6339+30.08Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-45MATCHLINE STASEE SHEET C-4429+50MATCHLINE STASEE SHEET C-4639+00PAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.INSTALLED EVERY 20'HDC INSTALLEDINSTALLED EVERY 20'0 \/ 0 0 I\ 0 0 -IL -------7r -;(F 8 -----:---u, ----0? I ~ -J 0 Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi; IIT 0:1,Jff Vii;"_ SJITF '3.011 r;1-,-_:i1. CA 'JC 'i/.F,\H 'NII I li"-'-<1Jl~ H.>. 1>.~cR 08/06/21 SBK RECORD ORA WINGS n.AF 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 F)EC ,! ~IU ,,. ___ _ C-45 I =saT I n llY CI"' C j, Ir? I ···1 7 .,L\ ) -12a I I --,_ ;' ! '-J U I _I Ill,' Lll';I '_, 1/I' IMPROVEMENT PLAN FOR: RW P&P EL CAMINO REAL ALIGN A-Sf A 29+50 TO STA 39+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 :,_c:=cp [[I DY: TF -:F:\ JIS IR C' U-IC lllck [i\'1,I[' OY: i:~f--,T1 R'r p -ii;,: i -'.)\i I ---j l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 707580859095100105110758085909510010511039+0040+0041+0042+0043+0044+0045+0065707580859095100606570758085909510045+0046+0047+0048+0048+50EXIST GRADEABOVE PIPECENTERLINE10" W10" W24" SDSEE SHEET C-4539+00SEE SHEET C-4748+50EXIST GRADE ABOVEPIPE CENTERLINE2" E12" SS= 0.0336HD COUPLINGSTA: 44+17.55IE: 81.63HD COUPLINGSTA: 42+20.00IE: 84.35S= 0.0273HD COUPLINGSTA: 39+32.92IE: 93.63HD COUPLINGSTA: 46+24.04IE: 75.81S= 0.0282S= 0.0282S= 0.02822" OUTLETSTA: 39+36.0032" OUTLETSTA: 42+92.0022" OUTLETSTA: 44+93.0032" OUTLETSTA: 45+34.082458" RWGVSTA: 40+00.007ELECENCASEMENTATTENCASEMENT3" E3" E3" EHD COUPLINGSTA: 41+50.00IE: 87.71STATION EQUATIONSTA BACK: 43+40.83=STA AHEAD: 43+50.00HD COUPLINGSTA: 47+33.48IE: 72.54S= 0.0480S= 0.0145S= 0.0299ABANDONED132" OUTLETSTA: 44+95.002" OUTLETSTA: 44+97.003310"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W16"W16"W16"W16"W16"W16"W16"W16"W16"W16"W24"SD 24"SD 8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F3"G3"G3"G3"G3"G3"G2"G24"W18"SDE E EEEEE E E E EEEEEEEEEEEE12"S 6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"GTTTTTTTTTTTTTTTTTTTTTT39+0040+0041+0042+0043+0044+0045+0046+0047+0048+00RWRWRWRWRWRW50515352545532232339+0040+0041+0042+0043+0044+0045+0046+0047+0048+00RWRWRWRWRWRW5051535254553223238" RWSEGMENT 5-3ALIGNMENT AEL CAMINO REALHOSP WAYSTA 42+14.74HD COUPLINGN 2 008 658.72E 6 232 825.01STA 43+13.96HD COUPLINGN 2 008 736.48E 6 232 763.37484950754999125'-11"50'-5"2'-10"5'-5"9121010STATION EQUATIONSTA BACK: 43+40.83=STA AHEAD: 43+50.004849502991.572685.162561.93700.70306.50904.81351.96153.42457.1732+29.3843+93.1446+99.6539+30.0846+99.6556+04.46Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-46MATCHLINE STASEE SHEET C-4539+00MATCHLINE STASEE SHEET C-4748+50PAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.ABANDONED STEEL WATER PIPELINE. REMOVE INTERFERINGSEGMENT WITHIN 3-FEET OF NEW RW PIPELINE. PLUG REMAININGPIPE ENDS WITH 18-INCHES OF CONCRETE.13INSTALLED EVERY 20'HDC INSTALLEDINSTALLED EVERY 20';:!: u, w z -...J ::c: tJ I-<( :ii: 0 0 HdS\f :JNO:J • • c; 6 ~ ------O-" --..........---------=---:JNO:J ----' \ \ C, ----,-----J .·ITIJ-ofl 000 C, N:JIS n I ----------::::;-::.,.:-:-::::_-----1 ---0-'------¾-----Sc_~/ HI I qi I II Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi; IIT 0:1,Jff Vii;". SJITF s.,i.1 r:1-,-.,;J. CA r '' 'i/.F,\H 'NII I Ii:,,, '-<,Jl~ H.>. l>.~cR --08/06/21 SBK 0 0 0 0 0 ;:!: 0 u, w 0 z -0 ...J ::c: 0 tJ ~ 0 :ii: 0 0 0 I 08 7 RECORD ORA WINGS n.AF CTH:::R r=i:::F:C\i,\L □ 0 0 0 F)EC '1 ~IU ,,. ___ _ C-46 I =s1T I C llY CI"' C j, Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I Ill,' Ul·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P EL CAMINO REAL ALIGN A-Sf A 39+00 TO STA 48+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c.C:TP [D DY: TF -:F:\ JIS IR C' U•.IC lllck [i\'1,I[' OY: i:-f--,T1 R'r P •i\/;1/ ; · '.)\i I ---j l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 404550556065707580455055606570758048+5050+0051+0052+0053+0054+00303540455055606525303540455055606554+0055+0056+0057+0058+00EXIST GRADE ABOVEPIPE CENTERLINESEE SHEET C-4648+50SEE SHEET C-4858+0012" W8" S2" GEXIST GRADEABOVE PIPECENTERLINES= 0.0298S= 0.4496 S= 0.0298HD COUPLINGSTA: 54+50.73IE: 48.4345° VERT BENDSTA: 57+10.30IE: 38.7322.5° VERT BENDSTA: 56+32.16IE: 42.3322.5° VERT BENDSTA: 56+40.00IE: 38.812" OUTLETSTA: 51+75.002" OUTLETSTA: 52+65.88338"x8"x6"x6" CROSSSTA: 57+17.80IE: 38.51458" RWGVSTA: 50+00.007458" RWGVSTA: 57+16.308" RWGVSTA: 57+19.3071TE4" E4" E2" G4" E4-4" T3" EHD COUPLINGSTA: 54+80.00IE: 46.39HD COUPLINGSTA: 54+99.62IE: 46.2922.5° VERT BENDSTA: 56+88.02IE: 37.3822.5° VERT BENDSTA: 56+94.50IE: 34.4645° VERT BENDSTA: 57+05.43IE: 34.147611111ELECENCASES= 0.0699S= 0.0050S= 0.0298S= 0.4494 S= 0.0298S= 0.9430S= 0.0298S= 0.0336S= 0.03361HD COUPLINGSTA: 51+56.00IE: 58.34HD COUPLINGSTA: 51+47.00HD COUPLINGSTA: 51+30.00HD COUPLINGSTA: 51+21.002" OUTLETSTA: 53+60.003S= 0.0336S= 0.0299MAR @STA 57+16AVAR @ STA 57+19BO @ STA 57+0224" SD10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"FW2"G 2"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G 8"S 8"S 8"S 8"S 24"SD EEEEEEEEEEEEEEEEE E EEEEEEEEEEEEEEEE1-1/2"HPG 10"W 12"W 12"W 6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"GTTTTTTTTTTTTTTTTTT TTT TTTTTTTTTTTTTTT TT3"G 3"G49+0050+0051+0052+0053+0054+0055+0056+0057+0058+00RWRWRW565758333EL CAMINO REAL8" RWSEGMENT 5-3ALIGNMENT A6" RWSEGMENT 5-3ALIGNMENT B(SHEET C-55)MARRONROADEL CAMINO REAL126'2'-10"50'-2"126'125'-10"2'-10"50'505'-7"8"x8"x6"x6" CROSSW/ 4 GV'SSTA 57+17.80 =STA 44+42.24SEG 5-3, ALIGN BN 2 010 000.01E 6 232 214.927175499954121010STA 52+40 TO STA 53+20RELOCATE 4" TRAFFIC SIGNAL TOEAST OF NEW 8" RW. COORDINATEw/ CITY TRAFFIC DEPARTMENT649+0050+0051+0052+0053+0054+0055+0056+0057+0058+00RWRWRW56575833350 2561.93 904.81 457.17 46+99.65 56+04.46Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-47MATCHLINE STASEE SHEET C-4648+50MATCHLINE STASEE SHEET C-4858+00PAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.INSTALLED EVERY 20'HDC INSTALLED• • • • • • • • • • • • • • • • 1--------=-········-=----------:--•·······a··------,·········,---------:--------:--------=-------,----------!---------=---------=--------_, ________ --------=---------=-········-=----' ....... )--------,·········,---• ........ )-------f-----=----· ........ -:. ....... -=---------=----· ....... )--------:-••·····•-:---------·······)--------,·········,---· ........ ) ....... =······ =···· · ........ -:-....... +······· ·=···· ······· ·=········ ·=··········=···· ·········=-······· ·,··········=········ ········=········ =······ =···· ······· ·=········ ·=········ ·=···· ······· ·=········ +·········=···· ········ : : j ; : ; j ; • ; : : ; j ; • ; ; ; ; ; __, ---• OL --'-' ---j"'.'t1:?,,;--'\ . 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SJITF · ,J :i.0J.i r:1-,·.:;1, CA 'JC '' 'i/.F,\H 'NII I 1:,,,, '-<•Jl~ H.>. l>.~,R --::_ ----=---=--~=-----I ----.: ....._:, 08/06/21 SBK RECORD DRAWINGS n.AF 'ITl.il CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 F)EC ,! I ~IU ,,. ___ _ C-47 I =s2T I C llY CI"' C :-., Ir? I <I _J _,Ii, ) -12a I ! '-J ) U I _I Ille' Ul·;I'_, 'ii' IMPROVEMENT PLAN FOR: RW P&P EL CAMINO REAL ALIGN A-Sf A 48+50 TO STA 58+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'\I[\ OY: i:~f--,T1 R'r p )ii!,! i ' '.)\i I "1 l)l I l 5208-B 508-6 15202530354045505515202530354045505558+0059+0060+0061+0062+0063+0064+0065+0066+0067+0067+50EXIST GRADEABOVE PIPECENTERLINE16" W24" SD2" G10" F6" G8" SSEE SHEET C-4758+00SEE SHEET C-4967+5072" SDS= 0.0298S= 0.0050S= 0.0284S= 0.0050HD COUPLINGSTA: 66+61.14IE: 25.5822.5° VERT BENDSTA: 66+39.80IE: 21.9222.5° VERT BENDSTA: 66+48.30IE: 25.65HD COUPLINGSTA: 60+38.33IE: 28.9445° VERT BENDSTA: 62+79.00IE: 25.3112" WS= 0.03561" OUTLETSTA: 59+83.001" OUTLETSTA: 59+85.002" OUTLETSTA: 63+75.002" OUTLETSTA: 61+75.002" OUTLETSTA: 64+10.9733223UNKUTIL58"x8"x6" TEESTA: 66+83.53IE: 24.796" RWGVSTA: 66+84.538" RWGVSTA: 66+82.5374140 LFCONC ENCASE2C-032-4" TMECHANICALLYRESTRAINALL JOINTSSTA: 60+23.00STA: 60+43.006S= 0.43822" E2-2" T6-4" THD COUPLINGSTA: 63+80.00IE: 24.12HD COUPLINGSTA: 65+97.17IE: 23.03HD COUPLINGSTA: 66+10.00IE: 22.07S= 0.0098S= 0.0798S= 0.0049S= 0.0050HD COUPLINGSTA: 67+30.40IE: 21.9811.25° VERT BENDSTA: 67+02.55IE: 22.9711.25° VERT BENDSTA: 66+96.47IE: 24.41S= 0.0050S= 0.0356S= 0.23607 PROVIDE SAND CUSHION11145° VERT BENDSTA: 62+84.00IE: 22.6845° VERT BENDSTA: 63+06.00IE: 20.8845° VERT BENDSTA: 63+10.00IE: 24.80AVAR @ STA 66+51MAR @ STA 62+752" BO @STA 63+05BO @STA 66+37MAR @ STA 66+8710"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W12"W10"S10"S10"S10"S10"S8"S8"S8"S8"S8"S8"S8"S8"S8"S10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"F10"FSD2"G2"G2"G3/4"G3/4"G10"W 16"W16"W16"W21"S 21"S 21"S 72"SD72"SD72"SD27"SD SSEEEEEEEEEEE E6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"G6"GTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT 58+0059+0060+0061+0062+0063+0064+0065+0066+0067+00RWRWRWRWRW59606162632233358+0059+0060+0061+0062+0063+0064+0065+0066+0067+00RWRWRWRWRW596061626322333SEGMENT 5-3ALIGNMENT B(SHEET C-55)8" RWSEGMENT 5-3ALIGNMENT AEL CAMINO REALPLAZADRIVEPLAZADRIVEHAYMARDRIVE126'3'-3"49'-10"126'16'-3"46'-9"STA 66+83.538" x 8" x 6" TEEW/ 8" BF (N SIDE)N 2 010 938.81E 6 232 219.61STA 60+32.8445° BENDMECHANICALLYRESTRAINEDN 2 010 313.81E 6 232 188.42STA 61+29.6245° BENDN 2 010 385.91E 6 232 252.9951459996" RWSEGMENT 5-3ALIGNMENT A9991101210CALTRANSROW145PER RFI 101 -12" WATERMAIN651 55320.20 183.61 91.80 58+49.23 60+32.84Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-48MATCHLINE STASEE SHEET C-4758+00MATCHLINE STASEE SHEET C-4967+502C-03CONC ENCASE PIPEABOVE UNK UTILPAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.INSTALLED EVERY 20'HDC INSTALLED-...J ::c CJ !;;; :ii: ' -------·········r··----=---······=---------...... , , .... , .... , ... ' ....... ·········!--------,---------,--------........ . .. ·:······· ' ...... '. ........ :-...... , ........ ~········ ' ...... ··········r····· ., ........ ·=········· ' ...... '. ........ :. ...... , ........ ~········ ' ······· 1·········r····· ., ........ ·=········ r---.. ,--.; .. ..... , ...... . ....... ....... ··••:••····.. . , ...... . :----. ..._ . ~····~:·········,········ I : ~---.....~-······· ·········:········ c········c········ ....... ···+···· .. • ' ,...... . .. , ...... . ' ...... '·········:······· ., ......... , ........ . 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I ···1 7 _,L\ ) -12a I I ,_ ,_ ;' ! '-J u I _I I Ile! Lll ·;I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P EL CAMINO REAL ALIGN A-Sf A 58+00 TO STA 67+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.C:TPTD DY: TF'!F!\ JIS IR ,_ D\''.11' OY i:~f--,T1 R'r P ••i/:1! ; · U·IC lllck '.)"-/I-"1 l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 0510152025303540051015202530354067+5068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00EXIST GRADE ABOVEPIPE CENTERLINE8" W24" SD20" S20" SSEE SHEET C-4867+50SEE SHEET C-5077+0020" S8" SS= 0.0106S= 0.0050HD COUPLINGSTA: 73+68.80IE: 18.79446" RWGVSTA: 73+77.117T8" WT THD COUPLINGSTA: 75+03.45IE: 19.57HD COUPLINGSTA: 75+13.65IE: 20.34S= 0.0759S= 0.005821" OUTLETSTA: 68+21.00BO @ STA 73+74BO @ STA 73+8010"F10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W 21"S21"S21"S21"S21"S21"S21"S21"S21"S21"S21"S21"S21"S21"S21"S14"W12"WSD8"S8"S8"S42"S42"S42"S42"S42"S42"S42"S42"S42"S42"S42"S42"S42"S42"S42"S27"SD27"SD27"SD24"S24"SD8"W8"W8"WTTTTTTTTTTTTTTTTTTTTTTTT67+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00RW642HAYMAR DRIVEHAYMAR DRIVE6" RWSEGMENT 5-3ALIGNMENT A79'24'-2"11'-6"525313'-3"25'-7"75'546" RWSEGMENT 5-3ALIGNMENT A47CALTRANSROWSTA 67+67.5711.25° BENDN 2 010 944.07E 6 232 303.498" W PVCTO REMAIN1STA 75+39.6422.5° BENDN 2 011 337.64E 6 232 950.33STA 76+97.9511.25° BENDN 2 011 366.46E 6 233 105.99STA 75+25.4622.5° BENDN 2 011 340.59E 6 232 936.461111PROTECT OR REPLACELANDSCAPING67+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00RW6425253464.56500.00211.27269.32107.49138.0267+73.0672+51.1569+84.3375+20.48Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-49MATCHLINE STASEE SHEET C-4867+50MATCHLINE STASEE SHEET C-5077+00INSTALLED EVERY 10'HDC INSTALLEDINSTALLED EVERY 10'.. ...... 1········'········,········,······ ..... ·······C········'······ ····· ·······'········'······ ······ ······· •········ 1······ ·····'········,········,······ ..... • • 1·········,·········c········c······ ····· ········C········ 1..... ······ ·······'········'······ ····· ······· c········ I······ ······c·········c········c······ ····· 1 ........ , ........ , ........ ,...... ···· ·······C········ 1...... ······ ········•·········•······ ······ ....... ········ ······ ..... , ........ , ........ ,...... ···· .. ...... . ...... . . ...... ; ....... : ........... ) ....... : ........................ ! ............... : ........ : ... ················· : ........ : .... . . . . . : ... .. .... . .... ....... ...... ................. • ........•....................... ········•······· •.......•....... ········•······ •.............. ········•······· .........•....... • ........•.......................... ·········· ······· •.......•..... . . ........... ············•······· •....... •·········c·········c········c······ ····· ········C········'······ ······ ·······'········'······ ····· ·······,········I······ ······c·········c········c······ ····· .. .... 0 .. ..... .. ..... .. ..... .. ...... . ...... . .. ..... . ...... ··············•······· •.......•... ············•······· •.......•... ········· ······· •.......•... ············•······· ............ ············•······· •....... -=-• • • • • • • Ii \ I I I 1-----== --=== ---=--.. ...... . ...... .. ..... . ...... . . ...... ....... . ....... . ...... . ; ........ ; ... ················· ··············· . .......•... ············•······· ............ ···•············· •.......•... ············•······· •.......•...... • • • • • • ..•.......•.......•....... · ........•.............. • • • • • • • • • ; ' . ; ' ; ' . ) . .. ..... . ...... .. ..... . ...... .. ..... ....... .. ..... . ...... . ....... . ...... .. ..... . ....... ,... . ... ,: .... ·. .. ... . . .. .. . . .. .. . . .. ... . ····i···· ...... . ··············•······· •.......•... ············•······· [ ... ..:. ...... ; ........ ; ...... , ...... ..:. ................... . • • • • .. .... ....... . ...... . ...... . ..... . .......... ············•······· •.......•... ········· ······· •.......•.. ·············•······· •.......•..... . . • • • • • • • .. .... .. ..... ....... . ...... . ..... ....... .... ············•······· •.......•... ········· ······· •.......•.. ·············•······· •.......•...... ; : . : : ; ------==. . ..,._,._. -----.~ ... ---0 0 0 I 08/06/21 SBK RECORD ORA WINGS Kennedy/Jenks Consultants Engineers & Scientists ,-,Fi; IIT 0:1,Jff Vii;", SJITF :i.0J.i r;1-,-.:i1, CA 'JC '' 'i/.F,\H '.'ill I Ii,'-'' '-!:i'•Jl~ 1'-ii.>. l>.~,R I n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 F)EC ,! ~IU ,,. ___ _ C-49 I =s;T 1 C llY CI"' C j, Ir? I <I _J _,Ii, ) -12a I ! ,._ J ) U I _I Ill,' Ul·;I'_, 'ii' IMPROVEMENT PLAN FOR: RW P&P, HAYMAR DR ALIGN A -STA 67+50 TO STA 77+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.CTP [[I DY: TF -:F:\ JIS IR C' U•.IC lllck [i\'\I[' OY: i:~f--,T1 R'r P /i\/;1/ ; · :-; \i I -j l)l I l 5208-B 508-6 10152025303540455010152025303540455077+0078+0079+0080+0081+0082+00EXIST GRADEABOVE PIPECENTERLINESEE SHEET C-4977+00S= 0.0106S= 0.0141HD COUPLINGSTA: 79+35.89IE: 24.82EOPSTA: 80+73.06IE: 26.752" OUTLETSTA: 80+70.00368" W4" TMECHANICALLYRESTRAINEDJOINTS FOR 40'42"S42"S42"S42"S42"S42"S42"S42"S24"S24"S24"S24"S24"S24"S24"S8"W8"W8"W8"W8"W8"WTTTT77+0078+0079+0080+0080+73RW663HAYMAR DRIVE6" RWSEGMENT 5-3ALIGNMENT A79'28'-1"18'END ALIGN ASTA 80+73.06END CAPN 2 011 345.86E 6 233 479.6254168" W PVC TO REMAINSTA 76+97.9511.25° BENDN 2 011 366.46E 6 233 105.9977+0078+0079+0080+0080+73RW66354 559.77 137.17 68.93 79+35.89 80+73.06Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-50MATCHLINE STASEE SHEET C-4977+00INSTALLED EVERY 10'HDC INSTALLED\ ~ ti) w z -..J :::c 0 !;;; :ii: .... ' ... I ... ... .... .... 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I · , , ....... , , ,, ,,, , ,,,,,, , , DENSE TR ----------------m1«:-. . --=--35 ----~1r-= 0 0 ... . •······· . .... . ..... .... .... , . . • . • . . •······· . .... . ...... ..... , , : . , , . . ... , : : . . ... , ,,,,,,, ,,,, ,,,,,, ,,,, : , , : , . . ... . ,,,,,,,, , ,,,, ,,,,,, ,,,, ,---, , , • , • , -----, , ;.,, "" , ,,,,,, , ' ,,,, • , , ---, ,,,,,,,, ,,,, ,,,,,, , ,,,,, : : , , : : , : , , ',,,,,,,, , .. , "" ,,,,,, , ,,,, : , , , , : , , ,---, , : , , , • , : , , , -----, , , ,,,, , ,,,,,, , , ,,,, . ..... , ...... , .... , , .... , .... ,,,,, , ,,,,, , , ,,,,,, , ,,,,,, ,,,,, , , ,,,,,, Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,Fi•, IIT 0:1,Jff VI'•., -SJITF :·J :i.0J.i r:1-,-_:/1, CA 'JC ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H 'NII I li"-'-<•Jli H.>. l>.icR 08/06/21 SBK RECORD ORA WINGS n.AF 0 0 0 0 0 0 0 0 0 0 0 0 I I Tl.Cl □ 0 F)EC ,! I \I ~IU ,,. ___ _ C-50 I =ssT I n llY CI"' C j, If-? I ···1 7 .,L\ ) -12a I I ,, ,_ ;' ! '-J u I _I I lli Ul·:I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P HAYMAR DR ALIGN A -STA 77+00 TO STA 80+74 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ JIS IR C' U·-IC lllck [i\'1,I[' OY: i:~f--,T1 R'r P •i'./:1: ; -'.)\i I ---j l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 510152025303540455101520253035404512+0013+0014+0015+0016+0017+0018+0019+0020+00EXIST GRADE ABOVEPIPE CENTERLINESEE SHEET C-5320+0012+008" SS= 0.0183S= 0.0150HD COUPLINGSTA: 12+26.06IE: 17.0572" T3" ET1" UNK2" THD COUPLINGSTA: 17+67.20IE: 25.17S= 0.0136BOPSTA: 11+41.09IE: 15.5046" RWGVSTA: 11+42.09BO @ STA 11+4510"S10"S10"S10"S10"S10"S10"S10"S24"SD10"SEEEEEEEEEE10"W12"W12"W12"W12"WTTTTTTTTTTTTTTTTTTTTTTT12+0011+4113+0014+0015+0016+0017+0018+0019+0020+006" RWSEGMENT 5-3ALIGNMENT BMARRON ROADMONROESTREETMARRON ROADMONROESTREET82'9'-9"21'-4"82'10'-1"21'6" RWSEGMENT 5-3ALIGNMENT C(SHEET C-58)5'-4"555657BEGIN ALIGN B6"x6"x6" TEEW/ 6" BF (W SIDE)STA 11+41 =STA 1+00.00SEG 5-3, ALIGN CN 2 009 585.18E 6 229 055.9874171212+0011+4113+0014+0015+0016+0017+0018+0019+0020+00555657863.71875.80819.40209.33145.00458.96105.1872.67235.6812+26.0616+22.2017+67.2014+35.4017+67.2022+26.17Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-52MATCHLINE STASEE SHEET C-5320+00INSTALLED EVERY 20'HDC INSTALLEDINSTALLED EVERY 20'INSTALLED EVERY 20'' ~ ·, 1 I/ I -I I I I I ---~-....::: -------a --------I -----= ---~------I -I ' I I '1 ~ :f:= ~ l CD I '\ I -Kennedy/Jenks Consultants Engineers & Scientists 'lie cc ,-,p_ IIT 0:1,Jff VI'•;'_ SJITF ; :·J '3.011 r:1-,-_:/1, CA 'JC '' ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H 'NII I I'-'-'' '-<1Jl~ 1--!1.>. l>.~,R I 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 0 F)EC ,! 1 ~IU ,,. __ _ C-52 I =s1T I C llY CI"' C j, Ir? I , :~: --l ,/\,, ) -12a I U I _I Ill:' Ul·:I'_, 1:1-IMPROVEMENT PLAN FOR: RW P&P, MARRON RD ALIGN 8-STA 11+41 TO STA 20+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TP [[I DY: TF -:F:\ JIS IR C' U-IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)\i I ---j l)l I l 5208-B 508-6 20253035404550556020253035404550556020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00EXIST GRADE ABOVEPIPE CENTERLINE24" SDSEE SHEET C-5429+00SEE SHEET C-5220+00S= 0.0143S= 0.0130S= 0.0136HD COUPLINGSTA: 22+26.17IE: 31.40HD COUPLINGSTA: 28+07.06IE: 31.81HD COUPLINGSTA: 25+17.98IE: 35.562" OUTLETSTA: 21+19.002" OUTLETSTA: 21+17.00336456" RWGVSTA: 25+20.007S= 0.0184T4" T4" T2" T1" UNK2" TAVAR @STA 25+17MAR @ STA 25+25.5024"SD24"SD24"SDTTTTTTTTTTTTTTTTTRWRW68673320+0021+0022+0023+0024+0025+0026+0027+0028+0029+006" RWSEGMENT 5-3ALIGNMENT BMARRON ROADMARRON ROAD82'10'-5"20'-11"57587654RWRW68673320+0021+0022+0023+0024+0025+0026+0027+0028+0029+005758819.40657.65458.96140.30235.6870.4217+67.2028+17.4722+26.1729+57.78Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-53MATCHLINE STASEE SHEET C-5220+00MATCHLINE STASEE SHEET C-5429+00INSTALLED EVERY 20'HDC INSTALLEDINSTALLED EVERY 20'....... =·········:···· ..... , ....... . .... , ........ ,. 1 ....... ~········,··· 1 ........ ; .......... , ... . ....... , ........ , ... . ....... , ......... , .... . .... , ....... . ....... =·········:···· ..... , ....... . 1······· , ........ , .. . 1······· ., .......... , .. . ... , ........ , .. ..,,,..-= -....... •·········•····· I······· ·=··········C···· 1······· ., .......... , .. . ... , ........ , .. \ : ·······:······· :········•···· . ., .......... , .......... , ... . , ........ :·········:···· ·······t······· , .........•..... . . •· .. .... , ................ , ...... . .... , ....... . . .. ·········:········ , ..... , ... : : : : : • • ,········-:······· :·········•····· . •· .. '. ....... ( ...... , ....... , .. . . . . ' .... : ........ ; . ... , ........ , ....... -:-, .......... : .. ······ . : ........ ~ ....... , .. . ., ........ ~········,··· •········ 1······· ;. ........ 0 .. . .• ......... • ......... ; ... . .; ........ ·=··········=···· ········ 1······· .; ......... ·'···· I , ........ :·········:···· • • • ·······t······· , ........•.... ···!·······--:-······ .......... . .... , ................ , ...... . ····: .. ······ . , ........ o········ , .. . '.········1······· , ........ , .. . . ········ 1······· ·:········· .;.... . ·-t-_;_-=-1-----f: ....... , ........ , ... ··:··· .. ·· ··:;:.:.;· .,-,.,.,.. ····i .. ······ c.--+-i -., ......... , ......... , .. . . . ; ......... , ......... , ... . . , ......... , ......... , .. . ········ 1······· ·:········· .; .... ... , ........ , .. .., ........ , .. 00 _1_ -1 _J _I_ LL _j_ _L -------.----,---.---~ -----=== ~ _________..----40 ., ......... ·=········· t··· • ........ , ........ ~········t··· . .... ' .. ····-f· . : ........ ~······· i .. . . • ......... ; ........ i .. . ., ......... ·=········· t··· ., ........ ~········t··· . . ; ......... , ........ t··· ... , ...... -f·· ' . . ; ......... , ........ t··· ... , ...... -f·· -----, ........ :·········:···· : ·······:······· •········•···· . ...... 1 ................. . . . ····•········ •······ ..... ·········=········· . ····•········ 1 ..... ·········=········· . ····•········ •······ ... , ................ , ...... . ... , ....... , .... . . •········ ., ........ o········ , .. . >··············· , ........ , .. . •....... 1······· , ..... , ... ····=········ , ..... • ····:········ I····· , ...... . ····=········ , ..... . . . ···: .. ······'· .... , ....... , .... . . . . ., ........ ~········,··· . .... , ........ 0 .... . . , .............. , ....... . . .... , ........ l.. .. . . : ........ , ....... . , ...... . . . ... , ........ 0 .... . .; ........ ·=··········=···· ........ 1.. ..... • ...... • ... . . : .. '······ : ..... ...... ........ ; ....... . . . ·····'········ l.. ... • . , ......... ; ....... . . ·····'········ ·'······ , ........ ········:········· ..................... , ·········:········· , ............ :········ . .................... , ............ 1 .... ...... ········=········· j ................... : . , ......... , ........ . ...... .... , ....... . ................... . . ...... : ........ .' ....... ; ······:······-'·······; ... , ........ :·········:···· '·······•······· •········•···· · ...... ,.,. ..... ·········=········· . ····•········ 1 ..... , .......... , ........ . . .......... :········ ····•········ •······ ... , ................ , ...... . . ., ........ o········ , .. . '. ....... ( ...... , ....... , .. . •...... 1·······: . ····:········ I····· ·:········<········ , ............ , ....... . ····=········ , ..... . . . . . -~ ---i--' --., ......... , ......... , .. . ........ 1······· =······ ; .... ............. ·····;··· 1···=········ .; ..... . =········ .............. , ....... . ..... , ........ I····· .... . =········ ·:·········C········ .. , ........ , .. ... : ...... . ..., ....... , ..... : ..... :... . , ....... , ..... , ....... , ..... : ........ : ..... : .... , ....... , ..... ' . . ·'·······:· ................... ......... . ..... ········=········· ·'······ ········:··· ·'·········=········· .......... •····1··· . . . . ., ......... , ......... , .. . ........ 1······· =······ ; .... ·····=········ .; ..... . =········ .............. , ....... . ..... , ........ I····· ·:·········C········ ..... . ........... . ·····=········ .; ..... . .. , ........ , .. ... : ...... . ..., ....... , ..... ' . : ..... :... . , ....... , ..... , ....... , ..... : ..... : .... , ....... , ..... , ....... , ..... ' . I'< I ·I -------------------7 ---------ASPH - - - - - - --·------4 50-~--------WTR~f=f _________________ _ ---- ----ocN3E 45 -----~1~*f~[~S------50 Kennedy/Jenks Consultants Engineers & Scientists ,-,p IIT C)l1Jff 'Ph '3,011 r:I-c::1, CA 'JC 'i/.F,\H '.'ill I li"-'-<•Jl~ H.> .. jC~cR SJITF 08/06/21 SBK . . . . I -I RECORD ORA WINGS n.AF 0 0 0 0 0 0 0 0 0 0 0 0 I I Tl.Cl □ 0 0 F)EC ,! I \I ~IU ,,. ___ _ C-53 I =saT I n llY CI"' C j, Ir? I ···1 7 _,L\ ) -12a I I ·-,_ ;' ! '-J u I _I I Ile! Lll 'ii,_, •:1· IMPROVEMENT PLAN FOR: RW P&P, MARRON RD ALIGN B -STA 20+00 TO STA 29+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.CTP [[I DY: TF-!F!\ :,ii -, JIS IR C' [i\'\I[' OY: i:~f--,T1 R'r p ••\/;1; J' U•.IC lllck l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 20253035404550556020253035404550556029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0038+50EXIST GRADE ABOVEPIPE CENTERLINE18" SD18" SD24" SDSEE SHEET C-5329+00SEE SHEET C-5538+5054" SDS= 0.0196S= 0.0155S= 0.0091S= 0.0291HD COUPLINGSTA: 37+03.62IE: 31.00HD COUPLINGSTA: 35+81.06IE: 33.40HD COUPLINGSTA: 34+09.69IE: 34.96HD COUPLINGSTA: 32+44.25IE: 30.15HD COUPLINGSTA: 29+57.78IE: 34.58S= 0.01192" OUTLETSTA: 31+33.313644556" RWGVSTA: 34+18.507T1" UNK1" UNKS= 0.0184MAR @ STA 29+5451"SD51"SD27"SD27"SD24"SD24"SD24"SD24"SD24"SD18"SD 12"W12"W12"W12"W12"W12"W12"W12"W12"WTTTTTTTTTTTRW69329+0030+0031+0032+0033+0034+0035+006" RWSEGMENT 5-3ALIGNMENT BMARRON ROAD73'-6"9'-7"22'-11"585954567RW69329+0030+0031+0032+0033+0034+0035+0018"SD24"SD24"SD12"W12"W12"W12"W12"WTTTTTT35+0036+0037+0038+006" RWSEGMENT 5-3ALIGNMENT BMARRON ROAD73'-6"9'-8"21'-1"59435+0036+0037+0038+005859657.65562.91140.30171.3770.4286.3528+17.4734+09.6929+57.7835+81.06Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-54MATCHLINE STASEE SHEET C-5329+00MATCHLINE STASEE RIGHT35+00MATCHLINE STASEE LEFT35+00MATCHLINE STASEE SHEET C-5538+50HDC INSTALLEDINSTALLED EVERY 10'I I······· ............... . ·:·········:··········:········· ; ........ ; ......... f ....... . ........ ; ........ , ......... , ... . ....... , ........ f······••:••··· ....................... ,.... ·········:··········:········••:••······· ........ ; ........ , ......... , ... . ....... , ........ :·······••:••··· ....................... ,.... ·········:··········:········••:••·· ........ ; ........ , ......... =········· ....... , ........ :········· ,..... . ...................... ,.... . ....... ·=········· t········ ., ... . . ....... ; ........ =·········=···· ....... , ........ , ......... , .................................. . • • 1 ······· ,..... ,....... . ....... , ........ ~········ ~········ ........ ·=········ , ........ t········ ........ :········ , ........ , ................ :········ , .... . . ·····f·······s·······~······~···········•;••·····>·······>·············:·······t·······,·············:·······>·····~············s·······~·····+··········•;••·····>·······>·············:·······,·······,·············:·······(·····~············s·······~·····+··········•;••·····>·······>·············:·······,·······,·············:·······,·····~············s·······f·····+·· ........ ·=········ , ........ , .. . ········:········ , ........ , ....... ········:········ , ..... , .. . 1 ....... , ..... , ...... . 1 ....... ; ...... , ....... . ·=·········=·········=········ ........ ....... ........ . . ........ ....... ........ . . . 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'-J u I _I I Ile' Lll';I '., 1/I· IMPROVEMENT PLAN FOR: RW P&P, MARRON RD ALIGN 8-STA 29+00 TO STA 38+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,c:=cp [D DY: TF ,:F:\ JIS IR C' U•.IC lllck [i\'1,I[' OY: i:~f--,T1 R'r p ·ii;,: J' '.)\i I "1 l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 20253035404550556020253035404550556038+5039+0040+0041+0042+0043+0044+0045+0046+0047+0048+00EXIST GRADEABOVE PIPECENTERLINE18" SD54" SD10"W10" F6" G2" G2" E3" G12" WSSEE SHEET C-5438+50SEE SHEET C-5648+006" WS= 0.0119S= 0.0325S= 0.0242S= 0.0065S= 0.0231HD COUPLINGSTA: 44+13.32IE: 39.49HD COUPLINGSTA: 47+39.67IE: 41.01HD COUPLINGSTA: 45+06.87IE: 36.32HD COUPLINGSTA: 41+21.68IE: 30.00HD COUPLINGSTA: 39+25.32IE: 33.658"x8"x6"x6" CROSSSTA: 44+42.24IE: 38.514656" RWGVSTA: 44+45.246" RWGVSTA: 44+39.2477T112" UNKTT3" UNK4-4" TE2" UNK3" G112" W4" TE2-3" T39+00S= 0.0122HD COUPLINGSTA: 40+40.00IE: 31.002" OUTLETSTA: 40+05.3532" OUTLETSTA: 40+07.3538" SS= 0.03382" UNK1ATTENCASEMENTELECENCASEMENTSTATION EQUATIONSTA BACK: 46+20.85=STA AHEAD: 46+00.00S= 0.024245° VERT BENDSTA: 45+36.85IE: 37.0545° VERT BENDSTA: 45+37.75IE: 38.0022.5° VERT BENDSTA: 45+50.08IE: 38.3022.5° VERT BENDSTA: 45+55.88IE: 36.06S= 0.0242MECHANICALLYRESTRAINALL JOINTSSTA: 45+25.00STA: 45+65.00CHIP AND REMOVE UP TO 6" OF ATT ENCASEMENT.DO NOT CHIP ELEC ENCASEMENT. PROVIDE SANDCUSHION BETWEEN ENCASEMENTS AND RW PIPELINEPROVIDE SANDCUSHION UNDERENCASEMENTS= 0.3859S= 1.0544410"W10"W10"W10"W8"S8"S8"S8"S10"F10"F10"F10"FW 54"SD54"SD 2"G2"G 18"SD3"G18"SD24"SD3"G3"G3"G3"G12"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"SSGGEEEEEEEEEEE E E EE10"W10"W10"W10"WEEEEEEEE 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"G6"G6"G6"GTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT3"G3"GRW717033RW39+0040+0041+0042+0043+0044+0045+0046+0046+0047+0048+006" RWSEGMENT 5-3ALIGNMENT BMARRON ROADMARRON ROAD8" RWSEGMENT 5-3ALIGNMENT A(SHEET C-47)73'-6"10'-9"22'-2"84'9'-6"25'EL CAMINO REAL608"x8"x6"x6" CROSSSEE SHEET C-47STA 44+42.24 =STA 57+17.80STA 5-3, ALIGN AN 2 010 000.01E 6 232 214.9220'-3"71STA 43+82.9911.25° BENDN 2 009 963.24E 6 232 173.216" RWSEGMENT 5-3ALIGNMENT B54612111112STA 43+77.99HD COUPLINGN 2 009 961.52E 6 232 168.51STA 43+94.9145° BENDN 2 009 965.07E 6 232 185.00STA 44+37.2445° BENDN 2 009 999.24E 6 232 209.98111STA 45+44.5045° BENDMECHANICALLYRESTRAINEDN 2 010 015.71E 6 232 315.96STA 45+75.5945° BENDMECHANICALLYRESTRAINEDN 2 009 997.36E 6 232 341.06STATION EQUATIONSTA BACK: 46+20.85STA AHEAD: 46+00.00N 2 010 004.32E 6 232 385.781294REMOVE ANDREINSTALLTRAFFIC SIGN INMEDIANRW717033RW39+0040+0041+0042+0043+0044+0045+0046+0046+0047+0048+0060 1157.14 94.03 47.04 47+39.67 48+33.70Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-55MATCHLINE STASEE SHEET C-5438+50MATCHLINE STASEE SHEET C-5648+00PAVING NOTES1. ASPHALT REMOVED DURING PIPE INSTALLATION WILL CONTAINGLASGRID AND GLASPAVE. LEGALLY DISPOSE OF MATERIAL INACCORANCE WITH STATE AND LOCAL REGULATIONS.2. ANTICIPATE UP TO 12" PAVEMENT THICKNESS ON EL CAMINO REAL.INSTALLED EVERY 20'HDC INSTALLEDi:!: Ul w z -...J ::c (.J !;;; :E • ..... ..... ,,. ...... ..... ; .. ..... ..... ..... ..... ..... •· ..... ..... •· ...... .. ... ,.,,,. ..... .. . ,,. ... ,.,,, .. ...... ... ..... .. ... ,.,,,. • • • • • • • • • • • • • . • • • • • -'--' -.... ...•...... • •••••••• .. • • • • . • ..... • • • .... ...•...... • • • • . • . • • • • • • • • • ·~ • ~ • • ' ... ,······· ···•······ . • • • : ..... . . ., ... • • • • • • ' •······· .. •······ • • • ' ... ,······· ···•······ . • • • • • • • • • • • • • • • I" ..... : (J • • ...... • • • • .. . • • • '\: • ...... • '\ • ' • • .. . • • • • • • .... :i.·····•········:··· ~ --+--1----=-...... ·•··· .. .... . . . 1 y I .... 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SJITF · .J :i.0J.i r:1·1·,:;1, CA 'JC '' "i/.F,\H ·NII I li.',li '<"•Jl~ H.>. l>.~,R • • . .. ,···· . .. •······ • •···· ... ..... . •··· ·•······ . . • • ...... ... ...... ....... .... .. ..... .... • .... ··• •······ . . . • • • • • • . . . • • • • • • ···•···· .... •······ ' •···· .. ..... •····· •···· ····•······ • • • • • . .. ,···· ... •······ ' •···· ... ..... . •··· ····•······ . . . • 08/06/21 SBK RECORD DRAWINGS ~ -.. •···· ··•···· .. •···· .. •···· i:!: Ul w z -...J ::c (.J !;;; :E n.AF CTH:::R r=i:::F:C\i,\L CD CD CD CD CD CD CD CD CD CD CD CD □ 0 F)EC ,! I ~IU ,,. __ _ ,n. ___ _ C-55 I 26DT I C llY CI"' C j_ Ir? I . :~: -l ,/\,, ) -12a I U I _I Ill,' Lll';I '., 1/I· IMPROVEMENT PLAN FOR: RW P&P, MARRON RD ALIGN 8-STA 38+50 TO STA 48+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TP [[I DY: TF -:F:\ JIS IR C' U·IC lllck [i\'1,I[\ OY: ---(~f--,T1 R'r P\i'//1_: 7·"· __ _ '.)\i I ---j l)l I l 5208-B 508-6 65707580859095100606570758085909510054+0055+0056+0057+00354045505560657075404550556065707548+0049+0050+0051+0052+0053+0054+00EXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINE24" SD18" SDS10" W114" GSEE SHEET C-5548+00SEE SHEET C-5757+00S= 0.0023S= 0.0251S= 0.0680S= 0.0698HD COUPLINGSTA: 50+32.99IE: 43.52HD COUPLINGSTA: 52+04.93IE: 47.84HD COUPLINGSTA: 53+70.65IE: 60.45HD COUPLINGSTA: 55+33.65IE: 71.8332" OUTLETSTA: 48+33.002" OUTLETSTA: 56+63.003546" RWGVSTA: 52+99.937S= 0.0502THD COUPLINGSTA: 52+54.20IE: 52.53S= 0.033342-4" ES= 0.095262-4" T2" W2" WHD COUPLINGSTA: 49+67.00IE: 41.32AVAR @ STA 49+30BO @STA 49+382" OUTLETSTA: 52+40.00318"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD18"SD10"W8"S8"SSDS3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G3"GGGGG8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"SEEEE10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"WEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTT RWRW73743348+0049+0050+0051+0052+0053+0054+0055+0056+0057+00RW6536" RWSEGMENT 5-3ALIGNMENT BMARRON ROAD84'8'-3"20'-3"84'23'-11"9'-2"6061628'-5"19'-5"74564RWRW73743348+0049+0050+0051+0052+0053+0054+0055+0056+0057+00RW6536061621157.14845.361189.8194.03140.6895.7447.0470.5047.9047+39.6750+32.9953+70.6548+33.7051+73.6754+66.40Alignment Curve TableCurve #RadiusLength TangentBOC EOCGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-56MATCHLINE STASEE SHEET C-5548+00MATCHLINE STASEE SHEET C-5757+00HDC INSTALLEDINSTALLED EVERY 20'INSTALLED EVERY 20'.. I T oo--A< I ' 00, \~J' . /.-.. \ / ~~! , I rO; :,. -~D ,r 'il I\\ DCNSE -C NC L---..:....:. _\ cf ------· -f · .~ · coNf\ -'y-;__-;...:,,--TRE,-I / I = / C L/ -7 1-r =ct' -,-~ · co~/---'--Y-·~ . . " ' ' -; "=°-~ ==-=' G -,, _, 1 . ' ' ---=7== vz-1 ' -~-I ~ \ -/ -----==---=--I cir so/ -4T!_ ---{F---~ it ------'v'--.. ----k -I------~ -\( -L -I-+~ --lsr--~ _,I -CONG I ---~ b. ' -I --"' ~= !?$ ,• ·~ m I F--, ' CONG --= :,Q I ---. ~ ~-PIPE ' ' -.JX!Nc ' I = -I .. -~•-~;;1 ~---~ tJt:?,1sl \"-, ,:;-I I 'Recs s I I ~,Q-\ D~ . / ~. -s I~ LL":, ·. -\-I ~ '\ ' . -(oJ -' --I '' \ -( I \ -~ ~ -I I ---(\ ---' -.. -. -n / OF . -~ ~ . -"':2J lcV ................... I ' I I ~ ~ I I I 0 I -----------1\ .. \ □ ~I;!~[---. ' NSF , ' ' _j o'/;IS,_ L '4' ""'-LL ,· h 7 . I G "---== -\ -/ -.:,-.. ' CONG . 1 . .. I I~ ~ ----= .... -I -I -\ & ~ ? I ------\ --. . ,. . CONG /. --TREJ;s ------. Kennedy/Jenks Consultants Engineers & Scientists <,Fi•, IIT 0:1,Jff VI'•:". SJITF · ,J c;,,J.I r:1-,·_:/1, CA 'JC '' 'i/.F,\H '.'ill I Ii,-.,, '-<•Jli 1--!1.>. l>.i,R 'r -~ '<)" I I -I I I -;c;r 7 iRccs I I I 08/06/21 SBK RECORD DRAWINGS n.AF CTH:::R r=i:::F:C\i,\L 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 0 F)EC '1 1 ~IU ,,. ___ _ C-56 I 261T I C llY CI"' C j_ If-? I <I _J _,Ii, ) -12a I ! ,.__ J ) U I _I Ill,' Ul·:I'_, 'ii• IMPROVEMENT PLAN FOR: RW P&P, MARRON RD ALIGN 8-STA 48+00 TO STA 57+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 s,c:=cp [D DY: TF -:F:\ JIS IR C' U·IC lllck [i\'\I[\ OY: i:~f--,T1 R'r P \i\/;1; ; , '.)\i I "1 l)l I l 5208-B 508-6 70758085909510010511070758085909510010511057+0058+0059+0060+0061+0062+0063+00EXIST GRADE ABOVEPIPE CENTERLINE18" SD18" SD8" S2" GSEE SHEET C-5657+002" ES= 0.0239S= 1.0088HD COUPLINGSTA: 58+79.93IE: 91.50HD COUPLINGSTA: 60+89.93IE: 94.7545° VERT BENDSTA: 60+26.23IE: 94.43HD COUPLINGSTA: 59+79.93IE: 93.25HD COUPLINGSTA: 59+94.93IE: 92.97S= 0.0050EOPSTA: 62+04.93IE: 97.502" OUTLETSTA: 61+99.0036HD COUPLINGSTA: 59+29.93IE: 93.002" OUTLETSTA: 59+47.99T45° VERT BENDSTA: 60+24.93IE: 93.1211HD COUPLINGSTA: 57+29.93IE: 81.68S= 0.0655S= 0.0300S= 0.0187S= 0.0050S= 0.00502" E2" W2" T2" G10" W2-2" T10" WELECENCASEMENTATTENCASEMENT2" OUTLETSTA: 57+13.00310"W 18"SD18"SD18"SD18"SD 18"SD8"S 3"G3"G3"G3"G3"G3"G3"G3"G 3"G8"S8"S8"S8"S8"S10"W10"W10"W10"W10"WEEEEEEEEE E10"W EEETTTTTTTTTRW75357+0058+0059+0060+00RW75357+0058+0059+0060+006" RWSEGMENT 5-3ALIGNMENT BMARRON ROADAVENIDADE ANITA84'8'-4"24'-1"STA 59+35.5590° BENDN 2 010 209.66E 6 233 703.75STA 60+13.3745° BENDN 2 010 137.20E 6 233 723.07STA 60+02.2345° BENDN 2 010 143.78E 6 233 714.06632" - 90° BENDN 2 010 222.68E 6 233 837.93FILLSTATION1C-02111STA 59+43.512" OUTLETN 2 010 201.80E 6 233 704.988"S8"S10"W10"W10"W10"W10"W6"W18"SD18"SD18"SD18"SD18"SD18"SD8"SD18"SD8"S8"S8"S8"S8"S3"G3"G3"G3"G3"G3"GG8"S10"WEEEEEEEEEEETTT T TTTTTTTRW763 60+0061+0062+00RW76360+0061+0062+00AVENIDA DE ANITAFLOWER FIELDSWAY6" RWSEGMENT 5-3ALIGNMENT B5'-4"14'-4"60'6363641END ALIGN BSTA 62+04.93END CAP w/ THRUST BLOCKN 2 009 960.07E 6 233 674.848" PWFLOWER FIELDSALIGNMENT A (SHEET C-61)61Alignment Curve TableCurve #RadiusLength TangentBOC EOC6364127.86143.0239.4357.1919.8728.9860+45.5360+84.9660+84.9661+42.15GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189 REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-57MATCHLINE STASEE SHEET C-5657+00MATCHLINE STASEE RIGHT60+50MATCHLINE STASEE LEFT60+50PLAN2001"=40'4060SHEET LEGENDENVIRONMENTALLY SENSITIVE AREACULTURAL MONITORING REQUIRED0 \ ----~ --0 \ -CONC _,___--'--,------co ---0-----------0--c . ES r ----\ = ----DEN, \ \ \ --Hdsi,,4 -2,N/Xr ------=-0 Kennedy/Jenks Consultants Engineers & Scientists ''JCl'c ,;0!•.l'I TF c:1r;c;F IJF:IF, ''J TF '.' 11 ::; .t, -,_J ---;, -C, Ci , :; .4 :~; ::T\;, !,J:_:0-b /(~,-i'_;.(J~-, -:,,\R/J-'.'/II l,i\\1S _lf-t(l,J::_:::: [J,A,[\j,f..,,:.:;t_f,; J,4 I l 08/06/21 SBK RECORD ORA WINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 ; ! -.\ -,-., ,-., --) -', =-lu I~) ----; _; UC. IL I •L; 'l'._: I Of-: C-57 s62T I C 'I' IMPROVEMENT PIAN FOR: RW P&P, MARRON RDIAVENIDA DE ANITA ALIGN 8-STA 57+00 TO STA 62+23 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 C1//··1 B'/: c-vu tr1: 5208-B l!c" -/-11 '-i'' IL! 508-6 051015202530354005101520253035401+002+003+004+005+006+007+008+009+00EXIST GRADE ABOVEPIPE CENTERLINES= 0.005012" W24" SD4" EEOPSTA: 8+38.98IE: 13.43BOPSTA: 1+00.00IE: 15.502" OUTLETSTA: 3+34.001" OUTLETSTA: 8+31.0032456" RWGVSTA: 1+01.007TTT2- 2" T2- 4" T3- 4" T12" SD45° VERT BENDSTA: 1+27.71IE: 15.3645° VERT BENDSTA: 1+30.00IE: 13.05HD COUPLINGSTA: 1+50.00IE: 12.95HD COUPLINGSTA: 4+25.00IE: 15.50S= 0.0093S= 0.0050S= 0.0050S= 1.0094116410"S10"S E EE E E 10"W 10"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W 2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"GEEEEEEEEEEEEEEEE21"SD21"SDSDSDSDSDSD10"W SDSDSDSDSDSDSDSD15"SDTTTTTTTTTTTTTTTT T T TTT TRWRW7778321+002+003+004+005+006+007+008+008+39RWRW7778321+002+003+004+005+006+007+008+008+396" RWSEGMENT 5-3ALIGNMENT CMONROE STREET6" RWSEGMENT 5-3ALIGNMENT B(SHEET C-52)MARRON ROADEND ALIGN CSTA 8+38.98END CAP W/ THRUST BLOCKN 2 010 315.42E 6 228 989.27BEGIN ALIGN C6"x6"x6" TEEW/ 6" BF (W SIDE)STA 1+00.00 =STA 11+41SEG 5-3, ALIGN BN 2 009 585.18E 6 229 055.9865666714175NOTE: 200 LF OF CONCPAVEMENT REPAIR TOMATCH EXISTINGNOTE: 100 LF OF CONCPAVEMENT REPAIR TOMATCH EXISTING121146Alignment Curve TableCurve #656667Radius1646.24983.74286.12Length207.55110.6629.43Tangent103.9155.3914.73BOC2+18.554+26.108+09.54EOC4+26.105+36.768+38.98GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-58INSTALLED EVERY 20'HDC INSTALLEDINSTALLED EVERY 20'INSTALLED EVERY 5'·o .. ·.·······'•···· : : : : .-----~__.;.. \ {I I I \ \. ~ -:-I-" I ' I =-l ....... -....... '" ASPH .......-: 7, 0 ---------------------/ Kennedy/Jenks Consultants Engineers & Scientists •l1ccc ,-,F:: IIT 0:1,Jff Vii:". SJITF ; :·J '3.011 r:1-,-_::1, CA 'JC '' ,'.3::::ii::'.,-b /[-11~, 'i/.F,\H 'NII I Ii,'-'' '-<•Jl~ 1'-!1.> .. )c~,R 08/06/21 SBK RECORD DRAWINGS 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 0 0 F)EC ,! 1 ~IU ,,. __ _ I 263T I C llY CI"' U I _I Ill:' IMPROVEMENT PLAN FOR: C-58 C j, Ir? I , :~: --l ,/\,, ) -12a I Lll'!I'_, •:1-RW P&P MONROE ST ALIGN C-STA 1+00 TO STA 8+39 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,CTP [[I DY: TF -:F:\ '.)\i I ---j JIS IR C' U-IC lllck l)l I l [i\'1,I[\ OY: ---n.AF 'ITl,'.\.I r::A-F I-JTli'-1 i:-f--,T1 R'r CTH:::R r=i:::F:C\i,\L ;:_c;:-:r-PTIT.1 P \i\\f_: ->'----5208-B 508-6 1601651701751801851901952001601651701751801851901952001+002+003+004+005+006+008" S18" SD12" W10" S3" G36" SD4" EEXIST GRADE ABOVEPIPE CENTERLINES= 0.0165S= 2.0083S= 0.0165BOPSTA: 1+00.00IE: 174.83±EOPSTA: 5+87.47IE: 182.46±45° VERT BENDSTA: 5+74.15IE: 180.34HD COUPLINGSTA: 2+59.00IE: 170.2445° VERT BENDSTA: 2+18.27IE: 170.9145° VERT BENDSTA: 2+17.06IE: 173.34S= 0.03206412" OUTLETSTA: 1+05.00T2 - TABANDONED, REMOVEINTERFERING SEGMENTAS NEEDED8" W8" W45° VERT BENDSTA: 5+75.79IE: 182.09S= 0.0320S= 1.06511111" UNK12"W12"W8"W8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"SEEEEEEEEEE EEEEE E 3"G3"G3"G3"G3"G3"G3"G3"G3"G3"G 3"G E EEEE12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W2"HPG10"W8"S12"W10"S18"SD18"SD18"SD18"SD36"SD6"RW6"RW8"RW14"WTTTTTTTTTTTTTTTTTTTTTTTTTTTT2+003+004+005+008" RWSEGMENT 7TAMARACK AVESIMSBURY COURT CHES HI R E AVE BEGIN ALIGNSTA 1+00.00N 2 008 262.29E 6 238 980.50END ALIGNSTA 5+87.47N 2 008 643.31E 6 239 265.4368FILLSTATIONSTA 1+05.002" OUTLETN 2 008 267.11E 6 238 981.811C-02462+003+004+005+00Alignment Curve TableCurve #68Radius640.28Length487.47Tangent256.23BOC1+00EOC5+87.47GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-16. REFER TOTYPICAL TEE AND IN-LINE VALVE DETAILS ON DWG C-03.8 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189 REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTINGREPAIR CONCRETE SWALE TO MATCH EXISTINGREPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.101112RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-595C-045C-04SHEET LEGENDENVIRONMENTALLY SENSITIVE AREACULTURAL MONITORING REQUIREDINSTALLED EVERY 20'HDC INSTALLED/ 1 /1 1/1/ / /// / . 1/ !, lG --'(~ \ \\\ . ..... ····C········ . , ......... ,, .. . . , .. , ........ ,,, .......... , .. ,,.,, .. .. . , .. ,,., , ........... ,, . , ........ . ..... ·····c······· . . , .. , ...... , , ... . , ... , ......... ,,, .......... , .. ,,.,, .. .. . , .. ; ..... , n . . , .. , ..... ,, ... . . 1-------:-. . . . , .. , ..... , ... . , .. , ........ , .. . ...... , ... . .. . , ................ ,, . , .. , ..... : : : : : . . •• r ••• ••• h ••• ••0••• • • • • • -. •. ··•····· \J ... , ........ , ... : ....... . . , ........ . . , ....... ,... . . , ..... : : : ..... ·····:········ . . . ·····:········ ..... . . . . . . . . . . . . . . .. , ....... . . . . ~D_·-::;--· ~ ~ ~~ ~ V ~~~:'RR'iJ.ACi< A ~~-.-::;::. -----=-----=C :.----------------= . --= 185~ , . . , .. , ........ , .. . . . . , ... ; ........ ; .. . ... , ......... , .. . : . -:--------........ , ... . ·c········ ·,--------r··· c ······· :----I··'.···· ·······: I····· :--···· ·· ···· -+-····· • , •• ,,.,,.... • ........ , •• ,,., , . .,>,,,-.. ,, • ,. , ........ , ..... , •••• , ....... , •• •'••. , ....... , , •• , ..... , •••• '··I··"·· ... , ... , .. . , .. , ...... .. . . , ........ • • : . ... ; ....... .....__ . . . . ·:······· ·:········r·· . .... ,.,, .. ,,., ... ,,, . . ,. , ....... , ... ,., .... , .. , ... . ., ......... ·=········· t··· , ........ '·········'···· ·······(······ '··············· ...... . ....... .. ,..... . ...... . • • • • • • • • • • : . . . . . . . : : ..... t········ =······· : ··t······· ,...... •···· ·,······· ··········r··· : ,······· =········· =···· : ········I······· =········· =···· : ...... . .....__ .....__ .....__ I Kennedy/Jenks Consultants Engineers & Scientists ••JU''.: ,;c;..r,1 TF c:1r;c;F rJF!IF, '') TF : Ir ::; .t, -._J ---;, -C, Ci , :; .to. :~; ::T\""'., !,J:_:0-b /(~,-i'_;.(J~-, ' ... RHITTFI:• -:,,\R/J-'.'/II l,i\\1S _lf-t(l,J::_:::: [J.A,[\j,f..,,:.:;t_f,; J,4 I l 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 ; ! -.\ -,--, ,--, --) --, ',=-lul~J-c) _; l-o-s/_0_6_/_2+--1s_a_K---I-R-E_co_R_o_o_R_A_v;_,N_G_s ___________ +----+----t---t-----J s64T I C 'I' ~' C r?. 11 ,:1 H I_. 11_1 Ill', L: il'X~ I IMPROVEMENT PIAN FOR: RWP&P, TAMARACKAVE STA 1+00 TO STA 5+87 C-59 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 C1//··1 B'·(: c-vu tr1: 5208-B r:c''·'ir:1•1:: 11::. 508-6 8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S10"W 10"W 10"W 10"W 10"W8"W8"W8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W18"SD18"SD 18"SD 18"SD 18"SD 18"SD8"SDSS S S S8"S8"S8"S8"S8"S8"S8"S 8"S8"S8"S8"SSDSDSD8"W18"SD6"W6"W8"S8"S 8"S 8"S 8"S 3"G3"G3"G3"G 3"G 3"G 3"G 3"GG GGGG8"S10"W10"WEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EGGGGGGGGGG EEEEEEEGGGGGGG G EEE ETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT2+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+002+002+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+002+002+00STA 11+58.3445° BENDN 2 009 790.24E 6 234 356.81STA 11+42.6445° BENDN 2 009 774.86E 6 234 359.97STA 8+71.9490° BENDN 2 009 547.93E 6 234 212.39STA 5+57.4890° BENDN 2 009 721.26E 6 233 950.03FLOWER FIELDSWAY8" PWFLOWER FIELDSALIGNMENT A8" PWFLOWER FIELDSALIGNMENT B6" PWFLOWER FIELDSALIGNMENT C69MARRON ROADAVENIDA DE ANITA6" RW SEGMENT 5-3,ALIGNMENT B(SHEET C-57)BEGIN ALIGN A10"x8" TEE W/ THRUST BLOCKSTA 1+00.00N 2 009 914.53E 6 233 678.35SIM TOEND ALIGN AEND CAP W/ THRUST BLOCKSTA 17+87.32N 2 010 071.68E 6 233 811.14BEGIN ALIGN CEND CAP W/ THRUST BLOCKSTA 1+00.00N 2 009 763.25E 6 234 151.92171118" PWFLOWER FIELDSALIGNMENT ASTA 17+21.0645° BENDN 2 010 081.81E 6 233 876.62STA 4+62.6890° BENDN 2 009 798.76E 6 234 004.6022.5° BENDSTA 1+41.7645° BENDN 2 009 891.99E 6 233 713.5111.25° BEND74656575544544111111111CUT AND CAP(E) 8" ACPSTA 15+32.76HD COUPLINGN 2 009 979.67E 6 234 034.69STA 14+32.37HD COUPLINGN 2 009 937.84E 6 234 125.94END ALIGN B8"x8"x8" TEESTA 2+77.41 =STA 16+46.00ALIGN AN 2 010 038.65E 6 233 938.0317END ALIGN C8"x8"x6" TEESTA 2+33.78 =STA 13+17.29ALIGN AN 2 009 876.42E 6 234 223.2517BEGIN ALIGN B8"x8"x8" TEESTA 1+00.00 =STA 2+78.00ALIGN AN 2 009 888.45E 6 233 843.61STA 15+38.76HD COUPLINGN 2 009 982.52E 6 234 029.42STA 14+38.37HD COUPLINGN 2 009 940.69E 6 234 120.665SEENOTE 5SEE NOTE 5SEE NOTE 5SEE NOTE 5SEE NOTE 5SEE NOTE 5SEE NOTE 5SEE NOTE 5STA 11+32.64HD COUPLINGN 2 009 766.51E 6 234 354.47STA 9+70.84HD COUPLINGN 2 009 630.52E 6 234 266.8144STA 15+432" WSSTA 8+831" WSSTA 11+262" WSLOCATE NEAREST AC JOINTAND COUPLE AC TO PVC6" MJxMJ45° BEND6" FLxMJ45° BEND6" FLxFLGATE VALVE8"x8"x6" MJxMJxFLTEE + TB (11SF)EXISTING 6" AC AND APPURTENANCES,REMOVE OR ABANDON AS NEEDED TOCONNECT TO NEWAlignment Curve TableCurve #69Radius284.53Length35.60Tangent17.82BOC3+29.37EOC3+64.97PLAN2001"=40'4060pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-61RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG G-03 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVV PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-168 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189 REPAIR MEDIAN CURB PER CMWD STD DWG GS-181NOTES1. SEE SHEET C-63 FOR PROFILES OF FLOWER FIELDS PIPELINES.2. ABANDON EXIST 8" AC WATER PIPE IN PLACE.3. RECONNECT 112 EXISTING SERVICES IN FLOWER FIELDS TO NEW PIPELINE.PROVIDE 72-HOUR NOTICE TO CUSTOMERS. PERFORM WATER SERVICESWITCH-OVER SO THAT NO CUSTOMER IS WITHOUT WATER FOR LONGERTHAN 8 HOURS. PROVIDE HIGH-LINING IF SHUT DOWN EXCEEDS 8 HOURS.4. PROVIDE 1.5" COLD MILL AND OVERLAY FROM CURB TO CURB FOR THEEXTENTS SHOWN UPON COMPLETION OF PW PIPELINE WORK. REPLACETRAFFIC STRIPING IN KIND.5. WHERE AC COLD MILL AND OVERLAY IS NOT SHOWN, REPLACE EXISTINGCONCRETE WITH ORNAMENTAL COBBLES IN-KIND TO MATCH EXISTING.REPLACE ONLY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES,SAW-CUT CONCRETE THAT IS REMOVED.6. RECONNECT 6 FIRE HYDRANTS TO NEW POTABLE WATER PIPELINE INACCORDANCE WITH CMWD STD DWG W-12.2C-04SHEET LEGEND1.5" COLD MILL AND OVERLAYAPPRO 56,200 SQ FT10 REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISTING11 REPAIR CONCRETE SWALE TO MATCH EXISTING12 REPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TO THESPECIFICATIONS.ENVIRONMENTALLY SENSITIVE AREACULTURAL MONITORING REQUIREDINSTALLED EVERY 5'HDC INSTALLEDI I •, 0 0 8 I 1-1 -\ I \ 0~ ~ cl C) Q. I I \~I ~I I 1 I I I J I I I 0 I 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 ,,. __ _ C' --/--\ =-08/06/21 SBK RECORD DRAWINGS i---+--+---------------1------l--_j_ ___ _J I sH6E6ET I c IT Y I~, , Ir{ I ,:~: -l U 11_1 Ill,' Lll :I'_, 1\--I C-61 r--------""T"" ________________ J--------j--t---------------+----+--+--------1 IMPROVEMENT PLAN FOR: Kennedy/Jenks Consultants Engineers & Scientists PW PLAN, FLOWER FIELDS 'licSc CP\IITF 0:IDff J':I'-:"_ SJITF ! !] s,,i.1 r:1-co, CA -r ,, ,:!~1/:',-ti /[-/.~:o::::, 'i/.fo\H 'NI I I I!,:, ' 'k:JJl\ l',;IC!IC\lR JA ll t-------t------l--------------+-----l---1---------1 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 !c,CTP-=D DY: TF0:F:Y !i-✓1--, U,'°' L lfll I;, n.AF I\ITl,'.\.I r::A-F 1·.J Tli',I D·JGI\EE~ CF V<.:RI, CTHER r=i:::F:C\i,\L LC'. PT1T1 JI~ IR C U-IC lll,k [l\",1[\ 0'{; ---(~f-11 R'r P\i'//1_: 7\/: __ l)l I l D<A\i\/l\J:; -12 5208-B 508-6 2+002+002+003+002+003+004+005+006+007+008+009+001+002+003+004+005+001+7514"W14"W14"W14"W24"SD24"SD4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"WS24"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD30"SD8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S 8"S 4"W4"W4"W8"S8"S8"S8"S8"S8"S4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W8"S8"S8"S8"S8"S8"SS 8"S10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W10"W24"SD24"SD2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G3"G3"G3"G3"G3"G3"G3"G2"G2"GEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE4"W4"WEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT8"S8"S8"S8"S4"W2+002+002+003+002+003+004+005+006+007+008+009+001+002+003+004+005+001+756" PWCARLSBAD PALISADESALIGNMENT A6" PWCARLSBAD PALISADESALIGNMENT B6" PWCARLSBAD PALISADESALIGNMENT C6" PWCARLSBAD PALISADESALIGNMENT D6" PWCARLSBAD PALISADESALIGNMENT ECARLSBAD PALISADESPALISADES DRIVEDRIFTWOODCIRCLEDRIFTWOODCIRCLECORALWOODCIRCLECORALWOODCIRCLETAMARACKAVENUEPALISADES DRIVECUT AND CAP(E) 4" ACPSEE NOTE 23'-2"5'-4"4'6'3'-2"10'-10"13'-3"13'-3"26'-6"8'-1"3'-6"26'-6"12'3'-2"2'-10"8'-2"26'-6"2'-10"3'-2"12'1'-9"4'-6"26'-6"8'-1"26'-6"9'-6"14'-6"50'BEGIN ALIGN B6"x6"x6" TEESTA 1+00.00 =STA 1+69.47ALIGN AN 2 001 566.10E 6 235 666.53BEGIN ALIGN ASTA 1+00.00N 2 001 610.56E 6 235 613.16BEGIN ALIGN D6"x6"x6" TEESTA 1+00.00 =STA 5+78.76ALIGN AN 2 001 355.55E 6 236 012.12BEGIN ALIGN E6"x6"x6"STA 0+99.48 =STA 8+04.74ALIGN AN 2 001 234.15E 6 236 202.72END ALIGN ASTA 9+63.19N 2 001 149.03E 6 236 336.371717BEGIN ALIGN C6"x6"x6" TEESTA 1+00.00 =STA 3+71.69ALIGN AN 2 001 444.75E 6 235 829.501717END ALIGN BSTA 2+84.29N 2 001 419.87E 6 235 554.37END ALIGN CSTA 2+80.16N 2 001 298.90E 6 235 723.77END ALIGN DSTA 3+15.85N 2 001 182.27E 6 235 883.50STA 4+48.0522.5° BENDN 2 001 403.68E 6 235 892.70STA 4+95.4045° BENDN 2 001 395.41E 6 235 939.32645544544454STA 3+54.4490° BENDN 2 001 066.11E 6 236 011.46STA 5+13.2590° BENDN 2 000 927.84E 6 236 089.38STA 5+70.5490° BENDN 2 000 899.53E 6 236 039.5711STA 1+60.86HD COUPLINGN 2 001 571.34E 6 235 659.69STA 3+88.38HD COUPLINGN 2 001 436.20E 6 235 842.6611STA 1+21.19HD COUPLINGN 2 001 218.40E 6 236 188.11STA 1+18.09HD COUPLINGN 2 001 340.29E 6 236 002.401111111111111111111111132'-7"66STA 1+26.09HD COUPLINGN 2 001 333.72E 6 235 997.84STA 1+31.93HD COUPLINGN 2 001 211.94E 6 236 179.52STA 1+06.1911.25° BENDN 2 001 228.49E 6 236 199.12STA 3+59.4411.25° BENDN 2 001 062.33E 6 236 014.74STA 3+64.44HD COUPLINGN 2 001 057.99E 6 236 017.21166" RW SEGMENT 5-1ALIGNMENT D(SHEET C-26)45° BENDS AT STA 5+30REMOVE (E) 4" W ACP WHEREIT CONFLICTS w/ (N) 6" W PVCCAP AND ABANDON ENDS OF(E) 4" W ACP THAT REMAINSTA 1+16.1911.25° BENDN 2 001 221.26E 6 236 192.2045'-3"HD COUPLINGSINSTALLED STA 19+75TO 20+62 EVERY 20'2+005+006+007+008+009+0010+0011+002+003+004+005+006+0014"W14"W14"W24"SD24"SD24"SD4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W4"W24"SD8"S8"S8"S8"S8"S8"S8"S10"W10"W10"W10"W4"W4"W4"W4"W8"S8"S8"S8"S8"S8"S8"S8"S4"W8"S12"W24"SD24"SD3"G3"G3"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"GEEEEEEEEEEEEEEEEEEEEE EEEETTTTTTTTTTTTTTTTT8"S8"S8"S2+005+006+007+008+009+0010+0011+002+003+004+005+006+006" PWCARLSBAD PALISADESALIGNMENT F6" PWCARLSBADPALISADESALIGNMENT FBIRCHWOODCIRCLEBIRCHWOODCIRCLETAMARACKAVENUETAMARACKAVENUE6" PWCARLSBAD PALISADESALIGNMENT G10'-10"4'-2"2'-6"3'-2"3'-2"5'-8"13'26'-6"26'-6"26'-6"13'-3"26'-6"3'-3"6'-2"BEGIN ALIGN G90° BENDSTA 1+00.00 =STA 5+78.27ALIGN FN 2 000 682.01E 6 236 494.32717END ALIGN FEND CAP w/ THRUST BLOCKSTA 6+33.43N 2 000 634.43E 6 236 518.061END ALIGN ESTA 11+29.32 =STA 5+56.40ALIGN FN 2 000 696.51E 6 236 477.9517644BEGIN ALIGN F6"x6"x6" TEESTA 1+00.00 =STA 6+76.45ALIGN EN 2 000 814.70E 6 236 100.68145566STA 5+13.2590° BENDN 2 000 927.84E 6 236 089.38STA 6+01.0711.25° BENDN 2 000 665.72E 6 236 509.84STA 5+70.5490° BENDN 2 000 899.53E 6 236 039.571STA 9+36.8745° BENDN 2 000 642.03E 6 236 295.6111111111111STA 6+35.8611.25° BENDN 2 000 842.28E 6 236 071.00STA 6+40.8611.25° BENDN 2 000 838.30E 6 236 074.0311STA 6+30.86HD COUPLINGN 2 000 846.78E 6 236 068.81STA 1+05.0045° BENDN 2 000 818.44E 6 236 103.99STA 1+10.00HD COUPLINGN 2 000 818.74E 6 236 108.98STA 1+15.02HD COUPLINGN 2 000 819.40E 6 236 113.96STA 1+20.1011.25° BENDN 2 000 820.13E 6 236 118.98STA 2+86.0845° BENDN 2 000 875.40E 6 236 275.49STA 2+91.0845° BENDN 2 000 873.07E 6 236 279.9216" PWCARLSBADPALISADESALIGNMENT ESTA 11+17.3545° BENDN 2 000 687.55E 6 236 470.02STA 11+12.34HD COUPLINGN 2 000 687.25E 6 236 465.02STA 11+10.6111.25° BENDN 2 000 687.12E 6 236 463.291STA 2+81.08HD COUPLINGN 2 000 873.91E 6 236 270.72STA 2+96.08HD COUPLINGN 2 000 869.93E 6 236 283.81STA 5+96.0722.5° BENDN 2 000 670.21E 6 236 507.651146" RW SEGMENT 5-1ALIGNMENT E(SHEET C-27)STA 4+35.60HD COUPLINGN 2 000 776.60E 6 236 387.51N 2 000 642.33E 6 236 300.60STA 9+46.87HD COUPLINGN 2 000 643.60E 6 236 305.435'2+003+004+009+002+001+002+003+004+005+006+001+751+0014"W8"W8"W24"SD24"SD24"SD8"S8"S8"S8"S8"S8"S4"W4"W4"W4"W4"W4"W4"W4"W8"S8"S4"W4"W8"S8"S14"W14"W14"W14"W14"W14"W14"W14"W4"W4"W8"S8"S4"W4"W4"W3"G3"G3"G3"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G1/2"G2"GEEEEEEEEEEEEEETTTTTTTTTTTTTTTTT8"S8"S8"S8"S8"S4"W8"W2+003+004+009+002+001+002+003+004+005+006+001+751+0045° BEND1AMBERWOODCOURT6" PWCARLSBAD PALISADESALIGNMENT H6" PWCARLSBAD PALISADESALIGNMENT G6" PWCARLSBAD PALISADESALIGNMENT ICUT AND CAP(E) 4" ACPSEE NOTE 2TAMARACKAVENUEAMBERWOODCOURT5'-7"2'3'-6"2'-6"8'-7"3'-6"6'-6"26'-6"7'-6"26'-6"26'-6"13'-3"9'-5"3'-4"3'-2"12'BEGIN ALIGN I6"x6"x6" TEESTA 1+00.00 =STA 2+24.00ALIGN HN 2 001 097.99E 6 236 497.22END ALIGN ICAP w/ THRUST BLOCKEND ALIGN G6"x6"x6" TEESTA 4+94.31 =STA 6+00.60ALIGN HN 2 000 842.82E 6 236 773.60END ALIGN HSTA 6+86.12CAP w/ THRUST BLOCKN 2 000 779.13E 6 236 830.671164176456STA 2+50.2990° BENDN 2 000 794.53E 6 236 593.96STA 3+36.6190° BENDN 2 000 736.12E 6 236 657.48BEGIN ALIGN H6"x6"x6" TEESTA 0+67.44=STAALIGN JN 2 001 191.62E 6 236 371.8117STA 3+31.64HD COUPLINGN 2 000 739.78E 6 236 654.12STA 5+61.41HD COUPLINGN 2 000 871.77E 6 236 747.19STA 2+62.64HD COUPLINGN 2 001 075.31E 6 236 528.501111STA 2+97.88HD COUPLINGN 2 000 762.98E 6 236 629.5911CUT AND CAP(E) 4" ACPSEE NOTE 2STA 1+00.00HD COUPLINGN 2 001 170.79E 6 236 396.84BEGIN ALIGN JSTA 1+00.002-45° BENDS WITH6" COUPLING ANDA 6"x8" REDUCERN 2 001 201.47E 6 236 386.93END ALIGN J90° BENDSTA 1+74.86=STA 9+63.19ALIGN AN 2 001 149.03E 6 236 336.3715544REMOVE (E) 4" AC ANDREPLACE w/ (N) 6" PVC6" PWCARLSBAD PALISADESALIGNMENT J22.5° BEND1STA 2+72.64HD COUPLINGN 2 001 068.88E 6 236 536.17STA 5+66.41HD COUPLINGN 2 000 868.29E 6 236 750.78HD COUPLINGSINSTALLED STA 19+75TO 20+62 EVERY 20'45° BENDRECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-62PLAN2001"=40'4060PLAN2001"=40'4060PLAN2001"=40'4060MATCHLINE STASEE RIGHT BELOW2+00MATCHLINE STASEE LEFT2+00MATCHLINE STASEE ABOVE RIGHT5+00MATCHLINE STASEE BELOW LEFT5+00NOTES1. SEE SHEETS C-64 AND C-65 FOR PROFILES OF CARLSBAD PALISADES PIPELINES.2. CUT AND CAP EXIST 4" AC WATER PIPE WHERE SHOWN. ABANDON EXIST 4" AC WATER PIPE IN PLACE.3. REFER TO DWG C-64 FOR HAND DIG LOCATIONS AND REQUIREMENTS.4. RECONNECT 116 EXISTING SERVICES IN CARLSBAD PALISADES TO NEW PIPELINE. PROVIDE 72-HOUR NOTICE TO CUSTOMERS. PERFORM WATER SERVICESWITCH-OVER SO THAT NO CUSTOMER IS WITHOUT WATER FOR LONGER THAN 8 HOURS. PROVIDE HIGH-LINING IF SHUT DOWN EXCEEDS 8 HOURS.5. PROVIDE 1.5" COLD MILL AND OVERLAY FROM CURB TO CURB FOR THE EXTENTS SHOWN UPON COMPLETION OF PW PIPELINE WORK. REPLACE TRAFFICSTRIPING IN KIND.6. PROTECT EXISTING FIRE HYDRANTS AND LATERALS IN PLACE.GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATE LOCATIONS. CMWDREPRESENTATIVES WILL DETERMINE FINAL LOCATIONS DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25 AND GS-36 (FULL LANEWIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLE ALL UTILITIES 4 WEEKSPRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, AND GUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FOR HORIZONTAL CURVE RADII OVER573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FOR HORIZONTAL CURVE RADIIBETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FOR HORIZONTAL CURVE RADIIBETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG G-03 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVV PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-168 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189 REPAIR MEDIAN CURB PER CMWD STD DWG GS-18110 REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISITING11 REPAIR CONCRETE SWALE TO MATCH EXISTING12 REPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E. TRAFFIC LOOP DRAWINGS AREINCLUDED AS AN APPENDIX TO THE SPECIFICATIONS.SHEET LEGEND1.5" COLD MILL AND OVERLAYAPPRO 64,820 SQ FT(EXCLUDES PALISADES DRIVEAND TAMARACK AVENUE)6C-04SIMn CD \\ II \\ 11. \ \' ·1 . 0 \ -el :~ss _it~~i~~~~~f:~t~~~l,_1.-.,~){, _L --~ -g-::::;J,\l--t=l';'i\-1', 0 ( '--------) ' ---~--= 0 Qsv-0 s __..... -~ . · c-:-_-CON CD 0 0 ----00 00 f---------\-~745---0 \ I C I I I I I ~ ~s~fss\ \ \ --I, -I I I I I/ I I I 9 rf ~01 iwt-1-J Q~ -I I I l101 l,1 / / /'j I ,-7 L ____ _j I I -08/06/21 SBK RECORD DRAWINGS Kennedy/Jenks Consultants Engineers & Scientists •i1,Sc CP. IIT 0:IDff ·p1··1". SJITF ! !'! 5.0J.i cl CA ·r !! ,:~1t,-ti /[-/.~:o::::, 'i/.fo\H 'NI I I I!.-., ' '<,Jl~ 1',;]C!IC~cR Q ' 0 0 0 0 0 0 0 0 0 0 0 0 0 1·1 11 11 11 w □ 0 CTH:::R r=i:::F:C\i,\L .t..c:-_:IPTll.1 --. ---~tWILO I_ r 0 F E = ,! _, _ -~IU ,,. __ fs: =-\ii l \V=-U tj Y: CA C C-62 I 567T I C llY CI"' C j. Ir? I <I _j _,A, ) -12a I ! '-J ) U I _I Ill,' Ul·:I'_, 1:1· IMPROVEMENT PLAN FOR: PW PLAN, CARLSBAD PALISADES RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.C:TPTD DY: TF':F:\ !i-✓1-" JIS IR C' U·IC lllck [l\",1[\ 0'{; --i:-f-11 R'r P\i'//1_: 7\/: __ l)l I l 5208-B 508-6 909510010511011512012513090951001051101151201251301+002+003+004+005+006+007+008+009+0010+0010+02TEXIST GRADEABOVE PIPECENTERLINE12" SDSSSS8" SS8" SEGS= 0.0469S= 0.0353S= 0.0749S= 0.0050S= 0.1938HD COUPLINGSTA: 2+34.84IE: 104.18HD COUPLINGSTA: 2+66.68IE: 106.19HD COUPLINGSTA: 3+00.97IE: 103.90HD COUPLINGSTA: 4+80.54IE: 108.63HD COUPLINGSTA: 5+86.03IE: 116.5311.25° VERT BENDSTA: 8+12.73IE: 117.6611.25° VERT BENDSTA: 8+36.78IE: 113.00BOPSTA: 1+00.00IE: 97.85±8" RWGVSTA: 1+01.00478"x8"x8" TEESTA: 2+74.68IE: 106.448" RWGVSTA: 2+75.688" RWGVSTA: 2+73.6877658"x6" TEE8" RWGVSTA: 8+10.0056SEE BELOWMATCHLINE STA 10+008" PW711TT2" E2" E2" G4" T2" E8" SW10" WW8" WW2" W8" W2" G4" EWWWWWS= 0.007611.25° VERT BENDSTA: 2+96.55IE: 103.7711.25° VERT BENDSTA: 2+79.68IE: 106.5911.25° VERT BENDSTA: 3+85.79IE: 104.5511.25° VERT BENDSTA: 4+02.61IE: 108.0311114S= 0.0076S= 0.1674S= 0.0305S= 0.0305SS= 0.2069WWWWHD COUPLINGSTA: 8+47.43IE: 113.05S= 0.0050S= 0.005011.25° & 22.5°VERT BENDSTA: 1+20.00IE: 98.79BOSTA 1+261" WS OUTLETSTA: 3+85.002HD COUPLINGSINSTALLEDSTA: 2+34.00STA: 2+59.00AVARSTA 8+06MARSTA 8+049095100105110115120125130909510010511011512012513010+0211+0012+0013+0014+0015+0016+0017+0018+0018+02EXIST GRADE ABOVEPIPE CENTERLINESSSSSSSS SSSSSS2" G2" G18" SD2" G2" G2" GS= 0.0050S= 0.0715S= 0.0035HD COUPLINGSTA: 10+60.49IE: 109.07EOPSTA: 17+87.32IE: 106.56SEE ABOVEMATCHLINE STA 10+008"x8"x6" TEESTA: 13+17.29IE: 108.19458" RWGVSTA: 13+18.298" RWGVSTA: 13+16.297748"x8"x8" TEESTA: 16+49.61IE: 107.04458" RWGVSTA: 16+50.618" RWGVSTA: 16+48.61778" PWTT2" ETTTT2" E2" ETTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW2" EWWETTWETTWTWWWWWETTETTWWWWWWWHD COUPLINGSTA: 10+16.77IE: 112.20WWWWAWWA C900 DR14STA: 11+42.64STA: 11+58.348" W8" WBO STA 13+132" OUTLETSTA: 11+26.002" OUTLETSTA: 15+43.00MAR STA 13+20BO STA 16+43MAR STA 16+58BO STA 17+85909510010511011512012513090951001051101151201251301+002+003+00909510010511011512012513090951001051101151201251300+501+002+003+00EXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINE8" SSS8" S2" G12" SDS8" SS= 0.0391S= 0.0500S= 0.0284HD COUPLINGSTA: 1+79.12IE: 103.20EOPSTA: 2+77.41IE: 107.04BOPSTA: 1+00.00IE: 106.44EOPSTA: 2+33.78IE: 108.19BOPSTA: 0+95.00IE: 106.14HD COUPLINGSTA: 1+94.17IE: 106.2158" RWGVSTA: 2+76.407558" RWGVSTA: 1+01.006" RWGVSTA: 2+32.78478" PW6" PW75TWWW2" EWTTT2" E4" EWWW2" EWWW4" EW3" G3" E6" W8" W4" E2" GHD COUPLINGSTA: 1+30.83IE: 103.87S= 0.0833S= 0.0140HD COUPLINGSTA: 1+20.47IE: 105.42S= 0.0107AWWA C900 DR14STA: 1+60.00STA: 1+80.004MARSTA 0+98BO STA 1+20MARSTA 2+25MARSTA 2+72BO STA 1+75MARSTA 1+05RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021PW ALIGNMENT A - PROFILE2001"=40'4060HORIZ:VERT:pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-63401"=8'812PW ALIGNMENT A - PROFILE (CONT)2001"=40'4060HORIZ:VERT:401"=8'8122001"=40'4060HORIZ:VERT:401"=8'8122001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT B - PROFILEPW ALIGNMENT C - PROFILEGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-168 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-18#NOTES1. SEE SHEET C-61 FOR PLAN OF FLOWER FIELDS PIPELINES.2. ABANDON EXIST 8" AC WATER PIPE IN PLACE.3. RECONNECT ALL EXISTING SERVICES TO NEW PIPELINE. PROVIDE72-HOUR NOTICE TO CUSTOMERS. PERFORM WATER SERVICESWITCH-OVER SO THAT NO CUSTOMER IS WITHOUT WATER FORLONGER THAN 8 HOURS. PROVIDE HIGH-LINING IF SHUT DOWN EXCEEDS8 HOURS.4. PROVIDE 1.5" COLD MILL AND OVERLAY FROM CURB TO CURB FORENTIRE PIPE LENGTH UPON COMPLETION OF PW PIPELINE WORK.REPLACE TRAFFIC STRIPING IN KIND.9REPAIR MEDIAN CURB PER CMWD STD DWG GS-1810REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISITING11 REPAIR CONCRETE SWALE TO MATCH EXISTING12 REPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TOTHE SPECIFICATIONS.' --~--.,., ., :,. ::·:. l·-~::i:?::::~r. I --'··: ... }. ::::· ----'i.::c-,-re : : .. .. . . 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SJITF ,-J '3.011 r:1-,-.::1, CA 'JC ,'.:~1t,-b /[-/.~:o::::, 'i/.F,\H 'Nlllli••-'-<,Jli H.>. l>.icR "( ....... : ........ : ... : : ....... ·..... . .... , .............. . 08/06/21 SBK RECORD ORA WINGS n.AF 0 0 0 0 0 0 0 0 0 0 0 0 I I Tl.cl □ F)EC ,! I \I ~IU CA C-63 I 268T I n llY CI"' C j, Ir? I ---1 7 _,L\ ) -12a I I ,_ ,_ ;' ! '-J u I _I I lli Lll ·:I'_, 'ii• IMPROVEMENT PLAN FOR: PW PROFILES, FLOWER FIELDS ALIGN A, B & C RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l.C:TPTD DY: TF0:F:\ JIS IR C' D\''.11' OY: i:~f--,T1 R'r p ••::';,: J' U·IC lllck '.)"-/I-"1 l)l I l D-_iA\iVI\J:; -12 5208-B 508-6 1251301351401451501551601651301351401451501551601651+002+003+004+005+001151201251301351401451501151201251301351401451505+006+007+008+009+009+00859095100105110115120808590951001051101151209+0010+0010+003"G4" EWWWWWWWWSSSSSSSS12" GWWWWWWWWWWSSSSS SS24" SD12" G2" G12" G6" WEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADE ABOVEPIPE CENTERLINEEXIST GRADEABOVE PIPECENTERLINES= 0.0184S= 0.0084S= 0.0103S= 0.41 9 9 S= 0.0048S= 0.5968 S= 0.0050END HANDEXCAVATIONSTA: 5+09.21IE: 128.3422.5° VERT BENDSTA: 4+91.93IE: 128.4222.5° VERT BENDSTA: 4+53.06IE: 144.74HD COUPLINGSTA: 3+63.05IE: 146.33HD COUPLINGSTA: 1+60.86IE: 148.0222.5° VERT BENDSTA: 8+73.82IE: 126.51BEGIN HANDEXCAVATIONHD COUPLINGSTA: 4+48.05IE: 144.77BEGIN HANDEXCAVATIONSTA: 8+69.24IE: 126.53END HAND EXCAVATION22.5° VERT BENDSTA: 9+50.59IE: 83.46BOPSTA: 1+00.00IE: 148.656456"x6"x6" TEESTA: 1+69.47IE: 147.956" RWGVSTA: 1+70.476" RWGVSTA: 1+68.47776" RWGVSTA: 3+73.696" RWGVSTA: 3+71.696"x6"x6" TEESTA: 3+72.69IE: 146.15775446" RWGVSTA: 9+62.3076"x6"x6" TEESTA: 5+78.76IE: 128.006"x6"x6" TEESTA: 8+04.74IE: 126.906" RWGVSTA: 8+05.746" RWGVSTA: 8+03.747754546" RWGVSTA: 5+77.756" RWGVSTA: 5+79.7577HD COUPLINGSTA: 8+78.43IE: 124.57HD COUPLINGSTA: 8+83.04IE: 122.22HD COUPLINGSTA: 9+44.18IE: 86.19HD COUPLINGSTA: 9+39.62IE: 88.4511116" PW6" PWS= 0.5060S= 0.4208TTTS= 0.0048S= 0.0058S= 0.4208S= 0.5089S= 0.005064" W2" ETTG2" EGTT2" EG2" E2" E2" ETTTTT2" ETTTTTTT2" ETSDGEENCASE1301351401451501551601651701301351401451501551601651701+002+003+001251301351401451501551601651251301351401451501551601651+002+003+001101151201251301351401451501101151201251301351401451501+002+003+004+00WWWWWSSS S2" G8" S4" WWWWW2" G8" SSS2" G2" G4" W8" SW WWWWWSSSSSEXIST GRADEABOVE PIPECENTERLINEEXIST GRADEABOVE PIPECENTERLINEEXIST GRADE ABOVEPIPE CENTERLINES= 0.0045S= 0.0050S= 0.0076EOPSTA: 2+84.29IE: 148.78BOPSTA: 1+00.00IE: 147.95BOPSTA: 1+00.00IE: 146.15EOPSTA: 2+80.11IE: 143.45EOPSTA: 3+15.85IE: 129.10BOPSTA: 1+00.00IE: 128.0046" RWGVSTA: 1+01.00646" RWGVSTA: 1+01.006" RWGVSTA: 1+01.00577766" PW6" PW6" PWHD COUPLINGSTA: 1+18.11IE: 144.38HD COUPLINGSTA: 1+25.10IE: 127.6624" SD2" E2" EW2" ETTTTTW12" GTT2" ETTTT2" E1" UNK12" G2" ETTT2" G2" ETTT2" ETTT2" G2" ETTT2" G2" ETTT2" E2" GTTTT2" E1" UNK2" ETTTT2" GTTTTTHD COUPLINGSTA: 1+10.55IE: 128.28S= 0.0431S= 0.0268HD COUPLINGSTA: 1+23.11IE: 144.23S= 0.0976S= 0.02884SSAWWA C900 DR14AWWA C900 DR14STA: 2+84.29STA: 1+00.00STA: 2+80.11STA: 1+00.001051101151201251301351401451101151201251301351401451+002+00 2+2090951001051101151201258590951001051101151201252+203+004+005+006+008" S12" GWW12" GW2" G14" W8" SSSSSEXIST GRADEABOVE PIPECENTERLINES= 0.0119S= 0.7160S= 0.0166S= 0.0173EOPSTA: 4+94.31IE: 94.3990° BEND,ROTATE UPSTA: 3+36.60IE: 97.1111.25°+22.5° VERT BENDSTA: 2+26.39IE: 98.9411.25°+22.5°VERT BENDSTA: 1+87.00IE: 127.14END HAND EXCAVATIONSTA: 3+15.93IE: 97.45BEGIN HANDEXCAVATIONSTA: 1+12.25IE: 126.264BOPSTA: 1+00.00IE: 126.116" RWGVSTA: 1+01.00766" RWGVSTA: 4+84.00746" PW111BO STA 4+80RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-64PW ALIGNMENT A - PROFILE2001"=40'4060HORIZ:VERT:401"=8'8122001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT G - PROFILE2001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT B - PROFILE2001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT C - PROFILE2001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT D - PROFILEGENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-168 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#NOTES1. SEE SHEET C-62 FOR PLAN OF CARLSBAD PALISADES PIPELINES.2. CUT AND CAP EXIST 4" AC WATER PIPE WHERE SHOWN. ABANDONEXIST 4" AC WATER PIPE IN PLACE.3. PERFORM HAND EXCAVATION ALONG THE ALIGNMENT ASINDICATED. USAGE OF MECHANICAL AND PNEUMATIC EQUIPMENTIS NOT ALLOWED. EXERCISE GREAT CARE TO LIMIT IMPACT TOEXISTING LANDSCAPING. REPLACE ANY DAMAGED OR REMOVEDLANDSCAPING IN KIND AS DIRECTED BY CMWD.4. RECONNECT ALL EXISTING SERVICES TO NEW PIPELINE. PROVIDE72-HOUR NOTICE TO CUSTOMERS. PERFORM WATER SERVICESWITCH-OVER SO THAT NO CUSTOMER IS WITHOUT WATER FORLONGER THAN 8 HOURS. PROVIDE HIGH-LINING IF SHUT DOWNEXCEEDS 8 HOURS.5. PROVIDE 1.5" COLD MILL AND OVERLAY FROM CURB TO CURBFOR ENTIRE PIPE LENGTH UPON COMPLETION OF PW PIPELINEWORK. REPLACE TRAFFIC STRIPING IN KIND.10REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISITING11 REPAIR CONCRETE SWALE TO MATCH EXISTING12 REPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TOTHE SPECIFICATIONS.• . • • . . . . . . . . . l I • . . • . -.... :········:··· . '. ' • . . • . • . . . . • , : \ . • I l • . • • ("fj • • • • • • . • . • . . . . • . • . • • . . • . • . ········ ········ ... • ····· ..... • ··············· . L . . ... ········ ········ . • . • . . . . . ... . ' . • • • . • . • . • • • . • • • -• . • . • • • • . • • • " . . I . ···r --~-✓ • • , . • L ········ .... . .. ...... 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' . . • • • • • • • • • • • • • • • • Kennedy/Jenks Consultants Engineers & Scientists ')lccc ,-,p IIT '•lrJff VI!;", SJITF ,-) :i.0J.I r:1-,-.:!1, CA 'JC ,'.:~1t,-b /[-/.~:o::::, •i/F,\H •NII I 11··-'-<•Jl~ H.>. 1>.~cR 08/06/21 SBK RECORD ORA WINGS U,'°' L lfll I;, n.AF 0 0 0 0 0 0 0 0 0 0 0 0 I I Tl.Cl □ F)E·~ ,! ~IU llY IMPROVEMENT PLAN FOR: I \I C' --/--\ =-C-64 ) PW PROF/LES.,CARLSBAD PALISADES AL/Gtv A, B, C, D & G RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l,C .TPTD Qi"• TF''F' I :iii--, D\''.11' OY: i:~f--,T1 R'r p ·•i:,, ! ' U•.IC lllck 5208-B l)l I l D-_iA\iVI\J:; -12 508-6 1051101151201251301351401451051101151201251301351401450+75 1+002+003+004+005+006+007+008+009+0010+00T3" G3" G12" G12" G12" G4" W8" S18" SD18" SD12" W24" SD8" S10" WWWWWWW6" WSSS SSS8" SEXIST GRADE ABOVEPIPE CENTERLINES= 0.0081HD COUPLINGSTA: 2+88.11IE: 125.3922.5° VERT BENDSTA: 4+41.72IE: 119.3322.5° VERT BENDSTA: 4+49.35IE: 115.8245° VERT BENDSTA: 5+16.00IE: 116.4345° VERT BENDSTA: 5+74.35IE: 123.52HD COUPLINGSTA: 5+88.12IE: 123.79HD COUPLINGSTA: 6+54.11IE: 123.18HD COUPLINGSTA: 6+68.46IE: 122.23S= 0.0658S= 0.0199S= 0.0171BOPSTA: 0+99.48IE: 126.92SEE BELOW LEFTMATCHLINE STA 10+0056" RWGVSTA: 1+00.4877466" RWGVSTA: 6+77.456"x6"x6" TEESTA: 6+76.45IE: 122.146" RWGVSTA: 6+75.457446" PW6" PW1111T4" WE4" W4" WWS2" GS= 0.4610S= 0.0050HD COUPLINGSTA: 6+83.92IE: 122.062" E2" G3" ETTT2" ETTT12" G2" ETTTTTT6" W3" E2-1" UNKWW45° VERT BENDSTA: 5+71.35IE: 120.40HD COUPLINGSTA: 5+14.39IE: 116.4045° VERT BENDSTA: 5+20.00IE: 119.38HD COUPLINGSTA: 4+54.34IE: 115.62HD COUPLINGSTA: 4+38.49IE: 119.46HD COUPLINGSTA: 3+73.95IE: 120.56HD COUPLINGSTA: 3+50.00IE: 121.46S= 0.0635S= 0.0376S= 0.0396S= 1.0392HD COUPLINGSTA: 7+05.63IE: 120.72HD COUPLINGSTA: 7+10.63IE: 120.75HD COUPLINGSTA: 7+54.26IE: 124.02S= 0.0114S= 0.0616S= 0.0750PROVIDE SANDCUSHIONS= 0.0395S= 0.0199PROVIDE SANDCUSHIONPROVIDE SANDCUSHIONS= 0.01296" RW6" RWS= 0.0093S= 0.0059SAWWA C900 DR14STA: 3+54.44STA: 5+85.00AWWA C900 DR14STA: 9+41.87S= 0.7375BO STA 5+10AVAR STA 6+0010511011512012513013514014510511011512012513013514014510+0011+0012+00EXIST GRADEABOVE PIPECENTERLINEEOPSTA: 11+29.32IE: 125.89SEE ABOVE RIGHTMATCHLINE STA 10+006" RWGVSTA: 11+28.3256" PWS SSS2" GEW2" E2" G4" WE2" E4" WS= 0.0050S= 0.0046HD COUPLINGSTA: 11+17.35IE: 125.84WTTTTTTTTTTTTAWWA C900 DR14STA: 11+29.327075808590951001051107075808590951001051100+501+002+003+004+005+006+007+00S SS4" WSSWSWSWSSWSS4" W12"GSS12" GEXIST GRADE ABOVEPIPE CENTERLINES= 0.0071S= 1.0148S= 0.005045° VERT BENDSTA: 1+38.41IE: 81.3745° VERT BENDSTA: 1+48.05IE: 91.16EOPSTA: 6+86.12IE: 95.00BOPSTA: 0+67.44IE: 78.69646" RWGVSTA: 0+68.4476"x6"x6" TEESTA: 6+00.60IE: 94.396"x6"x6" TEESTA: 2+24.00IE: 91.706" RWGVSTA: 2+25.006" RWGVSTA: 2+23.006" RWGVSTA: 6+01.606" RWGVSTA: 5+99.60774455776" PW11TT8" W24" SD6" RW45° VERT BENDSTA: 0+97.93IE: 81.1745° VERT BENDSTA: 0+95.61IE: 78.83S= 0.0050S= 1.00968" SSCONCENCASEAWWA C900 DR14STA: 0+68.44STA: 0+95.611101151201251301351401451501101151201251301351401451501+002+003+004+005+006+007+00EOPSTA: 6+33.43IE: 127.2266" PW8" S10" WS= 0.0171S= 0.0100S= 0.0626S= 0.07622" GTEE2" GWGWWEEWWGEWGWWGEWWGE2" W4" WWSSSS6"x6"x6" TEESTA: 5+78.27IE: 126.11BOPSTA: 1+00.00IE: 122.14HD COUPLINGSTA: 1+11.01IE: 121.456" RWGVSTA: 1+01.00476" RWGVSTA: 5+55.406" RWGVSTA: 5+57.406" RWGVSTA: 5+77.276" RWGVSTA: 5+79.27HD COUPLINGSTA: 5+96.07IE: 126.29HD COUPLINGSTA: 6+01.07IE: 126.676"x6"x6" TEESTA: 5+56.40IE: 125.8954547777WGGETTTWETT4-TTT4-TEGWAWWA C900 DR14STA: 6+33.43STA: 1+00.0080859095100105110115120808590951001051101151201+002+003+0014" WWWSS S8" SWEXIST GRADEABOVE PIPECENTERLINES= 0.0052EOPSTA: 2+45.58IE: 92.46BOPSTA: 1+00.00IE: 91.9046" RWGVSTA: 1+01.00676" PW4" W6" SDAWWA C900 DR14STA: 1+05.00STA: 1+25.00RECORD DRAWINGSTHIS RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATIONPROVIDED BY THE CONTRACTOR AND OTHERS. KENNEDY/JENKS CONSULTANTSHAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF THE INFORMATIONPROVIDED TO THEM AND DOES NOT WARRANT THE ACCURACY OR COMPLETENESSOF THIS RECORD DRAWING. USERS OF THIS RECORD DRAWING ASSUME ALL RISKOF LOSS RESULTING FROM ITS USE. USERS OF THIS DOCUMENT IN ELECTRONICFORM ARE CAUTIONED AGAINST USE WITHOUT FIRST DETERMINING WHETHERCHANGES MAY HAVE BEEN MADE TO THE DOCUMENT SUBSEQUENT TO ITSPREPARATION BY KENNEDY/JENKS CONSULTANTS. ORIGINALS OF SIGNED ANDSEALED HARD COPIES OF THIS DOCUMENT ARE THE ONLY TRUE RECORD OF THECONTRACT DOCUMENTS PREPARED BY KENNEDY/JENKS CONSULTANTSC 8337403/31/202308/06/2021pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Carlsbad, City of CA\Projects\Phase III RW Pipeline Segment 5_1744100.00\10-Design\10.06-Drawings\Civil\1744100.00-C-65PW ALIGNMENT E - PROFILE2001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT E - PROFILE (CONT)2001"=40'4060HORIZ:VERT:401"=8'8122001"=40'4060HORIZ:VERT:401"=8'812PW ALIGNMENT H - PROFILEPW ALIGNMENT F - PROFILE2001"=40'4060401"=8'812PROFILE2001"=40'4060401"=8'812GENERAL NOTES1. CUSTOMERS ( ) ARE SHOWN ON DWG C-01.2. LATERALS FOR SERVICES AND AVARS ARE SHOWN IN APPROXIMATELOCATIONS. CMWD REPRESENTATIVES WILL DETERMINE FINALLOCATIONS IN THE FIELD DURING CONSTRUCTION.3. TYPICAL TRENCH SECTION PER CMWD STD DWG W-2.4. TYPICAL TRENCH REPAIR AND REPAVING PER CMWD STD DWGS GS-25AND GS-36 (FULL LANE WIDTH, 12' MIN).5. UTILITY LOCATION AND ELEVATION SHOWN IS APPROXIMATE. POTHOLEALL UTILITIES 4 WEEKS PRIOR TO CONSTRUCTION. REFER TO GENERALNOTES 14 AND 15 ON DWG G-03.6. REPLACE ALL DAMAGED CONCRETE (SIDEWALKS, CURBS, ANDGUTTERS) JOINT-TO-JOINT.7. REPLACE ALL DAMAGED TRAFFIC STRIPING IN-KIND.8. INSTALL HIGH DEFLECTION COUPLING WITH 20' PIPE LENGTH FORHORIZONTAL CURVE RADII OVER 573'9. INSTALL HIGH DEFLECTION COUPLING WITH 10' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 572' AND 287'10. INSTALL HIGH DEFLECTION COUPLING WITH 5' PIPE LENGTH FORHORIZONTAL CURVE RADII BETWEEN 286' AND 144' INSTALL THRUST BLOCK PER DWG C-01 AND CMWD STD DWG W-151CONSTRUCTION NOTES INSTALL 1" WATER SERVICE CONNECTION PER CMWD STD DWG W-32 INSTALL 2" WATER SERVICE CONNECTION PER CMWD STD DWG W-43 INSTALL 2" BO PER CMWD STD DWG W-64 INSTALL 2" MAR PER CMWD STD DWG W-65 INSTALL 2" AVAR PER CMWD STD DWG W-767 INSTALL RWGV PER CMWD STD DWGS W-13 AND W-168 INSTALL THRUST ANCHOR FOR REDUCER PER CMWD STD DWG W-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18#NOTES1. SEE SHEET C-62 FOR PLAN FOR PLAN OF CARLSBAD PALISADESPIPELINES.2. CUT AND CAP EXIST 4" AC WATER PIPE WHERE SHOWN. ABANDONEXIST 4" AC WATER PIPE IN PLACE.3. PERFORM HAND EXCAVATION ALONG THE ALIGNMENT ASINDICATED. USAGE OF MECHANICAL AND PNEUMATIC EQUIPMENTIS NOT ALLOWED. EXERCISE GREAT CARE TO LIMIT IMPACT TOEXISTING LANDSCAPING. REPLACE ANY DAMAGED OR REMOVEDLANDSCAPING IN KIND AS DIRECTED BY CMWD.4. RECONNECT ALL EXISTING SERVICES TO NEW PIPELINE. PROVIDE72-HOUR NOTICE TO CUSTOMERS. PERFORM WATER SERVICESWITCH-OVER SO THAT NO CUSTOMER IS WITHOUT WATER FORLONGER THAN 8 HOURS. PROVIDE HIGH-LINING IF SHUT DOWNEXCEEDS 8 HOURS.5. PROVIDE 1.5" COLD MILL AND OVERLAY FROM CURB TO CURBFOR ENTIRE PIPE LENGTH UPON COMPLETION OF PW PIPELINEWORK. REPLACE TRAFFIC STRIPING IN KIND.PW ALIGNMENT I -10REPAIR TEXTURED CONCRETE MEDIAN TO MATCH EXISITING11 REPAIR CONCRETE SWALE TO MATCH EXISTING12 REPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TOTHE SPECIFICATIONS.STA: 1+10STA: 1+252C-03I I -----i--:--······························································1·· ·=-···..,.,.,.,,,..-:· I ·1············· ................ ~-·11·,,_0.T --• ' ··············:·1·········•·· ................. L ... .'.: . 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IIT ''lrJff J'T··-:3.011 r:1-,-CA ']"' ,=:::::ii::'.,-b / e. -/:: er:::, •i/P.H •NII I li••-'<,Jl~ H.>. 1>.~cR SJITF 08/06/21 SBK 11111 O RECORD ORA WINGS ITlil SI 0 0 0 0 0 0 0 0 0 0 0 0 I I Tl.Cl □ F)E·~·~'1 I I ~IU C --/--\ =-C-65 llY 17 I C lr?I ) 11 I _I 11 L ,. IMPROVEMENT PLAN FOR: PW PROFILES, CARLSBAD PALISADES AL1GN E, F, H & I RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 t.C .TPTD Qi• TF''F' 1 :iii--, [i\'1,I[' 0'1" 1~f--,T1 Rr r •'i:c , · 5208-B l)l I l D'A\iVl'J:; 12 508-6