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Home My WebLink AboutDWG 508-6; 5208-B; RECYCLED WATER PHASE III PIPELINE EXPANSION SEGMENT 5; 01-66CITY O F C A R L S B A D SETCONFORMEDBCHBMBWCYpw:\\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 PACIFICOCEANPALOMARAIRPORTROADELCAMINOREAL INTERS 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 FIELDSBRANDON HALE C 83374JUNE 22, 2018PW_PATHCONFORMEDSET V1VICINITY 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 CONSTRUCT/ON PLANS FOR THE RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 CONTRACT NO. 5208-B Municipal Water District CARLSBAD, CALIFORNIA BOARD OF DIRECTORS MATT HALL -PRESIDENT CORI SCHUMACHER -BOARD MEMBER MARK PACKARD -BOARD MEMBER KEITH BLACKBURN -BOARD MEMBER MICHAEL SCHUMACHER -BOARD MEMBER KEVIN CRAWFORD EXECUTIVE MANAGER RONALD VILLAGE O~ ~«, CHESTNUT~ -0 i A ,... t) ~ LOCATION MAP NTS F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: EL CAMINO~ ~~ 1/F ___ _ llj i .. ' \_/ ~•A. I l G-01 ~10_16_1_a_e_cH-----t-C-ON-FO_R_M[_D_s_r_r _________ -----j----j------j-------t----1 i'r0l1c I, _·_·1_·1_· ___ 1~·_c_:_1,_:_1 ._~~_H_l_l_) ~8--'·· -11-,s ,;1., :c1rn1 l___'l_?!j_ RT DIAL TOLL FREE 1-800-422-4133 AT LEAST T¥IO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1--------+----------------1------+--+-----+----.1 IMPROVEMENT PLAN FOR: .--------.--Ke-n-nedv--(J_e_n_ks_Co_n_s_u_lta-nts----t TITLE SHEET Engineers & Scientists %GS CR;\ IT l ·::·,-·:, -.1,, S.J T 71 C l--------+----------------1------+--+-----+----.I SU bl-ii I I cU: ___ :,_A_f:.0_.I _I •_/11_1 I _A_H_:-, ___ fi~'7_)~_c_: _ rJi,F l)_;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!li DC:SCR RTIO I cATF ll'IIT A RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 "J''}./\j [:\': ---·:1 ,-, 1:Y: ~-.;,;.;c E '( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 508-6 SETCONFORMEDBCHBMBWCYpw:\\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 IRONGALVGALVANIZEDSTAINLESS STEELCCURVEPOLYVINYL CHLORIDEPVCCENTERLINE4750WWOHOHTTCULVERT NATIVE 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+1914 C-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+0032 C-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+7740 C-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+2363C-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-23 STAGE 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 CONTROL109TC-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-49 STAGE 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 REQUIREDCONFORMEDSET V1--I~"", ,·~1 r----7 L ____ _J "/</<//(. > / ·••·>>. > ~</; ~-I =_111~_1 =_I I la I ·.. ... : :.. . . : ... ·J I I -' ,0 I I -----, , , , -X--X'---X-'' -0----) -----'III ■ ---0---' l r l><I 1----f,,r__ ' FE F. D P.E. __ _ -F. ----111 us L G-02 10/16/18 BCH CONFORMW SET 1----t---+-----------------____j-----1LQL CITY .!T 1~i .. c;111Ji}1Slll I) ~ r----------,--------------------------fl-----j--+---------------------l-----_J IMPROVEMENT PLAN FOR: Kennedy/Jenks Consultants Engineers & Scientists DRAWING INDEX, LEGEND & ABBREVIATIONS 'J'.;C.~, (J?/\\Jl-1 -;:, Di:T -_:,~· \ .. -. SJITI ,-SM.I DIE~C. •cJ, 92E• c,:::1.3-t,:~:-:~):~:,:: SAl''..ic., I \,\/ 111,Lkl'.:, 'f'CJcC I '"1All.<:c -: L: A I -l---+--t--------------------1-----_J RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 Di.TE IIJI-'_ DA TF I\ TIA AC::CPT[D ,LC Cc_, I cJ tlY: TP, I SI./ TI I ; I Z-~c·~ i~ ~.)\'./[\j J'-': ---1 ~HT• 31: P \/\,\ir; F :DSC IID. 5208-B 1A I c I D,-A'/': ,IC I' -508-6 SETCONFORMEDGENERAL NOTESBCHBMBWCYpw:\\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 BE 10" BINGHAM & TAYLOR MARK V WITHLOCKING LID. BLOW OFF AND MAR CANS SHALL BE ALHAMBRA A-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.CONFORMEDSET V1,, F.E F[ DF! ., 1\1 r .. ' \_/ p----1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~•~. I l G-03 ~ C I T '( U I~' C: 4 hl I :·: H 4 I ) ~ 1-----+----------------t-------t--,------i--, ___QJ_j '·· -1 1-,s ,;1 v :c1rn1 l___1?!j__ 10/16/18 BCH CONFORM[D S[T l-------+----------------t----+--+-------1----1 l-------+----------------t----+--+-------1----1 IMPROVEMENT PLAN FOR; ,----------.---:Ke=--n-n-edv----=-~-:-u=-e-n-=-ks-----:::Co=--n-s-u-=-1ta:---nts--:-----1 GENERAL NOTES Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l-------+----------------t----+--+-------1----1 u.;:,, IC 11\J 11.'"'.L -1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I DA TF ll·J IA DATF II\IIT A "J''}./\j [:\': ---·;1 ,-, 1:Y: ~'INC E'i': c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 5208-B 508-6 SETCONFORMEDRECYCLED WATER SEGMENT 5-1BCHBMBWCYpw:\\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-62POTABLE WATER CARLSBAD PALISADESPOTABLE WATERCARLSBAD PALISADESSEE BELOW RIGHTRECYCLED WATERSEGMENT 5-1SEE ABOVE RIGHTCANNON ROADKELLEY DRTAMARACK AVETAMARA CK AVEHIGH RID GE AVETAMAR AC K AVETAMARACK 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-25CONFORMEDSET V1\ \ I I I I I I I \ \ -/ ' --...... -I Kennedy/Jenks Consultants Engineers & Scientists C-62 11 • "'. ' --F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ' ' ' 1\1 r. ·'' ' \_/ 1\F ___ _ ~'~. I l G-04 '10-16-18_B_CH---t-C-ON_F_oR_M_[o_s_r_r _________ -----i----i-----,-----,-----, '+ol4c I, _·_, I_' 1_· ___ 1~_·c_:_1,_:_1_:·'_H_l_l_) ~ ' _ '·· -1 1-,S ,;I J :c1rn1 l___1?!j__ f-----------1-----------------+---+---t---t----J IMPROVEMENT PLAN FOR; KEY MAP/ RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I cATF ll'IIT A "J''}./\j [:\': ---·;1 ,-, 1:Y: ~'INC E'( c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 5208-B 508-6 SETCONFORMEDBCHBMBWCYpw:\\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 WAYCONFORMEDSET V1Kennedy/Jenks Consultants Engineers & Scientists SUbH I lcU: ___ s,_··f'_A_ll_•1\_'II_I _A1_.,i,-_, ___ fi_'"_:C_' __ s __ rJJ.F F.E F[ DF) 1\1 r ... , ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~•~. I l G-05 '10-16-18_B_CH---t-C-ON_F_oR_M_[o_s_r_r _________ -----i----i-----,-----,-----, '+olsc I, _·_, I_' 1_· ___ 1~_·c_:_1,_:_1_:·'_H_l_l_) ~ ' _ '·· -1 1-,S ,:I J :c1rn1 l___1?!j__ f------+----------------t---1------t------t-------l IMPROVEMENT PLAN FOR: KEY MAP/I RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I cATF 11·.JIT A "J''}./\j [:\': ---·:1 ,-, 1:Y: ~INC E ·( c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374BCHBMBWCYpw:\\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-164707 AMBERWOOD CT350040044279912SEGMENT 5-1ALIGNMENT C20+77.0325C-192501TAMARACK AV481880045369904SEGMENT 5-1 ALIGNMENT B 49+11.6326C-192521TAMARACK AV481870045369896SEGMENT 5-1 ALIGNMENT B 57+08.9427C-202541TAMARACK AV481860045369908SEGMENT 5-1 ALIGNMENT B 58+84.8528C-212561TAMARACK AV481845045369867SEGMENT 5-1 ALIGNMENT B 69+84.0129C-212601TAMARACK AV480000045369901SEGMENT 5-1 ALIGNMENT B 73+43.20210C-212402TAMARACK AV481851045386141SEGMENT 5-1 ALIGNMENT B 74+68.62211C-212701TAMARACK AV481820045369859SEGMENT 5-1 ALIGNMENT B 77+28.38212C-221815PALISADES DR351730045369943SEGMENT 5-1 ALIGNMENT C 2+54.00213C-221808PALISADES DR351460045369941SEGMENT 5-1ALIGNMENT C2+77.13214C-221751 EAST 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+98.13217C-231801HIGH RIDGE AV360460045369847SEGMENT 5-1 ALIGNMENT C 13+43.82118C-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 1+01.00221C-261910 EAST POINTE AV360100045369928SEGMENT 5-1 ALIGNMENT D 1+03.00222C-261906PALISADES DR351220045386195SEGMENT 5-1 ALIGNMENT D 3+47.26223C-262000PALISADES DR350640045386194SEGMENT 5-1 ALIGNMENT D 7+07.64224C-274739 BIRCHWOOD CR350610044279933SEGMENT 5-1 ALIGNMENT E 4+38.01225C-282601REGENT RD400380145369902SEGMENT 5-1 ALIGNMENT F 3+39.00226C-2815REGENT RD400390045369899SEGMENT 5-1ALIGNMENT F5+00.00227C-2816REGENT RD400400045369838SEGMENT 5-1 ALIGNMENT F 9+24.69228C-3013SALISBURY DR410350045369934SEGMENT 5-1 ALIGNMENT G 1+90.00229C-317SOUTHAMPTON RD410420044279947SEGMENT 5-1 ALIGNMENT G 10+45.00230C-3111 SOUTHAMPTON RD410410045369935SEGMENT 5-1 ALIGNMENT G 11+85.00231C-329SOUTHAMPTON RD410730044279973SEGMENT 5-1 ALIGNMENT G 21+58.87232C-332739 SOUTHAMPTON RD400005045369891SEGMENT 5-1 ALIGNMENT G 28+17.73233C-343SOUTHAMPTON RD400020044747389SEGMENT 5-1 ALIGNMENT G 39+91.26234C-341SOUTHAMPTON RD400000545369897SEGMENT 5-1 ALIGNMENT G 40+06.20235C-358DORCHESTER PL410560044747392SEGMENT 5-1ALIGNMENT H5+69.53236C-366CARNABY CT410771045369834SEGMENT 5-1 ALIGNMENT I 3+78.30237C-374612 BUCKINGHAM LN410732645369919SEGMENT 5-1 ALIGNMENT J 3+36.00238C-384553CHELSEA CT400010045386201SEGMENT 5-1 ALIGNMENT K 1+01.00239C-394566CHANCERY CT400009845369843SEGMENT 5-1 ALIGNMENT L 1+01.00240C-4014PONTIAC DR410400045386200SEGMENT 5-1 ALIGNMENT M 2+16.54241C-402700 SOUTHAMPTON RD400021045369872SEGMENT 5-1 ALIGNMENT M7+24.71242C-4119PONTIAC DR400000045369844SEGMENT 5-1 ALIGNMENT M 12+07.02243C-423600CELINDA DR310720044747402SEGMENT 5-3 ALIGNMENT A 3+85.18244C-433500 EL CAMINO REAL32216004538972SEGMENT 5-3 ALIGNMENT A 14+69.74145C-453327APPIAN RD321875045818204SEGMENT 5-3 ALIGNMENT A 30+48.79246C-452381 CARLSBAD VILLAGE DR 31124004569867SEGMENT 5-3 ALIGNMENT A 30+77.47247C-453150 EL CAMINO REAL301970045818174SEGMENT 5-3 ALIGNMENT A 32+11.64248C-453101 EL CAMINO REAL310010045385970SEGMENT 5-3ALIGNMENT A36+67.19149C-453144 EL CAMINO REAL301980045385973SEGMENT 5-3 ALIGNMENT A 37+77.49150C-463140 EL CAMINO REAL301990045818207SEGMENT 5-3 ALIGNMENT A 39+26.92251C-462751 EL CAMINO REAL270000044752342SEGMENT 5-3 ALIGNMENT A 43+65.91152C-462630 EL CAMINO REAL270313044279908SEGMENT 5-3 ALIGNMENT A 44+99.97253C-462634 EL CAMINO REAL270312044747228SEGMENT 5-3 ALIGNMENT A 45+01.97154C-462630 EL CAMINO REAL270311045386030SEGMENT 5-3 ALIGNMENT A 45+03.97155C-462760 CIRCULO SANTIAGO262060045369916SEGMENT 5-3 ALIGNMENT A 45+34.08256C-462500 EL CAMINO REAL270320045369917SEGMENT 5-3 ALIGNMENT A 47+03.76257C-472500 EL CAMINO REAL270290045369923SEGMENT 5-3ALIGNMENT A51+40.31258C-472600 EL CAMINO REAL270020045369914SEGMENT 5-3 ALIGNMENT A 52+65.88259C-452580 EL CAMINO REAL270070044747212SEGMENT 5-3 ALIGNMENT A 59+53.01160C-482500 EL CAMINO REAL270080045382114SEGMENT 5-3 ALIGNMENT A 59+55.01161C-482550 EL CAMINO REAL270090045386093SEGMENT 5-3 ALIGNMENT A 60+94.88262C-482515 EL CAMINO REAL270330016869568SEGMENT 5-3 ALIGNMENT A 64+10.97263C-482500 EL CAMINO REAL270110045386063SEGMENT 5-3 ALIGNMENT A 63+75.00264C-492500 EL CAMINO REAL270140045369939SEGMENT 5-3 ALIGNMENT A 68+08.47165C-562500 EL CAMINO REAL270220045369930SEGMENT 5-3 ALIGNMENT B 54+75.00266C-502711HAYMAR DR270112045369964SEGMENT 5-3 ALIGNMENT A 80+72.73267C-532525 EL CAMINO REAL270450045369952SEGMENT 5-3 ALIGNMENT B 21+14.18268C-532525 EL CAMINO REAL270460045369962SEGMENT 5-3 ALIGNMENT B 21+16.18269C-542525 EL CAMINO REAL270530045369940SEGMENT 5-3 ALIGNMENT B 31+33.31270C-552525 EL CAMINO REAL270360045369968SEGMENT 5-3ALIGNMENT B40+05.35271C-552525 EL CAMINO REAL270550045369890SEGMENT 5-3 ALIGNMENT B 40+07.35272C-552590 EL CAMINO REAL270060045386095SEGMENT 5-3 ALIGNMENT B 46+34.13273C-562500 EL CAMINO REAL270210045369918SEGMENT 5-3 ALIGNMENT B 48+90.23274C-562550MARRON RD281341545696870SEGMENT 5-3 ALIGNMENT B 56+72.49275C-562554MARRON RD28134164569863SEGMENT 5-3 ALIGNMENT B 56+74.49276C-572665 FLOWER FIELDS WY281040045818209SEGMENT 5-3 ALIGNMENT B 62+22.00277C-581850MARRON RD270444045369953SEGMENT 5-3 ALIGNMENT C 3+43.64278C-582571 EL CAMINO REAL270430544752316SEGMENT 5-3 ALIGNMENT C 8+37.981CUSTOMER 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'CONFORMEDSET V1□ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ & □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ---- -& - - -&--\ □ □ A 72' 'r & I & I :3\ ---&---~ ~ □ I ,, F.E F[ [) F! 111 ., □ ' \_/ □ □ □ p -1\F Dtr □ 1-2_\/l_\'/L_:, J l&-C-01 ~ -. ----------------. -. ----------. . . -. -. -111::,PC':TJC: ~'~. I l 10/16/18 BCH CONFORM[D S[T ~ ·a6 I Cl'l''r' U I~' n 41 l I (,,: H41) □ 04/30/19 BCH I \ ADDW "M[CHANICAL R[STRAINT L[NGTHS" 1\./ 7., If_,, ' □ 11 /11119 BCH UPDA TW "CUSTOM[R LIST" I -I I-1S ,:IV :c1rn1 □ 11/18/19 BCH UPDA TW "CUSTOM[R LIST" IMPROVEMENT PLAN FOR: CIVIL NOTESf, SURVEY NOTES □ Kennedy/Jenks Consultants & GUS OMER LIST □ Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 \~iC,C'.':, CR;\ IT --:;, -, ,-,-_, "' ~:7 \'I, SJ -1 11 C s::c-1• 1u: ~ . TPP' "HIT I ;:_;,.;r J lC:C:. C.i:... 921 ::::._~ ·-:~~~i~ ~ ' f; :;;,5,~ [76 :s,:::u Li L!.t. I l "J\,\/\j [Y: c'RUJl~ I IIU Jk:A.'./'i l\C I\U. S>',J?.i.11 '/1'1 I Mk:-, -c, ocr ' u.;:,, IC Ill IIAL DA TF II.I IA DATF ll'IIT A SUbH I I ,U: b/ -· / :'! -:1 ,-, 1:Y: 5208-B 508-6 f--'kC\ .. -CI V ,Lr\ A,:..;t_ -s1 rir.r -,,::IIIEEF' OF 'v\'JFiK REVS C!li DC:SCR RTIO I OT [" ;:,,_F·P~Cl\',:O.. ;,,CC[='r:::, ~: \/\.1/C E'(: 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 DEPARTMENT OF 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 DURINGCONSTRUCTION. FILL STATION DETAIL SCALE: NTS PLAN CONCRETE BASE DETAIL 3 SET CONFORMED BCH BMBWCY 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 CONFORMED SET V1 ' ' ;... &, ' b • 9 ;... ' " ·:...1 <] --- I I I ,,, I I I I I ·.:'. I I L J 1'-0" "' ,:·, i! RECYCLED WATER@ SIGN V SIGN MOUNTED ON 2" GROUT-FILLED GALV STEEL PIPE HINGE ~II I-I I 11 II-I I [_11 -I I 11 ll-111 ,l_: __ L _[__I----~---==-::JJ_J=------ CONCRETE BASE, PER DETAIL 1-3"-+-./ 6" CRUSHED ROCK 2" 2,000 LB THREADED BRASS 90' ELBOW 2" SCH 80 RED BRASS PIPE CONCRETE BASE, 1'-0" THICK 2#4 T&B EW 0 EB RECYCLED WATER SIGN MOUNTED ON 2" GROUT-FILLED GALVSTEEL PIPE 0 13" DIA X 36" HIGH ENCLOSURE, PIPELINE PRODUCTS MODEL WTS-1336-ZP-CSBD SEE NOTE 3 FOR COATING REQUIREMENTS FIELD ADJUST AS NECESSARY TO CLEAR ENCLOSURE 2" BRASS ANGLE VALVE W/ SHORT HANDLE ,,.---2" QUICK DISCONNECT W/DUSTCAP ~-HASP FOR PADLOCK W/ 518" HOLE ~--2" SCH 80 RED BRASS PIPE W/ THREADED ENDS, TYP ~-2" 3,000 LB BRASS UNION (BONNEY FORGE OR EQUAL) ~-4" SCH 40 PVC SLEEVE 2" TRAFFIC-RATED METER BOX W/ PURPLE LID APPROVED MATERIAL LIST PER CMWD AML, MODIFIED FOR 18" DEPTH 1 -111 1 ~u ----=-u -----=-J -I I -I I - I - 4" CRUSHED ROCK CONCRETE BASE, PER DETAIL EB 0 2" TRAFFIC-RATED METER BOX WI PURPLE LID PER CMWD APPROVED MATERIAL LIST, MODIFIED FOR 18" DEPTH 2" ANGLE METER STOP 2" COPPER PIPE TYPE 'K' SOFT PERCMWD STD DWG W-7-- PROTECTION POST PERCMWDSTD DWGW-24 TYPOF4 2" WATER SERVICE PERCMWDSTD DWGW-8 2" COPPER PIPE, TYPE 'K' SOFT PER CMWD STD W-7 _J A 6 _, ~ 1-z w :a, Cl w a, :a, w z :a, ~ In Order to Conserve Water RECYCLED WATER IN USE DO NOT DRINK NO TOME ELAGUA WASH HANDS AFTER CONTACTING LAVESE LAS MANOS DESPUES DE HACER CONTACTO CON EL AGUA ,---13" DIA X 36" HIGH ENCLOSURE ,,--318" 316 SS CONCRETE ADHESIVE ANCHORS WI DOUBLE HEX NUTS WI WASHERS FOR LEVELING, TYP #4@ 10" T&B EW 2'-0" 0 "RECORD DRAWING" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~l CITY OF CARLSBAD t----+-----+----------------+------<r----+----+------1 L_QLJ UTILITIES DIVISION l---+-----11------------------+---+---I----I-----I t----+-----11-------------------+----+---1----1-----c1 IMPROVEMENT PLAN FOR: C-02 SHEETS 128 0 .--------,.--K_e_n_n-ed-~-r/,-~-e-n_ks_C_o_n_s_u_lta_nt_s---1 FILL STATION DETAIL Engineers & Scientists 9665 GRANITE RIDGE DRIVE, SUITE 210 SAN DIEGO, CA 92123 858-676-7500 SUBMlffiO_· ___ SA_R_A_H_W_IL_LI_A_MS ___ 6~/_22~/_20_1_8 __ PROJECT MANAGER DA TE t----+-----11-------------------+----+---l----l-----cl DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ACCEPTED RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 '7.' ,;?{.~,,/ ACCEPTED BY: ~TER y ,SMITH DISTRICTNGINE R DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: 5208-B 6/22/2018 DATE DRAWING NO. 508-6 SETCONFORMEDBCHBMBWCYpw:\\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: NTSCONFORMEDSET V1NOTES: r STREETOR / GROUND SURFACE ///////////! ,,;J /'.~ -~~ ~\,\.1 '.</«//! ,~\,~ /7-(/7(/] TRENCH EXCAVATION I LIMIT ALONG ACP ~ 2' MIN TYP r REMOVE EXISTING ACP & INSTALL C900 PVC DR-18 REPLACEMENT SECTION AT CROSSING {MATCH SIZE AND SLOPE OF EXISTING), SEE NOTES 12" TYP r EXISTING ACP gilr"Tl-1"',__-,.--'----------'---------'----,~--,.---rl...<.,I COUPLING AT EXISTING ACP JOINT TYP ------------r•i---·n I ;, ~ /;y> ,,.(,/,,.( /~>. f~ y);y)y/,'/7/// '/ / y«✓:«✓:«<~' ' ®;0;0) ~...__ NEW RECYCLED WATER OR POTABLE WATER PIPE 1. REPLACE SECTION OF ACP WATER PIPE WHERE NEW WATER PIPE CROSSES BELOW EXISTING ACP. ASSUME ALL WATER PIPE CROSSINGS GREATER THAN 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 ON SHEET G-03. 5. NEW PVC PIPE AND FITTINGS SHALL BE DISINFECTED PRIOR TO INSTALLATION PER CMWD SPECIFICATIONS. PRESSURE TESTING NOT REQUIRED FOR NEW PVC PIPE AND FITTINGS USED TO REPLACE ACP. DISINFECT NEW PIPE AND EXISTING PIPE AT POINT OF CONNECTION IN ACCORDANCE WITH SPECIFICATION SECTION 15041. 6. SUBMIT A SHUTDOWN REQUEST IN ACCORDANCE WITH CARLSBAD NOTE 1 ON SHEET G-03. APPURTENANCE PER PLAN 3' MIN (TYP.) --,---J.....----1----NOTES: 1. TYPICAL DETAIL APPLIES TO ALL NEW IN-LINE VALVES UNLESS 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.) FL x MJ SIZE PER PLAN -TEE (TYP.) FLANGED SIZE PER PLAN 3' MIN (TYP.) -l------L---..,. -TB (TYP.) / ' APPURTENANCE PER PLAN r • ..... < ~ ! ... r---....~ I~ #5@12" "' I \ DUCTILE IRON PIPE _/ \_ 4 -#5 CONT. NOTES: 1. PIPE WITHIN CONCRETE ENCASEMENT SHALL BE DUCTILE IRON AND FULLY RESTRAINED. r STREETOR / GROUND SURFACE \/////////////// /////////////// 3'-6" TYP EXISTING POTABLE WATERMAIN \ __ ..._ _________ ...., ___________ _ -----12" MIN VERTICAL SEPARATION. ~ SAND CUSHION REQUIRED FOR LESS THAN 12" VERTICAL SEPARATION ~;:::~ " I ------I (N) RECYCLED WATER PIPELINE PVC SLEEVE IS REQUIRED WHEN VERTICAL SEPARATION, O.D. TO O.D. IS LESS THAN 12". EXTEND PVC SLEEVE 8 FT IN EACH DIRECTION FROM PIPE CROSSING, MAINTAIN MIN 4' HORIZONTAL SEPARATION, O.D. TO O.D. TO POTABLE WATER MAIN OR SEWER LINES. 2. PROVIDE CONCRETE ENCASEMENT FOR ANY PIPE THAT HAS LESS THAN 3 FEET OF COVER, WHETHER SHOWN ON THE DRAWINGS OR NOT. APPURTENANCE PER PLAN 3' MIN (TYP.) GV (TYP.) MJ x MJ SIZE PER PLAN 3' MIN (TYP.) I I -/ '\ I APPURTENANCE PER PLAN ,_ __ .,__ ___ ➔---I------'----.. ---NOTES: 1. TYPICAL DETAIL APPLIES TO ALL NEW IN-LINE VALVES UNLESS OTHERWISE STATED. 2. MAR, AVAR, AND BO TO BE 3' FROM FITTINGS. 3. INSTALL GV IN ACCORDANCE WITH CMWD STD DWG W-16. / ' Kennedy/Jenks Consultants Engineers & Scientists SUbH I lcU: ___ :0o_·c_,0_.l l_•_/1I_I _"_·H_,-, ___ fi~:c_;:~•f;,_CJrl_S __ rJ!-.F -/ ,, F.E F[ DF) 1\1 i __ ., ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: ~-~-1 l C-03 10/16/18 BCH CONFORM[D S[T ~ C I T '( U I~' C: 4 hl I ;-; H 4 I ) ~8-1--------------1------------------t----t---1-----------t-----1 __QfLJ I __ -I I-1S 1:I \/ ::-1 C11'1 L__J__?!j__ 1-----------+-----------------+---+---I--------+--_, 1-----------+-----------------+---+---1-----------t--_, IMPROVEMENT PLAN FOR: CIVIL DETAILS RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l-----------+-----------------+---+---1-----------t--_, l)_;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIC-I =:, ''}./\j [: \': ·:1 1·, 1:Y: ~-INC E'( c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 5208-B 508-6 BRANDON C. HALE 83374BCHBMBWCYpw:\\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 REALNTSNTSNTSNTSNTSNTSCONFORMEDSET V1INSTALL THRUST ANCHOR PERCMWD STD DWGW-18 INSTALL 8" GV ( FL x MJ) INSTALL 8" PVC RWPIPELINE REMOVE (E) THRUST BLOCK REMOVE (E) END CAP AND SPOOL ,I ~ .......... . ... ' I_.••.••:...~! • ,..,, . . . .. . _ ... . . "'· ... --·-. ' . -~ ,":_: .. ~ .. -.· .-. ~-·-·. . !~ ' ~--~-.. .. .. _. ... ,;,'-: ·-.... . • .. : . . ,i, . ' •, ... . . ..,-. ' ... ·-... .,· -~-:• ... (E) 8"x6" TEE (E) 8" PVC RW PIPELINE (E) 12" 45° BEND ON (E) 12" GV (E) THRUST ANCHOR (E) 12" TEE < ' r= < f -! -! f f· (EJ 12"x24" REDUCER < C < .. < y ' . REMOVE (E) BF INSTALL (N) 8"x12" REDUCER (E) THRUST BLOCK INSTALL 8" PVC RW PIPELINE INST ALL 6" GV (FL x MJ) (E) 6" GV 8 (E) 6" PVC PW PIPELINE 8 (E) 12" PVC RW PIPELINE INSTALL RESTRAINED FCA INSTALL 6" GV (FL x MJ) INSTALL 6" PVC RW PIPELINE INSTALL 12" GV (MJ x MJ) CUT-IN INSTALL (N) 8" 90" VERT BEND (FL x FL) INSTALL 2'-0" SPOOL 12" PVC RW PIPELINE REMOVE (E) BF INSTALL (N) 8" GV (FL x FL) INSTALL (N) 6" PVC RWPIPELINE (BELOW) INSTALL RESTRAINED FCA INSTALL 8" PVC RW PIPELINE INSTALL HD COUPLING INSTALL THRUST BLOCK, SIZING PER TABLE ON SHEET G-3 CUT & REMOVE PORTION OF (E) 12" PVC RW PIPELINE INSTALL 12"x6" TEE INSTALL 2'-0" SPOOL 12" PVC RW PIPELINE (E) 12" PVC RWPIPELINE REMOVE (E) THRUST BLOCK REMOVE (E) END CAP (NOT SHOWN FOR CLARITY) (E) 8" PVC RW PIPELINE 8 INSTALL 12" GV (MJ x MJ) CUT-IN 10 16 18 BCH CONFORM[D S[T (E) PVC PW PIPELINE (E) 8" CROSS INSTALL (N) 6" PVC RW PIPELINE (BELOW) INSTALL RESTRAINED FCA £ INSTALL 2'-0" SPOOL 8" PVC W PIPELINE INSTALL 6"x8" REDUCER (MJ x MJ) INSTALL RESTRAINED FCA £ INSTALL 6" PVC WPIPELINE & . ' ' . INSTALL (N) RESTRAINED FCA (BELOW), TYP OF 3 INSTALL (N) 8"x6"x6" TEE (FL x FL x FL) (BELOW) (E) 8" GV l:. >· •_ . I.• ' . ' ' . ' ' . > • • • . ~i. ·• _I (E) THRUST ANCHOR (E) 8"x12" REDUCER (E) 12" PVC RW PIPELINE (E)8" PVC £ W PIPELINE REMOVE (E) END CAP (NOT SHOWN FOR CLARITY) INSTALL THRUST ANCHOR PER CMWD STD DWG W-18 REMOVE (E) THRUST BLOCK F.E F[ DF! 1\1 r-... , ' \_/ 8 p· __ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~•~. I l C-04 to/0;":7 "'1188';";;-;1/99~8;:;;BCC;;;-HH---l'-!lFU':':PDc"A'=T[=D_,_Pc"'["-R-'-P"'-O,.._TH,.-,,00cL[c__'D.'..cA'..cTA"--l'R"-F"'-ls~J,.e_9_g&'--"'44u__1-_--+ __ -l------l----l '+olgc I ' I T I~' C: h' I :·: H I) I ~1F2"a·,c UPDAffDP[RPOTHOL[DATA RF/ 75 1 .. -11·,s ,;1,c1rn .. 1 r-----------,-----::-::----------------------1t--------l------------------l-----1----1---1----l "1Mc;;cP~RO~\l'.c;;E~M~EN~T~P~LAN;,:;_;=;:FO~R~::===:===::::::==:::::::::::======--'==== Kennedy/Jenks Consultants CONNECTION DETAILS Engineers & Scientists %GS CR;\ IT C -;:-,· -;, .,1,, S.J T 71 C ;:_;_t,,[·._ J lC:C:. C.i:... 921 '.:::._~ ::,s,~-c:s-:s,:::u SU cH I I cU\ ___ :0o_· f_!.0._l l_'._1vl _I _A_H_::_:-, __ __.ccfi c.._"7-'-)'---':..:..::_" __ rJi'.F 1-------t--------------+-----l--____j-----i---l RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l)_;:,, IC 11\J 11.'"'.L cATF ll'IIT A :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I A::Ccl • I U: ~ . TPP' "HIT I L •.· z-~~i....,,q{ =:, ''}./\j [: '•{: -;I ,-, 1:Y: ~'INC E'(: c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+50CONFORMEDSET V1\ \\ ,.,. \\ \ I ' 70 65 60 55 50 45 40 35 30 1+00 -BEGIN ALIGN \ END CAP W/ THRUST BLOCK 0 -< STA 1+00.00 \ N 1 993 606.36 • E6229411.74 . -. 2+00 . . . • (!) • ·······i····z·o···i·--o . ..J . 3+00 8"RW SEGMENT2 \ I-~ /.I V~I . . -. -4+00 5+00 ASPH N~ I . \ I CONG .: ·...--=---· \ 7 \ \-T3+00 T 4+01rlt1'1-7~~-~~--T~--t""S+ " ..,.. I ,,,_..,.,,...--\ 1:: ~, ./ • 11 , I I~ 1~~=-;'=======--±=j~}===~=~?}E , ... ,-~ ,, ~ :!"FIPGa tr - T '-. • T / ~ I -l!! .. I -" ? lJ;, ~ ·_u' I f--I .l,0=11 .. 51 ' CANNON ROAD ' I \ \ _\ _{£ 6' -~ -"-= .. r-'""~ -l--,r+------=1a"s~ F +=,1e"~ \ ,,_ WW • /\' 11 ~ \ 1 "S "\ 10"W-;__ -1 "VI/-'~~ _-__10"W-CE-_.'.::E_--=_=-,.,---=*_:H,:-"1F1E ___ l_]\Y-ft'~~'::110:W _T -11,"\Jll,.L_~-::-gh, 1(_!_~0"~ ~±--=-~ \~~~~~~¥;=::~~~fj~j-~"-~:,,_,:~~:[~i~-=-==~~l...:::i-•r--,----, <> ·-• CONG_....,.... ....... ~" -E-r l)i -\ \ :_\__. :r..l~;,a""-"'l==_'.'.".-~:_:::::..:::-?;+--~T~IH//r;:~=~CONC ~r-~,-:oi~~~/ ,,}' ~;;4~/ . ~ ; t,..:1 -µ. -::: c-----r .. r r DD il!--:::.:::::1 ; .. ~ ~ I ,ft \ I / B,;,~r CONG .· jlt' ~f ~ , \ \ ~ Ul \ -~~ \ 'mo Ii ' ' I \ '3 I \\ rtr \\ 6+00 I ~+O'' :r, ._. ' • -I \ \ -Ya-CJ 70 65 60 50 . . . . . . '--.,. . j ......... , : 35 7+00 8+00 30 8+50 ffi SDG&E FACILITY CONG r ) • I •1 - --------~ -STA 7+00.00 ffi STA 7+29.43 HD COUPLINGr~45" BEND 0 N 1 993 834.63 N 1 993 B45.00 j E 6 229 966.62 E 6 229 994.16 ' I I I . I . I/~ .. ''.. -~ ,J:J l I / I fJ ••'-I 7 _,,,-r-,1 ·x 1 -~.. I -....,:;,r---A:~u ,_ '5} -~ ~ _,.,,~"HPG ~ ~~"HPG • ~ "' _,, 4 , , s I s· -, I"--, ,. A8+00 f :-~ I ,.,.. ,,11-~ f I -' rnsii-I:; . I\ ___ .... j_,_~ / I L . . ~ 'SD-_L ja"SD I , ±°36"5D = T -/ II ,---~ T ~ , '" " " r-t/,~ h 1)1 I\-= 12"W----~(._ .J -D~ ' -~ 1-7 7-:r:,-..,~ ' -"' .a 7 r.00 \ ,V r'fr-1-t/ , -1 STA 7+73.53..../ ' I / -to p.~~;/'.:=:~~'I 045° BEND ROTATED 1/ii JI "BF/' I N 1 993 826. 79 ""--1. E 6 230 034.33 ....J J I / 0 w / en > ~~ I "'/ ul,0 / I ------__ ..._ ___ _ --Kennedy/Jenks Consultants Engineers & Scientists SU bl-:I I I cU: ___ :,_A_f:_.0.1_1 _-i_cl I_I _A_H_', ___ fi_:_7 ,_, __ :_: __ rJ!-.F ' . . I \ ' ' u_;:,_ IC 11\J 11,.:,_.L :::1\::;11·-JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I 0 0 0 0 0 0 0 0 0 0 0 0 cATF ll"IIT C □ F.E F[ 1··11_·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, -1·· ~-~. I l IMPROVEMENT PLAN FOR: RW P&P CANNON RD STA 1+00 TO STA 8+50 C-07 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 "J''f./·-J C:Y: ----:I f -, 1: Y: ~"-!-NC E Y f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+501C-04SEE ENLARGED PLAN ON C-09SEE ENLARGED PROFILE ON C-09NOTES1. REFER TO DWGS C-09 AND C-10 FOR ADDITIONAL INFORMATION.2. 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I @FILL STATION 2 12" W REPLACEMENT 045° BEND 12" W REPLACEMENT N 1,993,975.39 E 6,230,468.69 145 LF OF AWWA C900 DR18 MAINTAIN 4'-0" CLEAR TO NEW B" RW \ STA9+98,2~;:::i BEGIN 12"WI~ 45° BEN~~ REPLACEMENT N 1 993 904.08 N 1,993,920.79 E 6 230 245.33 E p,230,349.47, ,,,...,_ C .. ...,,. o. \ \ .-t-'~--lor=="'----~ ~\-I 45° BEND~ END 12" W REPLACEMENT N ,993,970.65 I E ,230,481.43 LU "" - -.,...!,_ . \ ~~ .. 2"HPG r!t1 ~8"W-/JI ,,_ -----,..,-=:, --~ \ \--· '"'T \ 3"HPG· \-\ 2"PG--11 ' -"HPG I ( 3 1 + -fm~ ~ " .. -_36"5D ----, ~· 36"Su _ 1 I 10+00-'.".:1, 1-~'""a .. =s ~r= , F 6'.?R;,,ir -811 ,CAN ON ROAD ~ :=::::B"S~, -., "8"! ;,---8"6 a, " -1 = 36"5D :3E--= d36"'1l> ~· 1 ~ --"•:!ff ~cc•;,., 1----12"W I --a 12'W --<= -<=-/ ' I =--12"W " ~ =:::t ,= ;y 'I -;~~ -i-11~ . ,, , /./.d-IP."~ ' ,~, r:;;:~ ,,3+0 c:c ! E ~ ~ 11~ =-El--..,____ = --.....---. .......... ........ IM fU STA 10+31.361 45° BEND'2_; N 1 993 889.47 . ' "' STA 11+43.79 2" OUTLET N 1 993 927 .22 E 6 230 380.93 0 l -:... 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STA 14+54 59_ STA 14+99.05(7\ HD COUPLING 450 BEND'2_; ~ E 6 230 275.04 B"RW SEGMENT2 ___J 11) 0 Or.~~· ',.,4 r:o . -,-4 1 I ~/• RECEIVIN~ PIT __/ N 1 994 029.89 N 1 994 047.02 I E 6 230 668.87 E 6 230 709,89 l REMOVE 12" W TO EXTENTS SHOWN _J 142 LF RECONNECT 2 WATER SERVICES ___J 140 LF OF TRENCHLlaSS INSTALLATION IN ACCORDANCE WITH NCTD STANDARDS ___, I I/ 1 STA 13+93.44 45° BENDG) N 1 994 020.81 E 6 230 612.36 ~sTA 14+12.05 STA 15+19.59(7\ G)45• BEND 45° BEND'2_; N 1 994 013.67 N 1 994 065.92 E 6 230 629.54 E 6 230 717.93 / I f-l <C en --<( Oz Z-wo >Z <(W "' I .. µ -END ALIGN 2 I STA 15+34.12 CONNECT TO EXIST 12" TEE N 1 994 071.52 ~,E 6 230 731.35 ~ STA 15+33.02 8"x12" REDUCER 5 l'----0) ,\t , Kennedy/Jenks Consultants Engineers & Scientists SUbH I lcU•----'°-A_f,_.0._11_•_/vl_l _I _A_H_:-, ____ fi_1_7 .. _' __ S __ rJ!.F 10 16 18 BCH CONFORM[D S[T 08 07 19 BCH 1 UPDA ffD Pm POTHOL[ DATA REVS C!I\ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll·JIT A □ Alignment Curve Table Curve# Radius Length Tangent BOC 0 3971.88 178.95 89.49 10+31.36 F.E F[ 1 .. 1 r ... , ' \_/ p-__ _ 1\F ____ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~'A. I l IMPROVEMENT PLAN FOR: RW P&P CANNON RD STA B+Sd TO STA 15+19 EOC 12+10.31 C-08 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, .I/ ·.J C: \': -;I ,-, 1:Y: ~INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 508-6 BRANDON C. HALE 83374PROFILEPLANNOTES: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.RDRBMBWCYpw:\\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.CONFORMEDSET V150 45 40 35 ------R/W i□I~ DI~ R/W .................................................................................................................................................................................................................................... i ............... ...................................... ...................................... ................................. i;§';:: ......................... ·····················t§·'1~ ..................................................................................................................... i .. ~ ............................... ....................... ia: 1.1; a: "' ~ ---~ l~ ~ ~ ~ . .~ ····································~ ······················~~ ······~ .................................... ······································~ ............. · ...................................... ·.~ ............................... · ...................................... · ...................................... · ............................................................................ ·0:::·1t-......................... · ..................... l'.l:'...11--··· ··············································································1 ···································· .... ·······························~ \.:I tii I SEE NOTE 5 SEE NOTE 5. '1 ! 1 ~I............................................................................................................................ ~)(IS[,TNCTDTRA-C 1-····~···········_· .. _. ········ .. ~·····,··············· .. ···························v-'········ • •• v=··· .... ~l<l$:1"NC::1"~:1"~C:f,:•,···~····· ................................. •····································· ···················~~C/J·:·:·<n~w···· ·····························································································································································N·W· ~z ~ <( (!) 1--.....::!::... --" - ---i t-W - --!--- -. (f) "' ................................................. ···· 1 ,__ -~ ------L.----\..----·---.----~-~ .... ::-::= ..... =: ... !" V---RECEI ''ING T ............................................ / ................... !'IT ....................... . I .............. ...................................... ...................................... ...................................... ......................... i/~;;MiN.. y JACKING PIT ·r-SEE I OTE 5 12" HPG 4,, E 2"W / ENqASEMENT :-----.... 42"S It ..................................................................... f-............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ . SDCW ENCAS~MENT \ ············································································· ······· ····························· ·············· · ···················· ······ ················ ············· ······································ ······································ ······································ ······································ ······································ ····················· ················ ······································ ······································ ······································ ······································ ······································ ······································ ······························ .................................................................................................................................................................... 1ii;;s6 ........................................................................... . .................... ' ............................................................................ r-..................................... r ..................................... r ..................................... ~ ...................................... ~ ...................................... ~ ...................................... .t ...................................... ~ .................. . 140'-1" LF 30" 0.0. STEEL CASING 50 45 40 35 30 12+00 MIN 35,poo PSI YIELD STRENGTH 13+00 14+0Q. _ 14f50 30 -... .... ... --... ... .... .... .... .... .... ,,,,..., ..., ..., I =-"=?J:..,,-:..a-------~-1-+ 8"W-f--NTCD R/W -;--,, ;,1 ------------/.----;r-~(__ ___________ l_t~~~I --:3:"H:PG=~==--=~3~"H:P:G~-===--=-3;"H~P~G~-== -3"HPG-+-- -3"HPG---3"HPGt--CJ \ I I -3"HPG-z I w 111-1 I I I -3"HPV---F-l I CANNON ROAD ~ TRACK2 \ \ II 1:: t 24"S -JJlL :+ ·~ -=-~ F-_r' I : TRACK 1 -.......______r--,... ~ 5 / I L I l ...-:: :::--~·,-==-l 1;1 ---11 -~ I c..>o ~==~=:·r·,~·c-===-~LL:-:,.:=~~~1~~7~~~t~~---~~-;~;;12;"S~1-~:-~:~~~~1~•~•s~=~lrl~~~:·~~~:tltu-, i.. _ 8"S _ --8"S --8" Z <( ...,__,_ -"S -' -j 'W I J 1 __ I, -8"S --8"S -----8"S -I -8"S -~ -I I : I ~ CAUTIO:i!! I i\ i ~ I 140 LF OF TRENCH LESS INSTALLATION IN w -- -- - - - -----, --+--+-, ,_J ~ I f--1 I I I I HSEIGEHN-PORTEES1SOURE GAS I -~ !~ -----~ l ~ -1_ ACCORDANCE WITH NCTD STANDARDS T\ I __... --'--l I f--\ r / I ~ r ROAD-C/L : ~._.1, 1 1_ I ~E~T~ 1 1 1 •11 I'---' , SEE owG c-8 FOR WATERLINE 1 \ 1 f _ ::: A r =--------·· -~ _____ -_ _,_-_-RELOCATIONINFORMATION_t __ \"-,, _______ -+ _______ t--'-"t"==r-_ ) 36"SD----36"8D7 ---36"SD- -36"SD----36"SD ---36"s'l>s----36"SD----~ -36''3D--tlS"Sb-/~~·'16"~SD~ -~~ =:36~·,soo~:-~~(:':=1~:=:~~i'.~~j~=~i~ :·---L-----_____ ( ___ Ir:\ ----------,,,-____ -________ --1----~+-----•/_J-~ -• ~ V/1 I ~;-~-+--1 _:__ -12·-w-= E=i_\lfw-~-E I I : "-~ ; \ -----:::-.-------~ -12·-w-" --+ -12·-w--:]12-y;I . _l _., ----E -.:::,,.,_E-> ', ,l SEE NOTES\ '-,_ I \ _______ __i 2,-w -t.~,~-~2~-w~ -E -~--1--!-I E ~....--E-~ --t -r-12•-w-r -1----l--___ E E c:, rp : : ~I \ !-I 1; ~..._12.f-{ 1 ,/ \1Z'l'IF:= -:...--_12·-w-E~ 12~:+o~ -~ ,. ~ 7 , _ \.. ,,l_\ P1TsEENOTE1 Ill__ _ __ ◄ > 1-f 12/o~-/ --/-/12-w)-,' /-1-z·'/~ '--= ~ , , , , ' I \ \ \ I L\'---'== ~'-',"o\ SEE NOTE 11 ~ \ ~= = _3o_"SD._:::-_== > > ~ ;' / I / I \,~-I '1 I I I -~ --E-Ill----E----,I E '~ 11111... -E-1 1-E I~' 1 .............. .,... ..... .... ..... 100' --rw -.... ..., ..., c-• "HPG----3"HPG---1 ... --..,.... f--1 I I -·a l/1--NTCI N I I I I I 3tJG--3"HPG-I I C) I f--0.. I :c N -' / I y -I-) ) R/W 1 I 'F.E F[ DF) 1 .. 1 r. ·'' ' \_/ p-__ _ 1\F ___ _ > --8"RW ~ )_1(_ _____ ~!-!~l I ~ sEENOTE8___ _ __ -E--E--E·'-\ \ ., ENDSTEELCASING ·""' ...,, , SEGMENT 2 a:', / n,r+;i I J.----_ E-_ E-r STA 13+86.35 ,, \ j I > --~ \ ~' y,' V' N 1 994 018.11 ..____ ££---• =-==----T-24"So-1==~~-/ -2f'SD---+-2~@23 ~ ~~~ = = 24"SD = ~= 24"SD = ~I-_:_2is_D_+--_ -=~~~---~·so 24"SD I ~~~ ➔--, 1--f+-=·~1L2~s4'~·s~~DG;..-E ... S~2;;;;3:;0z60~5..,.·7~-9".-::'.~~~·-_-_--__ :_~--_· 2_:.so_· - -_2~ C-09 : :==~~-1:2:·x:24:'jJ;~~~:~1~~g~T~~Gl~J1E~/~~-,~v~7~==~= -==-==~/~ //~/~-~/=::/:;/7i\~/~/71==t=l',.___p==-~~~1~2~;:.~; CASING -~ 5 ~ ~ -t ~T z -r1-01"""1-5"""11_8_B-:C:-:-H,--r,C-:O-: 'N-:-FO-:R-:M::-[D::-;S::-[-;--T-----------T--T--r--r---t---11.:.l '."=-'P ___ [:..:'·: ___ T~--;c:=.=, 1=, =1,===1c=• =,=-,====1 =-=,~=H' '.=l===~1=-':;---;=_ ~ 1-2_\/l_\'/L_:, J I'.,, /✓✓ / --" f--N1993964.67 I --,v08.,,,V_,1_,,4/,,1.C'.9__"BCCCCC..CH-j.,__li\"-'-'U~P=DA~T;=[=D_,P~[_,R_,P_,O_TH_O~L=[_D_A_TA ______ --+----+---+---+-----J '+1l4c 1 .. -11~,,'':.·1 .. •· .. I,l~.',1-.1~· j I) > -----------~-j--j-~=~~==~-#7,,~/~,-;.,.,.,._~,--=-===-=~~::.:L~±=~-b-E6230476.27 .cc.. 7 _ _ _ _ _ I \ \ ~ 11 , ::;=;~~~~~;;===='='='==·='·=====--'==== ' I ' . , & ,_ T ~ I I -----+----+---+---+-----J IMPROVEMENT PLAN FOR: .. ~· _ _ _ _ _ • • • ), _ __,':fr s ~ _ _ . . .\ I_ -----n . ----\ --1 ---f-T--T · r .-1------+-----------SEGMENT 2 CANNON ROAD -.. ~ • Kennedy/Jenks Consultants NCTD RR TUNNEL XING PLAN AND PROFILE Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 %GS CR;\ IT '-;;_;_ -;, .. ;,, SJ T 71 C A::C-I' I Ui ~ . TPP' "HIT I ;:_;_t,,[·._ J lC:C:. C.i:.. 921 '.:::._~ -.....-:-: ~ ,/ J I _______ _;_:-~~,SJ,:'.,~=-tE-;_t/6'=-_!_7~5,:_Jc-:"~I_I ------___.jf------t-----------------1--1-1--1--1 ~~ f~ I-~-----1-----------------+---+---J---j-----1 _cl'".. ·-'-.; _,_R,,,I("-; ----'cl...:o•l-,,/:,.1 l'.=-=l,.R ___________ _cl'"-A'-'. I.eel_ SUbH I lcU: ___ S_Af_;<_.l_ l_'J'vl_l l_i-_·I·,_1:-, ___ fi~'-"· i~' __ S __ u.;:,, IC 11\J 11.'"'.L :::1\::;11·-JEEF' OF 'v\'JFiK cATF ll'IIT A rJi.F REVS C!li DC:SCR RTIO I "J''}./\j [:\': ----;I ,-, 1:Y: ~INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 508-6 SETCONFORMEDNOTES: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.RDRBMBWCYpw:\\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 AVECONFORMEDSET V1CONTACT GROUTING SHALL BE USED TO FILL ANY VOIDS CREATED BY BORING, JACKING OR TUNNELING PER SECTION 15125 GROUT PLUGS PER SECTION 15125 30" STEEL CASING SEE NOTES 2, 3 AND 6 USE CAPPED AT EACH END . _:·.,.--_-,,_-._ -_-, ·-:_. ----2" PVC SCH 40 PIPE FOR 2" PVC SCH 40 PIPE FOR FUTURE &' -.·_-_ \ JO"S::~:A~~~:FCASINGEND ~;: . , > :-•: :} __ -,:-··_"_., :~T5:;:1:i:f{~~ \ SEENOTE2,3AND6 ),;;: -__ , \ f ~ " / ·.· . .. =====1===1=:: .... -2'-0" TYP TYP 1---•1----1----1----i----,------r .... -I I 8'-0" TYP 1-----------1-----------i------------.... -2'-0" TYP -\ ~ = :::::J 1-----------1'1'""'* --++-I I --++-------.t I BANDING STRAPS PER SPECIFICATION SECTION 15125 S>(----tt--)'------f I I '--.------i----~--i------------1----1 ,_ t--7 ~-----< CASING SPACER PER SPECIFICATION SECTION 15125 -~~ / SECTION 8" PVC CARRIER PIPE SEE NOTE 1 AND 4 -' .... --r--.... --CASING ELEVATION 8 END SEAL PER SPECIFICATION SECTION 15125 10/16/18 BCH CONFORM[D S[T ,, F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: F[ DF) 1--1 i __ ,, ' \_/ 1\F ___ _ ~'~-1 l C-10 ~ C I T '( U I~' C: 41-{ I ;-; H 4 I) ~ f----------1--------------------r------r---,--,-, ___1_Q_j I __ -I 1-,s ,:I\/ :cI rn1 L__J__?!j__ 1----------+----------------t---l----+---+-----I 1-------------1-------------------t-----t---,--I-------J IMPROVEMENT PLAN FOR: ,----------.---:Ke=--n-n-edv----=-~-:-u=-e-n-=-ks-----:::Co::--n-s-u-=-1ta:---nts--:---1 SEiiEf<Nl i8tf ~~rA1iAo Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 SUbl-:I I lcU: ___ S_Af_,<_.I_I _'ivl_l _a_·-1-,_l:-, ___ fi_:_7_-_,;.-,_cJ_S __ ri:-.r u.;:,, IC 11\J 11.'"'.L -1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I DA TF ll·J IA cATF ll'IIT A "J''}./\j [:\': ---·_-1 ,-, 1:Y: ~ "-!-NC E '( c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00I I I / \ \ I)) \ \ Cl '"' \ \ \ \ \ \ -4"G E ' " .. NIV/1O :JNO:J ' KELLY ELEMENTARY SCHOOL E_-r 0 Cf) .. ,, .. ---" . I~ . --45 40 35 30 25 20 15 10 5 45 : : ........ ........ ........ ........ + ................................ + ............................. ·+·""'" ........................ + .. , ............ . ........ ........ + .. , ............................. + .. , ............................. + .. , ............................. + .. , ............ . ........ + ........ ........ + ........ ........ + ........ ........ + ........ ........ + ........ ••❖•• ••❖•• ••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· -', 1) \,;) ••❖•• •••• Q . .; ............ 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I l C-11 Ur1l6c I _'_1·1_, __ 1~_,_c_·_1,_:1_.~~_H_;_1:_1 ~ _ '·· -11-,s ,;1; :c1rn.1 L_J__?!j__ IMPROVEMENT PLAN FOR; RW P&P KELLY DR ALGN A-STA 1+00 TO STA 7+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, ''}./ •,J [: \': -;I ,-, ,,Y, ~\/-NC E ·( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+50CONFORMEDSET V150 45 ........................................................................................................................................................................ ·················· ······ ·················· ······· ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· t~s·•··• ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· •··•···•··•·· l·•··•·l±·•··•···•··• ·•··•· •··•···•··•···•··• ·•··•· Cl O"' r-' lWC ifi ~ 1 :: · · .:-:-rWc · · · · · · · .; H'/C El EN m~ .,. co . . l--l--+~l--+--+-1-+--+--+~l--+--+-t-+--+--t--f--+--+-t-+-+--+-f---t--t--t-+-+--+-t--t--+--t-+---t········ ................................................................................................................................ ··g: ~·~··~· ········ ········ ········ ········ ·······: '-NOAS MENT · 1 "' ~ ;:'. ··· ·•····•· ·· ·····~ ~···· 50 (? i e : if" ..JI~ Q_(Q l--l--t--1--+--+-+-+--+--t--f--+--t--t-+-+--+--t I;" ~";-,+:_gi_.,_{D ...... i. 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N 1999996.29 . 'f r _ / ~ ~, 8 ~ / 11 E 6 '""'-" '"" STA 12+46.75 (i:)22.5° BEND N 2 000 003.87 E 6 236 910.39 c:114::::::::::::::::==.::~r-:="'/-';$$'::.::"' qE \;,,-,;e__(%"6 I-,4 ·,::__7'\c) ~-=-,--, TT / I_ 'JJ i '"',, l · 1 Q, ,T I '1 i+Q(} 1 , I-</ ~ "1 Ov-' _-;, --~\'1 . I ·"r· , -. ._,_r--~ --. a ASPH I i / ~ , -~ 2+n~ -=-.,/_____ 1 _, -=-· < · · l•o•c, ~ j_ /0✓-C,~ '-..... ~ ':7-----;= 1-=-a~· ~-r ~ .&..f ', ~ + ~ I "!""""""-..A. ~ -'i' - -,... __ ,.-I f----=:= ';,"'-~ I 'i l(t:-LL I I • -';_ -,:;;_ y DRIVE I i I --.. M ,, - --I --. r I ' I I .!!~----+---"!" I ,. • -I I " ~ I I I I • ' • I l _J I I I -,_ -1~ -6"RW SEGMENT 5-1 ALIGNMENT A I .. r .· ~ =~"' -=-:::..--_/ -------. -14+ffoJ::~---::_ --,-~ I I ·, ,---l-_l r ~ ~-L. ~ I I ~ I ____. " I ---I J I ____ / I ,I -~ _/!f -_ ---=--~ ~ / // -.. = ' --1 I . _____ -,_ □ 0 0 0 0 0 0 0 0 0 0 0 0 Alignment Curve Table Curve# Radius Length Tangent BOC EOC ® 1512.25 535.47 270.57 6+72.67 12+08.13 F.E F[ 1\1 r ... , ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: ~•~. I l C-12 F10=16~18---'-'-B=CH'-----l-'-'C'-"-ON=F=OR~M=[D~S~[=T~~~~----------i------i----,----,-------i •+1c7c I~-·-, I_' I_' --~c-'(_:_I,_'~_'··'_. ~'_I_·.! ~ 08 22 19 SBW 1 UPDAffD P[R POTHOL[ DATA I' ., ,. ,, J 1 .. -11-,s ,:1.c:c1rn1 Kennedy/Jenks Consultants Engineers & Scientists SUbH I lcU: ___ :_,c_·c_,<_.I_I _'ic_ll_l _A_H_', ___ f_i_"7_) __ o_· __ rJC.F u_;:,, IC 11\J 11.'"'.L ::J ::;11·-JEEF' OF 'v\'JFiK DA TF DATF ll•IIT A RE/ S C!I\ DC:SCR RTIO I IMPROVEMENT PLAN FOR: RW P&P KELLY DR ALGN A -STA 7+00 TO STA 15+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 ]''}./ -.j [:'•{: ·:1 ,-, 1:Y: ~I-NC E ·( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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.CONFORMEDSET V160 60 55 55 N ~ ~ ~+--+----l--+--+-l---+~-+----+-e-+----;-~-'q--~-{----+--+--t-~--+---j-~r~--t--+-t-----t--t-_,=s:::::::--tt--7(6~ ... kl:t•··/GD::.~\l7•··•qi~;~:.ti:_:~s;·l~•~,®Ir':••··=·~ •••• :,.J·•fj~i=-::~1: ::c: 4!'E 1::. °:-<~ 50 ~ .... rr 12:;~ I ~w1~ 45 ~ l-L_L__j__---t_L_J_ _ _j__L__j_ __ J__;_+-----L_j_+---l--i-_j1.-_!--1 •• ......-::=, c-4-1.2f..;--+_L_++_t::_+-_;_+--+~---+----4-+-fl--rl~~v,+i.t. 1, .c.~V •~,.bfH--r3:: .. 7-""f· -+----i 45 v, :,-T'llic : : ~ ....... ....... EN~A~EMEN~ : A : '.'.(3 ... 1.: ... 40 0 in 35 + ········i········;·········i·········i········· ·········:·········i·········i·········i·········;······~1 ....... : ........ ,.,~--i••·······•I• ...... ,:.. ..... + ........ ;.. .... ..;. ....... ;.. ....... ; .......... ;.. ....... ; ......... : ....... ·I 25 20 15+50 I I 0 ------16+00 STA 16+01.27 1 45° BEND N 2 000 338.86 E 6 237 026.43 STA 16+72.35 45° BEND MECHANICALLY RESTRAINED N 2 000 369.91 E 6 237 090.37 " ---17+00 C') 0 2c 18+00 \ " ~"W-KELL Y DRIVE,.; t -1 +oo 6"RW SEGMENT 5-1 ALIGNMENT A 19+00 = -ASPH . -" I • -1 l,ig+OO ---0 I ~ I 20+00 \ -: : 40 , ! S= 1.do97 ••••••~~rw ... 1 •... i•·······:····i····•···i• ..... . . /2 35 30 25 20 21+00 -~ND ALIGN A t STA 20+55. 70 N 2 000 705.97 / E 6 237 260.31 Kennedy/Jenks Consultants Engineers & Scientists SUbH 11 .. u, ___ :_, .. _·c_, .. _.1_1 _'i',_II_I _A_H_,-, ___ [~J_7_)~_s_· --rJi'.F 0 0 0 0 0 0 0 0 0 0 0 0 r L □ Curve# Radius ® 144.00 F.E p-__ _ 1-2_\/l_\'/L_:, -1·· 7 _J Alignment Curve Table Length Tangent BOC 56.62 28.68 18+97.38 F[ ";i l··.Ji.· ' \_/ 1\F ____ _ ~•~. I l EOG 19+54 C-13 l"-'10=16"--"'18------"-B""CH'-------t-'-'C'""-ON=FO__ccRcc_M[=D'----S~[=T~~~~----------t---,--------,-------i----------i -'r1c8c 1~_·_•1_•1_"_•,.· __ ~c•-1 .. ·_:_1,_'~-'-~-~;-1_· .. J ~ 08 22 19 SBW 1 UPDAffD P[R POTHOL[ DATA I' .. •· '' .. , .. -11-,s ,;1 .. :c1rn .. 1 u.;:,, IC 11\J 11,.:,_.L DA TF DATF ll·IIT C ::J ::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I IMPROVEMENT PLAN FOR: RW P&P KELLY DR ALGN A-STA 15+50 TO STA 20+58 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 i<C-1• IU: ~ ·: TPP' "HIT I L•·•~~~i~ =:,·'},,, .J C:Y: -;I f -, 1; Y: ~"INC EY f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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.CONFORMEDSET V1290 285 280 275 270 265 260 255 250 1+00 6"RW SEGMENT 5-1 ALIGNMENTC (SHEET C-23) 2+00 STA 1+56.81 HD COUPLING N 2 001 568.32 E 6 234 700.53 3+00 6"RW SEGMENT 5-1 ALIGNMENTB ------~----3+00 4+00 5+00 I I 6+00 \ ,j'i c,"<' ( () i' <, 0 ~ ;i; -----lf) ---Kl \ 7+00 6+0 • • ~ ~ ' ~ " ' ~ "' Sr c,,-:: ----8+00 6" RW SEGMENT5-1 ALIGNMENT B --+oo --------------Kennedy/Jenks Consultants Engineers & Scientists SUbl-:I I lcU: ___ :_,c_'f_(<_.I_I _'iv_ll_l _A_H_:-, ___ f_i_7_) __ o_· __ rJl,F 9+00 -..:r:; a+oo------240 235 230 225 220 210 205 200 9+50 --5 9 ------u.;:,, IC 11\J 11,.:,_.L ::J ::;11·.JEEF' OF 'v\'JFiK RE/ S Oil DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll'IIT C □ Alignment Curve Table Curve# Radius Length Tangent BOC EOG © 613.69 521.27 277.52 1+56.81 6+78.08 © 585.25 533.65 286.99 8+89.05 14+22.71 F.E F[ l··.j1_·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~•~. I l C-14 IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN 8-StA 1+00 TO STA 9+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'},,, ·.J C:Y: ·:1 f -, 1: Y: ~"INC EY f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-14CONFORMEDSET V1220 215 200 180 9+50 10+00 11+00 12+00 6"RW SEGMENT 5-1 ALIGNMENTB 13+00 14+00 STA 14+50.00 22.5° BEND0 N 2 000 861.03 E 6 235 709.60 ,.--00 TAMARACK AVENUE er f-=-=---~'8"•-==~~~___..-------CON 15+00 --~~~r:~STA 14+26.93 1 22.5° BEND N 2 000 854.23 E 6 235 687.56 16+00 \ \ I 17+00 I 18+00 6"x6"x6" TEE STA 17+84.48 = STA 1+00 SEG 5-1, ALIGN E N 2 000 935.82 E 6 236 027 .07 b STA 17+69.61 19+00 _';" 1.., 22.5° BEND 1 ~-~~~"J-~1--=;:~.;'f-__ _s~~lN~2~0~0~0~9~2:8-~6~1 =-i ... \_; E 6 236 014.07 ,,._ --........_, ----i---' --,---\ ' -3"G -----,-' :J:~Th;:~7-~====ju.$;;:::::::::~-:_ 8"S TAMARACK AVENUE 6"RW SEGMENT 5-1 ALIGNMENTB -12"W-STA 17+57.23 lti'ii,": 22.5° BEND'-.'./s-'I N 2 DOD 918.92 E 6 236 006.36 135 130 125 120 115 105 100 95 19+50 STA 18+39.97 1 22.5° BEND Dd N 2 ODD 962. 73 &Re,! E 6 236 075.60 / -14' --CONG STA 18+53.03 s,, 1 22.5° BEND ' N 2 000 964.21 6 236 088.58 'l:f ,J1. 0 0 0 0 0 0 0 0 0 0 0 0 \ □ Curve# Radius © 585.25 © 438.30 0 584.74 F.E p-__ _ 1-2_\/l_\'/L_:, _1·, Alignment Curve Table Length Tangent BOC EOC 533.65 286.99 8+89.05 14+22.71 197.97 100.70 14+59.78 16+57.75 99.48 49.86 16+57.75 17+57.23 F[ 1··11_·'' ' \_/ 1\F ___ _ ~•~. I l C-15 '"~~~~;~:~;~~---":~~~+~c:~:~~~:=:~~:~o~~~~=R~P~o~m~o=L[~D~AT~A'-C-'R~n~s~4~1=&~4~4.,__t-__ i-----,--,-----i '2rloc 1~_·_1·_1_''_r __ 1~_·_c_:_1_~_-1_,:_:~_H_l_l_)_~ • 1 __ -11-,s ,;1,:c1rn1 08 16 /9 SBW UPDA ff CONNECTION C-26 Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il 1 1 ::J): ___ ,,_·A_r-::_.i.l_l _'i_l'II_A_l\-1_·:-) ___ t)_,_7 /_-~, __ :_, __ rJi.F u.;:,, IC 11\J 11,.:,_.L cATF ll'IIT C :::1\::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I IMPROVEMENT PLAN FOR; RWP&P TAMARACKAVE ALGN B -STA 9+50 TO STA 19+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'f,,, .. J C:Y: ----;I I -, 1: Y: ~•!-NC E Y: l'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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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I I I I ,, I \ \ \ \ \ \-"' \ \ -" \ \ \ STA 25+35.52 HD COUPLING N 2 001 441.85 E 6 236 543.48 0sTA27+10.63 11.25° BEND N 2 001 593.33 E 6 236 631.32 --'\O"S ---oc'u' ~ -:::.'\6"F -Q' k -\ --'\6"'f ~ --~--TAMARACK AVENUE " -I---= c-= -------'>.-~-~----'s:---------==----o<; 10:S-1r'S -·'~-~..,,~~;------------------'--~ -a"s 6 12 -_.,,"' ~~· "'"" -10"8 -\~ <.: ~ "OS,....----\I\ ~ \O"S---s"S =--=-~~~'.'.:'.:::==-------'\~------------,=i~1-::::-::::~;~L __ O"s__;:::-s'S STATION EQUATION 6"RW SEGMENT 5-1 ALIGNMENT B STA BACK 28+92.82= STA AHEAD 29+00.00 N 2 001 722.79 E 6 236 759.18 CONNECT TO (E) 8" CROSS STA 23+57.91 STA 23+79.15 HD COUPLING N 2 001 301.44 E 6 236 474.66 N 2 001 283.04 E 6 236 464.04 I I ~ Kennedy/Jenks Consultants Engineers & Scientists SUbl--:I I lcU, ____ S_A_f,_ .. 0 .. _II_'_/vl_l _I _A_l--.-1_', ____ fi_:_7._' __ S __ f--'kC:c..=-CI V,Ll\A1'...;t.-? rJi .. F 10 16 18 BCH CONFORM[D S[T 07 18 19 BCH 1 UPDA ffD P[R POTHOL[ DATA RF/s 39 & 44 ::J ::;11·.JEEF' OF 'v\'JFiK REVS C!I\ DC:SCR RTIC--I I I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 / -r L ·& • ' '---. Curve# ® @ --□ -. -Radius 654.50 886.98 -. -7 _J -----Alignment Curve Table Length Tangent BOC 97.08 48.63 19+65.05 198.34 99.58 27+56.73 . • • • • • ~ ---J I' EOC 1. 20+62.13 '. 29+62.25 --,,.. -----ll!IIT A F.E F[ ";i 1--..1 r .. ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: ~--~. I l C-16 IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN B -STA 19+50 TO STA 29+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, ''}./ •,J [: \': ·;1 ,-, ,,Y, ~--..JNC E ·( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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.CONFORMEDSET V195 --~ -> 90 > > > > > 0 in 70 + 0, N j:!: en w 65 ~ ...J ::c (.) ~ ::!: 60 55 29+50 30+00 -~ \ \ \ \~ "'~ \ \\ \,06' ~ .d'.. 0\1,1 I .d'.. 1? [!) "' _.1~'5 I ij B"S" . . ";-'\ " .. ~ '--~ -I--' ~ ---E. --:::, -----~ ~' ~~ -0 Ir, • • ., . . . ·'lo··'······+ ....... ; ........ , ........ ,.. ...... , ........ , ....... , ........ ,,. ···II .... :96 ' $0 I ., ........ , ....... , ......... , ........ , ........ , ....... , ......... , ........ , ........ , ........ , ......... : ......... i••rn••··' ......... ;,···••rn: ......... i••rn••·••rn••·· .. i····\,···'······+········'········S·······i······S········•;••······S········S·····II : : : ' > +·······;·······S·········S······+·······;·······S·········S········S········;········l········•:••·······'.·······••:••·······'.·······••:••·······'.·········'·········'.··f.···;; ...... + ....... ; ........ ; ......... ; ........ ; ........ ; ........ ;; ........ ; ....... 11 31+00 32+00 33+00 6"RW SEGMENT 5-1 ALIGNMENTS ----· -· ·-· 3"G > ---TAMARACK AVENUE • " -1~1 (0 34+00 35+00 -... .... ... ... .... .... .... --36+00 37+00 38+00 95 90 Cl0 75 60 55 39+00 --------------I I 6"RW SEGMENT 5-1 ~~=>=~-:a~-~A-L_IG~NMENTB=\--L CONG DRAIN I 03)---_ CONC nR A _'---::.._ ~. / CONG.--' 36-!-00 --"C u~ .T ~ ,v CONG ---rr -3' G ·-,-·.--' ~ . ... .__ ·71 3,7+00 ~ --38+00,_ ·~ I --~ .......... --s·s--□-' "& 19"S _ TAMARACK AVENUE -,, 39 , __ ·· 7 ~ /C --• T /0--.._______ .T ---/ ~ ~ ~--. • :..I_: .T ./ ·T . •--~ _ _:___•_ IV•• ____ •• __ ---3''G_:_ -c-~-~ 'ito:---i--3"r-r:: -----____:3~G -=-=I --. ~~11 ·"_ I / /" DENSE I ~ ~ / . DRU SH I ---.::t-1""------------~0-----------cr: ~ l:M er: 0 -i--"' ' b ~ Kennedy/Jenks Consultants Engineers & Scientists SUbl-:I I lcU: ___ :_,;-_·c_,<_.I_I _'iv_ll_l _A_H_', ___ f_i_7_) __ s_· __ rJl.F er: u.;:,, IC 11\J 11,.:,_.L ::J ::;11·.JEEF' OF 'v\'JFiK RE/ S Oil DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll·IIT C □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 886.98 233.18 117.27 27+29.06 29+62.25 @ 1016.09 491.68 250.75 30+67.76 35+59.44 @ 973.33 577.70 297.64 38+30.96 44+08.66 F.E F[ 1··11.·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~'~. I l C-17 IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN B -STA 29+50 TO STA 39+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'},,, ·.J C:Y: -:I f -. 1: Y: ~"INC EY f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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.CONFORMEDSET V1100 . . . oo-,---1+&-·-----------,-------,---,-----,-,-----,--------,-------,------,-------,------,-,------,------,--------,-------,--------,-,-----,--------,------,------,---,-----,-,-----,--------,-------,------,-------,------,-,------,------,--------,-------,--------,-,-----,--------,-------,---, · ·· I·· : ·· I········ I·· : ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· .. ' .. ·· i ·· ·· ·· ·· i ·· .. ' .. ·· i ·· ·· ·· ·· i ·· .. ' .. ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· I········ 1 ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· I········ I········ : ·· ·· ·· ·· : ·· ·· ·· ·· : ·· ·· ·· ·· : ·· ·· ·· ·· I········ I········ I········ 1 ·· ··.·· ·· 1 ·· ·· ·· ·· : ·· ··.·· ·· : ·· ·· ·· ·· : ·· ··.·· ·· : ·· .... ·· 1 ·· ··.·· ·· 1 ·· ...... 1 ... . 110 95 · ...,. ii'i 'i I ii ·1 ii· i Fi :· :• : [_ :·: ·: :::: · : ' : ;~ ttb ; id i tJ : : ••,,,~~t:f .;s~ 9;, ~...;.__j__j_ __ ....;..._j__;..._ _ _j__jf--4-------4-_j_+--_j__j_+--+-+-_j_-+--+--+---+--+-+--+---+---+-+----+-c-95-+---4,~v 105 80 en -+-~+-~!f;.i--+-+;;,--++-+-+-+----+-+,.4---+-P'-J-",,....,'+--+-+-----,-f---;--,--;---,--,,'---;--;----;---j-----:;;-+------;---,---;-4---,, "; 100 CJ l-90 o ............................ . 75 ~ ~.;._...L__..;..._---+ _ _j_4. _ _j__+-.;._-J...__..;......L---+~.-.-<:-+.! ___,,:...J.: ...L-+++-...i..._+-----+-'-. \\+.,.· +-Jl---ll.\,.,1l-+-+--++----+--.µ.~d-,---',~.6-"f-----65-+--+----i-t-+----:;;,'r-_,.,'51---"7'--+-+---+:!:r=7:rm!ll'IT-=f-~~r:0 en ' _,.-"' -0 0 + 85 ~ I-. cnv,-w 70 ~ ...J ::c CJ ~ ::!: 65 60 39+00 40+00 41+00 I -tl)"S-8"5'"---l O".S -.:=-S''S -0 ~ -1 Q'.:S -:::: 6" RW SEGMENT5-1 ALIGNMENTS ---------------. =---.--. -----.-_ __{:ONC ----------J"G-.. .,...___~-~ -3"G --· bt,vsE rREE 42+00 43+00 \ 44+00 45+00 46+00 47+00 6" RW SEGMENT 5-1 / I I I 11 ii ALIGNMENT M (SHEET C-41) ~ I I I I ,N-_ l,,,,f --==--------=-, ,,,.,_ 'µ ~ ~ &: ,-"" I , I .. _ -.1ll'.'%•-s-------'-' .,>s -. I 11 -~1~ff-~=~ J. ;,g~w ~6"x6"x6" TEE · ' E t :=1-> 6" RW STA44+89.12 -,.,, . =~ ~ Sil SD -~Z 0:: SEGMENT 5_1 STA 13+82.46 \ / ,. Q O SEG 5-1, ALIGN M J / I'& ~a.. ~. :i ~ ALIGNMENT B , _00 N 2 002 181.06t, !l ~\jl!;l ~ \ ~ E 6 238 243.70r ' I , ' v O " & 'c"-1, -9S \ us;<-..---__...;,<_, > ti ..-./, -~ I -F ---------1. ,__;:;;::: ·;:::--.,.. . ----/ 13 w ~ 80 ...J ::c CJ ~ ::!: 75 70 48+00 ., -.T ~ the~-/ ~/ ,7 """":...l ....._I,~ yi=::-1---1-----~-r----·---L.J_~--\·-·-·~1~->Q~Q------j,'-=-=-=-==-=.::;r~4+Qn' ~ + O c:i /r --46+o<P--.=-_./ - - -\-----47+00---;z~ -I I • COi ' -~8 I ·~ -->---~; -: ~ I /c-' -----/ fr-~1G<l'~"S;::::;b~"9'-:.:.:.:.:--:=-;; .;:=~l~=====--'\e;:;;;; .. ,:;s;::;;;.,-.~-+-i--t-'--,1 01~-'~~(_~~~:t~-1iioQ,;;'Si~: -=~:=~:=~-=~t':=~:=~-=-~~Hl9""~8~~~~~~~~~~~~~,;~~~--s:~~==-~==-~==-~==-~==-'~==-~=--~~ (~~q ·--. :l , ;r ~ :. I 10""" _T_A~~~~vv AVENIUE > T\ 11 '0"" ~:.~Tcj,__.==-,,,---=c,£,lTii-F=------':::=---=;a;·Tr.m,~~:a='s \~--=:--.J:T-=1ti'W ·==--""'i-I r 10'& I ·• ~ IV -~,u r-r-""1.0 •• . , ... !!:I -. IV --1 - -Kennedy/Jenks Consultants Engineers & Scientists SUbl-:1 I lcU: ___ :_,;-_·c_,<_.I_I _'i'1_11_1 _A_H_:-, ___ f_i_7_) __ o_· __ rJl.F u_;:,, IC 11\J 11,.:,_.L ::J ::;11·-JEEF' OF 'v\'JFiK RE/ S Oil DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll"IIT C □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 973.33 577.70 297.64 38+30.96 44+08.66 F.E F[ l·-11_·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, -1·· ~-~. I l C-18 IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN B -STA 39+00 TO STA 48+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'},,, -.J C:Y: -:I I -, 1: Y: ~"-!NC E Y l'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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.CONFORMEDSET V1130 125 w w :::c: U) w 115 W U) 110 95 90 48+00 I I --: i . ! . : . ! •tfn' . . ' -. ! . ' . ! . . T6'~1 , T T I , T -•.• ·••.·· !,,, .•.• • ..•.•• : •.• ·••.·· !,,, .•.••.•.. •:-.• ·••.·: ~~··. ~g .~ .: •.• ·••.·· !,,, .•.• • ..•.•• : •.• ·••.·· !,,, .•.• •. .• .• .• i.,,.::i ,o t_·~_.::gt!;i·.: : : { : : : EXIST GRApE ABOVE i i : . •· _, i PIPECENTElRLINE -v i : 1~,/ : ofil'" · · 01~,;,; : : : Jlcl-........---i 1Q".s ---49+00 -B"s-111::s ---················:i 50+00 ' :00087 '" ' . ' . . . . .· .. ,... . ..: : 1 : : -: -....... =... . ..L ~: ~----= A·····;····•··: : ... : "!"""-· ......... :, ....... ,1 ........ ,j ......... i" ....... i' ....... ,1 ........ ,j ......... i" ....... i' ........ : : . . . . . . : : 51+00 52+00 53+00 -B"S---1.Q"s ----B"S----1.0"S --1.0"S --8'5 -• 0, _, . --"' -------------B"s -=..10" ~sL..==---==a"''"''S =-1 a·s -6"RW SEGMENT 5-1 ALIGNMENT B 51+0 -10"5-----a,g-"''S --B"S-\\ ----10''6 -" 54+00 .•·•·•·•·•·•·•·•·l· ... •.•.•.•.•.•.•.•.•.1. __ ·•·•·•·•·•·•·•·t·1:.·· :.~~+. 1 .... ~□ .. :·.•·•·•·•·l· .. •.•.•.•.•.•.•.•.•.I. __ •.•.•.•.•• r rc.•.~~v.!0f.·.·•. · ·········l~·?·······I·········:········· ; ~-, ~ ·-. --·-··:::i~ :~::;i::::::::r::···· .. Q ·-· . ~~ 0 -. 130 .......... • ...... "·······'·········'·········'·········:·········'·········'·········'········· 55+00 56+00 -1D"S -:::::-s"S -2~iill ?·~· · !~~ill! 57+00 w U) 125 120 115 110 100 95 90 57+50 -10''5---8"S --10"5 --8''5 -0 • -~~5--------------Kennedy/Jenks Consultants Engineers & Scientists SUbl-:1 I lcU: ___ :_,c_·c_,<_.I_I _'iv_ll_l _A_H_', ___ f_i_7_) __ o_· __ rJl.F \ \ u.;:,, IC 11\J 11,.:,_.L ::J ::;11·.JEEF' OF 'v\'JFiK RE/ S Oil DC:SCR RTIC-I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll'IIT C □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 1020.91 357.97 180.84 49+18.57 52+76.53 @ 987.28 227.70 114.36 55+55.81 57+83.50 F.E F[ 1··11.·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~-~. I l C-19 IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN B -STA 48+00 TO STA 57+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'},,, ·.J C:Y: ·:1 f -, 1: Y: ~l!-NC E Y f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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.CONFORMEDSET V1155 200 150 ·· 1~ (!) 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ASPH 6"RW SEGMENT 5-1 _ ALIG-NMENT B \ . ~ ~---------I I /u2+Q~ -, ' ~ ~ ------=~::---18"6----+----4-011-1-11 .---'"" ·-.. =----3!!G---/ / ,/ " u, ---o TAMARACK AVENUE _,, -, .. I ..II~ I ~1 . J CONG\ /-'~ DRA/N1\ \ : ~ z ~~ -.. \ ---.. ,. ..... " -.T -'1"~1 I ~ "" .. ' " J. @ o ■ YU iv JIii"" o~•ua -" , ---/ ,.J.,,.. '" -CON.c DRAIN . " co -Kennedy/Jenks Consultants Engineers & Scientists DJ (J; \ -2u t:!r'il 1 1 ::J): ____ s_A_r?_i::.._11_•_/1'1_1 _A_l\-1_::-l ____ f)_/_7 /_-~, __ s __ rJi.F ' -1&WH -! 1 ' -~ 0 \ T ' 10 16 18 BCH CONFORM[D S[T 06 27 19 BCH 1 UPDA Tm P[R POTHOL[ DATA RF/ 44 REVS C!I\ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll·IIT A □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC ® 987.28 227.70 114.36 55+55.81 57+83.50 F.E F[ 1-.1 r .. •• ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~•~. I l C-20 IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN 8-STA 57+50 TO STA 66+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, ''}./ -.j [: \': ·;1 ,-, 1:Y: ~-INC E'(, c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 508-6 BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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. 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( ..................................... . ........ 1" ....... . ....... 1" ....... 66+50 67+00 \ .°=67+0 -w------~-.--nu-1 68+00 --_1o"W-----= -------_ ,o•W 69+00 6"RW SEGMENT 5-1 ALIGNMENTB --------70+00 71+00 71+50 72+00 73+00 \ Ill \ •"----o·w--1o"w---E--E--E-" -3" -E-.. f, .. .. f, .. 74+00 75+00 I 3: N ----@]_ 3 -75+ -10°w--1o"w----E--I ..f, .. ..f,.. ..f, .. 76+00 :r (!) crw ::, > m-2 er -C __ a UJ ..f, .. 77+00 END ALIGN B 0 END CAP w/ THRUST BLOCK STA 77+57.47 N 2 004 826.56 E 6 240 038.08 E-• -1 ·w---E-78+00 240 Curve# ® 0 0 0 0 0 Radius 958.15 F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: Alignment Curve Table Length Tangent BOC EOC 212.67 106.77 69+65.21 71+77.88 F[ 1.,1 r ... , ' \_/ 1\F ____ _ ~•~. I l C-21 10 16 18 BCH CONFORM[D srr ~ , I' I' le' ('. I,' I , .. , H' I) ~ ~06~2=6~1~9~B~C~H----t~l~U~P~DA~c~[~D~P~[~R~P~O~m~O=L~[~D~A~~'.'_\cR=F~ls~J2~&~4~4,,___+---+---l---------t---l~~---'---l_l_~_,_S_ .. ~_l_,,_\'_l~_,f!_,,_ ... _J __ -_LJ1§__ Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il 1 1 ::J): ____ s_A_r?._i.1_1_,._,'1'1_1 _Al_\-1_::-l ___ ~f)~/:,_. ~~' __ s __ rJi.F REVS C!I\ DC:SCR RTIO I DA TF DATF ll·JIT A IMPROVEMENT PLAN FOR: RWP&P TAMARACKAVE ALGN 8-STA 66+50 TO STA 77+57 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, ''}./ •,J [: ',{: -,1 ,-, 1:Y, ~"INC E'(: c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1260 255 250 245 240 235 230 225 220 • • : -• • : -• : -• • : • • i • • i -• ..;...~;-__ '.].O_, 2t, -~ :" ..; -: ~ ~ 1:1,,,·········~·······i···=··i·······T,,, ......... 1 ... ~ .... 1_ .... ~~· ........ 1,,, .. -.-...... j .. *;~ ...... 1,,_ ........ t ... ·~ -----•·· --··• --! -----_ -----•·· --··• --! -----_ -----•·· -- -- --! -----_ -----•·· --··• --! ---------•·· --··• --! -----;I, l:n •·· --··• --: -----_ -----•·· -- -- --I -----_ -----•·· --··• --I ---------•.. --..• --! ----------•.. --, , ~ e-+--+-+-+, -+-+-+--+---i-+--+-~'-+---+---i---+--+--f--+---+-+-+--+-+-+--;--;--t---s----;---;-----;---s----e--;-__,__,c-----t--,-,--,---,----,----,---,----290 285 C') A-~h-------i------i_:r:µa_,;,.-+-s--+--+---+-+---+--+-e--+--+---+-+---+--+----,----~+--+---+-+---+--261ll-t-2 o--+e--+--+---+-+----;---e--;----t----;------s_.-...---;----;--;--,---;-,-t-,,-,,---;-,-,,,-,,----,-------,--,---7r,,-----Trrr,"l' 280 r----,-0-• -",-cJ \ , • • PIPE CENTER~INE 7',_ • L,L -; ! E ! ,,. w_ ,2" !:, \ _ • z o \ • • i CENTERlilNE · • i • /l • • i • • i .:/ • i • • i • i Z c6 -~ · • i • • i •::; .,; i -\ i • • i ~ ,-• • i ~ I 1 270 0 0 + 265 N ... > : ,; ;----,--,----,-,>-. · 2:Zif · · · · · ' · · ' · · ' · ' --' · , , , ' ' ' 12" W , - --, - --' ~ r-f - - -' · · · · , · · , ~ 2+00 ' 6"RW SEGMENT 5-1 ALIGNMENTC " ---.A.. .A.. .A.. ...... ..A. 4+].0 ..A.. .,A,. ,A. ,A. ,A. .A s+..9e .A. .A. ...... .A.. .A.. 6+(1Q ..A. ------ - - -- - -_,_~-,-~----,--,-~-,-~-------,---& STA 5+59.60--HD COUPLING N 2 002 201.64 E 6 234 551.87 I I E-.. ~I\Jp~ E-/ c,, --N~~ a-w_ tt: :::J er u-~u • r BEGIN ALIGN C END CAP WI THRUST BLOCK0 STA2+53.01 N 2 002 276.89 E 6 234 767.02 ~· -2•G NO'l /;; STA4+63.15 1 90' BEND N 2 002 297.67 m /E 6 234 560.91 / 1 I ;f r-, ..A. ..A. .A _ 7+0Q ..._ - - -_,,.,,__,,..,._ ----:7;-+:-:o,-0---~ CARLSBAD HOA PALISADES HOA B"W:---6" RW SEGMENT5-1 ALIGNMENTC a+oo "' 8+00 9+00 \ \ ~---r.;-;;ir:;-\PIPE 1.2::10 ... Kennedy/Jenks Consultants Engineers & Scientists 2Ut:!r'il 11::J): ___ :_):..-__·c_(!... __ I_I _1.1\1_II_A_l\-1_·:-l ___ f_i_-'7_) __ s_· --rJl.F 10+00 i1J+oo --\ \ u.;:,, IC 11\J 11,.:,_.L ::J ::;11·.JEEF' OF 'v\'JFiK 11+00 I I RE/ S Oil DC:SCR RTIO I DA TF 260 255 250 12+00 DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll'IIT C □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 210.24 237.72 133.39 7+91.68 10+29.40 F.E F[ l·--11_·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1-, ~'~-1 l C-22 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 =:,·'},,, ·.J C:Y: -;I f -, 1: Y: ~ '-!-NC E Y f'RUJl~ I IIU 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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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 REQUIREDCONFORMEDSET V1295 •-~.--,-----,--,----,----,-----,----,--,---.------,--,---,----,--,-,------,------,-----,---,---,----,---.-,--,--,-.---,---,--,----,-,--,---,----,-,,----,--,----,----,-.---,-,,,--,-,,,-,,,--,,-,,,,,-,,--,,-,,,,,-,,,,7--,,'"'95-r-2 280 l---+-l---!-+--+-l--l-++--+-l---l-+--+----1-1--+-+---1-----1:---1---++---1--f-+-+-+----l-+--+-+--+----lf-t-+-+--+-i----t-+-t---!-t--++--t-:i---t-+-+--t-t-t--t--t--J-t--t---t---t-i--,-i--t-t--i-t---i---t-----:--i--r-----r---r-i---r--t--+-,-------t--+,0•0-,t---+---l--+--+-t---+----+---i-----l-+----;--;---;--i---;----t zo: l---+-l---!-+--+-l--l-++--+-l---!-+--+----1-1--+-+---1-----1:---1---++---1--f---+-+-+---t-+--+-+--+----li---t-+-+--+-i----t-+-t---!-t--++--t-!l-t-+-+--t-t-t--t--t--J-t--t---t---t-i--,-i--t-t--i-t---i---t-----:--i--r-----r---r-i---r--t--+-,-------i--+-__,:i1•,,;•+:---+-t---+----l--+--t-.;--;---+--+-t--+--t---t---!--1 ll;. 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J, . \ =-------18+00 " l" -______ , ~---() • ' 19+ 0 w a.. w 0 ::, Uz Cl) w w> ill <( .;:.0 I-<:)<,; "! 1 r \ I 0 ! ~ 6"x6"x6" TEE GXi) STA 19+53.06 = STA 1+00 SEG 5-1, ALIGN N N 2 000 981.34 E 6 235 006.09 STA 19+56.30 ffi HD COUPLING N 2 000 978.54 E 6 235 007.70 , ~ ..---..---i5 (_) 6"RW ~I . I"' ' ' 0 CJ) ~ SEGMENT 5-1 I ALIGNMENT N \ \\ (SHEET C-25) I o-~ 4' C, ~0ly () \ (_) 20 \ 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @ 160.14 @ 490.00 @) 902.61 FE P.E. __ _ 11; C:,F ::c-::,F: Alignment Curve Table Length Tangent BOC EOC 151.65 82.05 12+90.01 14+41.66 177.94 89.96 15+36.32 17+14.26 647.75 338.53 19+56.30 26+04.06 F. D -,F. ----us L C-23 f!-107_;_//]_164~/1~1189+-"BB~CCHH-'------l~C~ON~F~OR~M=W~S~E=T-'-'-'-"-"'-'~~-=~=-------------j--------il "2~l8U ~-r-·1_·1_··_,, __ ~_·r_'_ll_>~-(c_11_,_1~··) 1~~1F2Fa-~1 1 UPDATED PER POTHOLE DATA RF! 38 • · I '· '-"· J J .!T _1T1::·: :w;1c c:1·1 Kennedy/Jenks Consultants Engineers & Scientists 'J'.;C.~, (J?/\\Jl-1 -;:, Di:T -_:,~· \ .. -, SJITI ,-SMI DIE~C. CA 921::" c,:::1.3-t,:~:-:~):~:,:: L:A IC Dt•.TE IIJI-,\_ DA TF I\ TIA J::::cp FTIJ I AC::CPT[D IMPROVEMENT PLAN 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 .A.Ci~l -' I lJ tlY: TP, 1 "I/TI I ; I Z-~c·~ i~ h --i:-:1 r: 1A I l ~) \'-.,l,J J'-': I F?DSC-IID. I DR.t_·;,: -IC I\ -~HT, 3y·: 5208-B 508-6 p \i\'\iT; =,, ' 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1260 255 240 225 220 I I 240 235 230 225 220 215 210 ::1 11 if f r 11'°1,~~~-"(;(,··1 1 I , j·.1.·j·.·· ··.j I I ; j·.1.·j·.··;·.j.··. I ; j·.· .. ··.·j·.··:·.j I• ·:T i· T:J:i i:::::t ::J:i:~·fi i ..... i i i + ·•····· ............................................................ . 205 22+00 :~ . '-' r-lo .. ~ I J ! 6"RW SEGMENT 5-1 , ALIGNMENT C , !!I j I I ~ ----------0 END ALIGN C END CAP w/ THRUST BLOCK 0 STA 26+11.68 N 2 000 600.61 E 6 235 525.55 Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il I l::J): ___ ,_;:..-__·c_<!..._.1_1 _'.1\1_11_A_l\-1_·:-l ___ r~i_-'7_)~_s_· __ rJl.F 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @ 902.61 F.E p-__ _ 1-2_\/l_\'/L_:, _1·, Alignment Curve Table Length Tangent BOC EOG 647.75 338.53 19+56.30 26+04.06 F[ DF) ";i 1··11_· ' \_/ 1\F ____ _ ~•~. I l C-24 l"-'10'--L--=-_16'L-""18___.,B.,._CH-'---+-'-'C'"'--ON,,__.FO-"R'--'-M['-"D"--S~[=T~=~~-'"--""-~~-------t---,-------,-----i-------i ,2rlgc l~_-_'l_'l_"_•,.· __ ~c'_(_:_l,_'~-'-~-~;-1_) ~ 07 24 19 BCH 1 UPDATW P[R POTHOL[ DATA RF/ 37 I' -· '· '' • -I -I I-1S 1;IJ :c1rn1 u.;:,, IC 11\J 11,.:,_.L DA TF DATF ll"IIT C ::J ::;11·.JEEF' OF 'v\'JFiK RE/ S Oil DC:SCR RTIO I IMPROVEMENT PLAN FOR: RW P&P HIGH RIDGE AVE ALIGN C-StA 22+00 TO STA 26+12 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 i<C-1' IU: ~ ·: TPP' "HIT I l"·l~~~i~ =:,·'},,, .J C:Y: ·:1 I -, ,, Y: ~:/-NC E Y l'RUJl~ I IIU 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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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 REQUIREDCONFORMEDSET V1C2mBEGIN ALIGN N 6"x6"x6" TEE STA 1+00.00 = STA 19+53.06 SEG 5-1, ALIGN c-._ N 2 000 981.34 E 6 235 006.09 6"RW SEGMENT 5-1 ALIGNMENTC (SHEET C-23. 300 295 290 285 280 275 270 265 -...c_. 300 l-t-+--'--+-f--'-;......+-++-+--t-1-t---t-+-+-t-t-t-+-+-+-t--t-r---+--t--!· 0,•1---'--,'--+-+--'--+--t l'l , , 0+-+, --'-+-+-+--'--+-t--,f-t-+--+-+-t-t-t--+--t--1 .... ~ _o;;····!•. Z 8 ! 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Cl ti-· ·a Cl f-; . /: j II--'---+,-;/···, 2'W-too STA 1+45.700 11.25' BEND 1 N 2 000 958.52 E 6 234 966.49 TELESCOPE AVENUE b "' --12"W I mW I mW I mW J.-! -~· / / TA4+42.98 90° BEND0 N 2 000 707.23 E 6 234 827.19 6"RW SEGMENT 5-1 ALIGNMENT N / 295 290 285 280 275 270 265 STA 5+07.390 11.25' BEND 1 N 2 000 703.25 E 6 234 891.47 \ \ STA5+34.68 11.25' BEND 0 N 2 000 691.27 6"RW SEGMENT 5-1 ALIGNMENT N E 6 234 915.99 I l I ~ .. -.. -. -~ ~ · SPYGLASS CT \, END ALIGN N 0END CAP W/ THRUST BLOCK STA 6+85.79 N 2 000 583.66 E 6 235 022.07 Kennedy/Jenks Consultants Engineers & Scientists '.::·1'.";6:::S Cl'/.\\Jl-1 ---::, DC,--_:,~· \i-, SJITI ,-:-1,·;. [;A IC 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @ 311.00 "F. E P.E. ___ _ Alignment Curve Table Length Tangent BOC EOG 245.87 129.76 1+89.98 4+35.85 F: D "F. ___ _ C-25 f--101_;_/;1_164.,_;/""11s9-----".B8-"..'-ccHH-'------l_,_,c'"-oN'"-'F-"'oR_,,_M=£o"'-s'--'£=r --'--"'-=='=--'~--=-~,,__ _____ -t--_---t-___ --------i I ,~3l0u ~-(_·· __ .· II_' I_'·_,,, --~1-•r_·,_11_)~_1_)_11_·.l I +1F2F8-,, 1 UPOAT£0 P[R POTHOLE DATA RF! 35 ' \. •'-• ! .i-_ITIE:, :w;1c c1·1 IMPROVEMENT PLAN FOR: RW P&PG TELESCOPE AVE/SPYGLASS CT ALI N N -STA 1+00 TO STA 6+86 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 .L.CClf: I lJ ~ Ti!! :"•/IT I ~ 111Z-~~i~ n 7 C11c: Lf fa. 1 l Df•.TE IIJI-/.L I TIA ,::,,c:=cPT[D ~) \',/[\j :::: /, P~osc-II() I) I''. .L './',' I\ C I C. :~~f::, 3Y: 5208-B 508-6 ::;:, \i\'\,r; F 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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)CONFORMEDSET V1175 170 165 160 155 150 145 140 135 ~-----,--------,--------,-------,-------,-------,------,-------,-----,------,-------,------,--------,-------,--------,--------,---------,-----,------,-----,--------,--------,-------,-------,-------,------,------,------,------,-----,------------,-------,-----,-------,---------,-----~5-------,---1· 5[}-.------,-------,------~~----,---------,--------,---------,-----,----,-----,--------,------,------,-------,-------,-----,---------,-----,------,-------,-------,,--------,-------,--------,--------,-------,--,--------,------,------,------,---------,-------,-------,------,---,--,------,-------,------~ ·· ·· i ·· : ·· i ·· ·· ·· ·· i ·· : ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· : ·· i ·· ·· ·· ·· i ·· : ·· i ·· ·· ·· ·· i ·· : ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· I·•······ i ·· ·· ·· ·· i ·· ·· ·· ·· i ·· ·· ·· ·· I········ I········ : ·· ·· ·· ·· : ·· ·· ·· ·· : ·· ·· ·· ·· : ·· ·· ·· ·· I·· · ·· I········ I·· · ·· 1 ·· ·· ·· ·· 1 ·· ·· ·· ·· 1 ·· ·· ·· ·· 1 ·· ··.·· ·· 1 ·· ·· ·· ·· 1 ·· ··.·· ·· 1 ·· ·· ·· ·· 1 ·· ··.·· ·· 1 ·· ·· ·· ·· · 1+00 i ....•.... i ........ i ........ i ........ i ....•.... i ........ j .... · .... i ........ j .... · .... i ........ j .. ! ~L ; ........ i ........ j .... · .... i .. ·.. i . i .. .. i . i .. ·.. i . i .. ·.. i .. · .... · .. i .. ·.. ! . ! .. ·.. ! .. · ..•.. · .. I i I :::J r--0) ; i .. i .... · ... i .. : .. i .... · .... i ........ i .... · .... i .. : .. i .. ~ ~! .. · .. i ........ ' . : . : . : . : : A1&TJ ....... • .................. . E~CA$E~ENT . . : : 0 l"'\.VV 6" PW CARLSBAD PALISADES ALIGNMENTC (SHEET C-62) 6" Pw CARLSBAD L,_--Jllm~1r-----PALISADEs ALIGNMENT D (SHEET C-62) SEGMENT 5-1 ALIGNMENTS 6"RW SEGMENT 5-1 ALIGNMENT D -24!$1:I--8"S --3±.00--10"W-2G--11·w . ·~ 165~· ~ PALISADES DRIVE ~'I-,;; BEGIN ALIGN D END CAP W/ THRUST BLOCK 0 STA 1+00.00 N 2 001 462.45 E 6 235 454.11 .& CARLSBAD PALISADES HOA =~ -8"8 -10"W -4"Vj-• CJ) I 0 0 ow s ...J ...J (.) ~~ 0 (.) ~ 6" PW CARLSBAD PALISADES ALIGNMENT E (SHEET C-6. -~_JMJ §]@· STA8+96.68 45° BEND N 2 000 960.55 E 6 236 061.35 . ---CONC .... --S"S--10"W TlT-40 (IJ:I)ENDALIGND 6''x6"x6" TEE STA 9+01.68 = STA 18+26.45 SEG 5-1, AL''>N B L1\. N20009b E 6 236 063. Kennedy/Jenks Consultants Engineers & Scientists 150 145 140 135 130 125 120 115 2ut:!r'il 1 1 ::J): ____ ,,_·A_r-::_.i.l_l _'i_l'II_A_l\-1_·:-) ___ t)_,_7 /_-~, __ :_, __ u.;:,, IC 11\J 11,.:,_.L rJi.F :::1\::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I 0 0 0 0 0 0 0 0 0 0 0 0 cATF ll·IIT C r L □ 7 _J Alignment Curve Table Curve# Radius Length Tangent BOC @ 200.00 31.08 15.57 1+00 -(&' (2~ - - -200.00 86.77 44.08 7+27.45 F.E F[ DF! 1··11.·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~•~. I l IMPROVEMENT PLAN FOR: EOC 1+31.08 8+14.23 ~ C-26 RW P&P PALISADES DR ALIGN D-SfA 1+00 TO STA 9+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'},,, ·.J C:Y: ----·;1 f -, 1: Y: ~INC EY: f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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)CONFORMEDSET V1150 145 140 135 130 125 120 115 110 a a 7 + ~ a ~ i I §1 a i ~ 1 : di·~+-, ---+! -~cc',--+, ---t-+--+----+----+-c-+--+----+-----+-t--a. ... ,_a ---+-----sc-+--+----+-----+-0 : ; 0 ; W ...,._ : W v: ; W LO ; · W <N : Z C\I; : Z c::> .~' ---t-;---;--;---;---;---;---;---;----;----;-t--l.--··r= ~) ......... ~ . .-···•,-:. --,------~-q. : . ! ·C!··!···1D ~ : ID-~ j····[D -~·-··!· ·. aJ ~ : ...l.l ·I"--:·~ : ..... J°~···i-r-b Ol ....... t-m V r--V·..--: I-IO..... 'I-G) CO' a. ID=co : Q m C"') ! w ~ j ~ N-.... ~-~ ... l ~-... a: -~-~ .... l:l::; .:;. -~. : .. -~ i .. Qti! ..... [:r'. ·l ·..:t:= .. --~ i -~-. : .. 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' RESTRAIN : : .i'c_. --+-1---'----'----'---'-+-+---+---+-e---+---+----+---+-e---+---+-----+---S-+-+----+---e-;---;---+---+---;-;---+--~t---+--:c-A-L-+-l-J-sq_1N_T+i3----+-! ~,:----'----1-'---'------'---+---+-'---'-----+--+--'-+--+----+----+-----sc-+--+----+-----+-e--+---+----+----;-+--+----+----+-----sc-+--150 145 140 135 130 125 120 115 1+00 2+00 3+00 4+00 110 5+00 &, ~•G--" 6"RW SEGMENT 5-1 ALIGNMENTD (SHEET C-26) 0XD BEGIN ALIGN E 6"x6"x6" TEE STA 1+00.00 = STA 17+84.48 SEG 5-1, ALIGN B / 1/ 1/ N 2 000 935.82 E 6 236 027.071/ 1/1/ I 1/ ' 1/ 1/ I r; 1/ 1/ I . STA 1+78.72 11.25° BEND ,,_N 2 000 866.98 ~ E 6 236 065.23 uc/f'so -_,, CARLSBAD PALISADES HOA STA2+18.82 11.25°BEND0 N 2 000 834.73 E 6 236 089.08 6"RW 6"RW SEGMENT 5-1 ALIGNMENT E -10"W--<'-BIRCHWOOD CIRCLE CARLSBAD PALISADES ALIGNMENT E (SHEET C-62) .,~ 135~· -"' wi----i----140----~ ~ N 145----~ END ALIGN E END CAP WI THRUST BLOCK 0 STA4+38.82 N 2 000 688.69 E 6 236 253.62 Kennedy/Jenks Consultants Engineers & Scientists SU cH I I cU: ___ :,_A_f,_.0.1_1 _'i_cl I_I _A_H_:-, ___ fi_:_7 ,_, __ f_; __ rJC.F 0 0 0 0 0 0 0 0 0 0 0 0 r L □ F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: 7 _J F[ 1\F ___ _ ";i 1\1 r-.. ' \_/ ~'~. I l C-27 F10'.L'_-16:L._'_"_18_____ccB=CH-'------l-'-'C'-"-ON=F=OR~M=[D~S~[=T~~~~----------i----i---;--------,-----, '+3l2c I~-·-: I_' I_' --~c-'(_:_1,_i~-'··"_. ~'_I_) ~ 08 16 19 BCH 1 UPDA T[D P[R POTHOL[ DATA I' -· ,. ,, J -1 .. -11-,s ,:1.c:c1rn1 IMPROVEMENT PLAN FOR: RW P&P BIRCHWOOD CR ALIGN E -STA 1+00 TO STA 4+39 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I cATF 11·.IIT A ]''}./ •,J [:\': ---·:1 ,-) 1:Y: ~INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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"=40'4060CONFORMEDSET V1110 105 100 95 ,----;-----;--'_i__,~ .. ;3~i ' ! ' ' ! 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I l C-28 F10'.L.'..'16aL..'..".18_____ccB=CH-'-------l-'-'Cw..ON=F=OR~M=[D~S~[=T~~~~---------i------i-----,-----,---, •+3l3c I~-·-• I_' I_' --~c-'(_:_1,_i~-'··'_. ~'_I_) ~ 05 15 19 BCH UPDAT[O Pm RF!s 29 & 43 I' .• ., ,, J -1 .. -11-,s ,:1-'•"IOl'.I Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il I l::J): ___ ,_;:..-__·c_<!..._.1_1 _\1\1_11_A_l\-1_::-l ___ r_i_,,7_) __ s_-__ ri:.F u_;:,, IC 11\J 11.'"'.L ::J ::;11·-JEEF' OF 'v\'JFiK DA TF DATF ll"IIT A RE/ S C!I\ DC:SCR RTIO I IMPROVEMENT PLAN FOR; RW P&P REGENT RD ALIGN F -STA13+38 TO STA 10+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, ''}./ -.j [: \': ·;1 ,-, 1:Y: ~-INC E'(: c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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-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.101112BRANDON C. 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I l C-29 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 =:, ''}./ •,J [: ',{: -,I ,-, ,,Y, ~INC E'(: c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1165 160 155 150 145 140 135 130 200 . ........ ........ + ............... . ....... ,+ ........ ....... ,+ ........ . ...... ,+ ........ ....... ,+ ........ . ...... ,+ ........ ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ . ...... ,+ ........ ,,..,,,, rn••••+•••••n ,,,,..,, ,,..,,,, rn••••+•••••n ,,,,..,, ,,..,,,, rn••••+•••••n ,,,,..,, ,,..,,,, rn••••+•••••n ••••rn• ,,..,,,, rn••••+•••••n ,,,,..,, ,,..,,,, rn••••+•••••n ••••rn• 1--1--l-+--l--1----l--i-__j_-J_.jl--J-+-+---+-+-+--+-+--+--l-l--+-+--+--+--+--+---+--+-t-j'---i---f---j--t--,-+--t--+-1--t-i--t--t--t----t--t---t--t--t--t---;-i----r-r--;---J······· ....... ....... ....... ....... ....... t ..... ....... ....... t ..... ....... ....... t ..... ....... ....... t ..... ....... ....... ....... ....... ....... ....... t ..... ....... ....... t . . 195 . ........ ........ + ............... . ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ 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I J!!!!:~. t I~ 125 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 > '-9+00 10+00 160 J _J " -r-==---f:l r 1 II II II II BEGIN ALIGN G 0 END CAP W/ THRUST BLOCK STA 1 +89.00 Iii N 2 003 335.43 E 6 236 695.93 ~ Ill Ill -\, STA3+63.610 45° BEND 1 N 2 003 258.74 E 6 236 851.47 -E --~------STA9+03.41 090° BEND Kennedy/Jenks Consultants Engineers & Scientists 2u t:!r'il 1 1 ::..U: ____ s_A_r?_.f::. __ 11_,_/1'1_1 _A_l\-1_::-l ____ f)_/_7 /_-~, __ s __ rJ\.F N 2 003 014.22 E 6 237 331.28 10 16 18 BCH OJ 25 19 BCH 05 08 19 BCH u.;:,, IC. 11\J 11.'"'.L --~---CONFORM[D S[T UPDA ffD P[R POTHOL[ DATA RF/ 18 REVS C!I\ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll•IIT A □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 390.00 92.85 46.64 7+87.41 8+80.26 F.E 1\1 r .. ,, ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~'~. I l C-30 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 =:, .I/ --J C: \': -,1 ,-, 1:Y: ~INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1215 210 195 175 10+00 STA 10+50.21-450 BEND .1 / N 2 003 127.52 E 6 237 424.6 STA 10+67.32 45° BEND MECHANICALLY RESTRAINED N 2 003 129.50 E 6 237 441.63 f-+-+--t--t--t--t--t--t-' .. .. .. .. .. .. : .. .. : .. .. .. : .. ' ........ ' & 6"x6"x6" TEE 0 STA 11+01.82 = STA0+97.30 SEG 5-1, ALIGN M N2003156.16 E 6 237 463.52 STA 11+33.69 45° BEND MECHANICALLY RESTRAINED N 2 003 182.85 ,/'f~-~E 6 237 469.69 6"RW SEGMENT 5-1 ALIGNMENT (SHEET C-40) STATION EQUATION , STA BACK: 11+14.41 STA AHEAD: 11+16.64 45° BEND MECHANICALLY RESTRAINED N 2 003 165.90 E 6 237 471.51 = • 0 ~ ' "' 6"RW SEGMENT 5-1 ALIGNMENT H (SHEET C-35) 6"RW SEGMENT 5-1 ALIGNMENTG OUTHAMPTON ROAD Ill (!) er. ~ 0 ::::> LLl 0 (!) 0 ~ 1--a:: :::, 0 (_) >-ID 1 a:: <( (_) C r .. ' 30 • I I I I I 6"x6"x6" TEE G::(D STA 17+39.95 = STA 1+00 SEG 5-1, ALIGN I N 2 003 726.85 E 6 237 703.57 '1-STA 17+57.56 / , 1 45° BEND ~ • ✓• N 2 003 739.46 / .E 6 237 714.51 STA 17+53.25 1 45° BEND N 2 003 735.19 . E 6 237 713.93 / Kennedy/Jenks Consultants Engineers & Scientists / SU bl-ii I I cU: ___ :,_A_f:_.0.1_1 _'i'_vl I_I _A_H_', ___ fi_:_7 .. _, __ :_: __ u.;:,, IC 11\J 11,.:,_.L ri:.F :::1\::;11·.JEEF' OF 'v\'JFiK 0 0 260 255 250 245 240 + 235 0) .... 230 225 & / RE/SOI\ DC:SCR RTIO I 0 0 0 0 0 0 0 0 0 0 0 0 cATF ll'IIT C □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 272.76 136.69 69.81 12+12.63 13+49.32 @ 256.50 186.55 97.62 15+66.70 17+53.25 @ 260.02 274.18 151.39 17+57.56 20+31.74 F.E F[ 1··11.·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~•~. I l C-31 IMPROVEMENT PLAN FOR: RW P&P SOUTHAMPTON RD ALIGN G -STA 10+00 TO STA 19+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'f,,, .. J C:Y: ---·:1 f -, 1: Y: ~-.JNC EY f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1280 275 260 245 240 \ _.;,----'-'"" i \ ···;0"-+--+---;--;-__,___,__, I--+--+-+-+-+-+} f----'-'---+----'----'---'-----'--'--+---t--+--+--c-c--+----+----+--+--c--+---+---i--:.;--•· _; :/'.'.'. E---t~1-t-t-~;;jjvvvM-;;;;r /' ! , T 1---'---'----+----'---'----'-__,_--'-;--+--s--;--;--;----;-;--;--;--;--;--i--;--;----;-!----; ;.,' . : . ......... W---e-----t---e--:1 t----;-;--;--;----t-;---1 ..r; . i · ~ 19+00 \ \ \ 20+00 I, 21+00 " -1o"w--=--0' I is i ( I () I < SOUTHAMiToN' RI n '-' DAO 10"W 8 32 22+00 I, I 6"RW SEGMENT 5-1 ALIGNMENTG 23+00 EXIST GRADE : ' -;----;-----, +·---i-----t------,--;---f, . ABOVEiPIPE :········: . CENTERLINE L ........ L. .. . 24+00 25+00 !) /1 6"RW SEGMENT 5-1 ALIGNMENT J . ' (SHEET ,C-8'7' . R / "" ----O"> 0 '-" -=:5-s" " " -=---:;:r---(7 ~ U~TH. AMPTON ROAD i, \ 1/-so \.I' I iP \ ~ $ J / t~ ff) 26+00 27+00 ' • I CONC I 34 / / Kennedy/Jenks Consultants Engineers & Scientists I 2ut:!r'il 1 1 ::J): ___ ,,_·A_r-::_.i.1_1 _'."_l'II_A_l\-1_·:-l ___ f)_,_7 /_-~, __ :_, __ rJ!-,F ff) <o I I \ 270 265 260 255 250 240 235 230 28+00 / / 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @ 260.02 @ 290.00 @ 334.91 ® 258.90 F.E p-__ _ 1-2_\/l_\'/L_:, _1·, Alignment Curve Table Length Tangent BOC EOG 274.18 151.39 17+57.56 20+31.74 105.24 53.21 21+44.33 22+49.57 70.96 35.61 24+77.75 25+48.70 313.72 179.36 25+48.70 28+62.42 F[ l·-11.·'' ' \_/ 1\F ___ _ ~-~-1 l C-32 '"~~5°~~~~~;~~------":~~-'-----+~c:~:~~~:=:~~:~o~~~~=R~P~o~m~o=L[~D~AT~A'----C-'R~n~2~1,_ ___ t--__ i-----,--,---------i 'r3l7c I, __ ·_1·_1_''_r __ 1~_·_c_:_1_~_-1_,:_:~_H_l_l_)_~ • _ 1 .. -11-,s ,,1--:c1rn1 L__J__?!j__ u.;:,, IC 11\J 11,.:,_.L cATF 11'/IT C :::1\::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIC-I 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 =:,·'f,,, .. J C:Y: ----,1 f -, I'. Y, ~'-!-NC E Y f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1250 245 230 215 210 28+00 \ \ \ : RELci,CATEv\'AT R~ATiERALJh : : : --" 29+00 --ti: " \ ::J 'iO lo ) ~-I I ::! . I lo I I <( . (.) \ I I o.. I I f I l 6"RW SEGMENT 5-1 ALIGNMENTG -9+00='li' " • '7 • ;i 7 / 11 ,_ I I ' --NOJ I I 'I 30+00 SOUTHAMPTON ROAD ~O+o<r= N 8"W E---==--f 6"RW SEGMENT 5-1 ALIGNMENTK (SHEET C-38) ---· \ I ! I I I I I I 31+00 --6"x6"x6" TEE (jJj) STA 30+56.38 = STA 6+16.49 SEG 5-1, ALIGN K N 2 003 244.95 . E 6 238 652.37 ~ ' 32+00 33+00 I I I I 185 □ W IC) = 1 !(O ch !:!:!I ~ C/J I J: u, W 1 I 180 \ \ --8 -1=----34+00 • ~ . ~ '17 co -· f--~ . I C) I 6"RW SEGMENT5-1 ALIGNMENTG 11 ' c, (( ~ -T-35+00 1,-~ i EXlST GRADE: i j i ...... . . ,,..,.".,,. I !~~~:~t~;!••••••••r I r••····· ' .. . i i . ! RSLO¢AT~ WATSR i ....... ~ : LATERAL I : : (J . . . •• lt>l.i:i 0-· L ...•. i w··•~···· ... ··-······+-·······;·-··--'+········:---·····;········· 1-w w ::c: w <;-+-----+-----i--+.-i-----l-----+--+--+-+-+-+--+--+--+--+---+--+---1 3!:: ...J ::c: 175 170 165 155 150 36+00 145 37+00 (jJj) 6"x6"x6" TEE STA 35+00.49 = STA4+97.10 SEG 5-1, ALIGN L N 2 002 882.55. I E 6 238 415.49 . I " . <'. (.j --------= " /_ r1~1f§s~T:..r' ;3~6+~1~6~.5~8-::;_~~7F~::::::.=::S:;;: 11.25" BEND N 2 002 797 .36 E 6 238 336.62 ·.~ / / / 6"RW SEGMENT 5-1 ALIGNMENT L (SHEET C-39) I I I 0 0 0 0 0 0 0 0 0 0 0 0 r -> ~ > > ... ----~ ~ ~ Curve# Radius @ 258.90 @ 307.54 ------ - --F.E p-__ _ 1-2_\/l_\'/L_:, _i·, . . . . . . . --' ' Alignment Curve Table ' Length Tangent BOC EOC ' 313.72 179.36 25+48.70 28+62.42 ' 207.88 108.09 30+53.88 32+61.76 ---------j -----F[ ";i l··.Ji.' ' \_/ 1\F ___ _ ~•~. I l C-33 1"'10=16'L"'18___.,B.,._CH-'------+-'-icc"-oN"e..'FOc"R'-'cM[=D"--S~[C.CT~~~~~~~-------t---,--------,-----,-------i •r3l8c 1~_·_·1_·1_"_•,.· __ ~c'_(_:_1,_'~-(.~-~;_1_) ~ 05 06 19 BCH 1 UPDATW P[R POTHOL[ DATA RF/ 22 I' ·• •· '' • · 1 .. -11-,s 1;IJ:c1rn.1 05 20 19 BCH UPDATW HORIZONTAL ALIGNM[NT 1---------+-------------------+-----t----t------t--, IMPROVEMENT PLAN FOR: .-------T""""""-----------::----:-=-------::,---=------::-------i RW P&P SOUTHAMPTON RD Kennedy/Jenks Consultants ALIGN G -STA 28+00 TO STA 37+00 Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 SU bl-:I I I cU, ___ :,_i_f,_.0.1_1 _-i_cl I_I _A_H_•-• ___ fi~'-7 ·~' __ f_; __ u.;:,, IC 11\J 11,.:,_.L :::1\::;11·.JEEF' OF 'v\'JFiK ciTF ll'IIT C RE/SOI\ DC:SCR RTIC-I i<C-1• IU: ~ ·• TPP' "HIT I L••:~~~i~ =:,·'},,, .J C:Y: ----;I I -, 1: Y: ~•!NC E Y l'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V1165 160 145 130 125 \ ......... 1 .................................... 1 .................................... 1 .................................... l .................................... l .................................... ! .................................... ! .................................... ! ......... ··-+-t--+--+--+--1-+-+--+-I N············· :"t···· . "l ......................... ·········1 ( , ~ ···+········!···················· ···+········!···························! 37+00 , 11 ~ ~ ···+········!········· ........... ···+· ···+········ ............. ·+······+········ ....... ·······+······+······· S~ 0.005 -.+--"! "v 0]" \N i 6"RW SEGMENT 5-1 ALIGNMENTG 8"W b -8"S co ~XIST UTILITIE::\: • • • .i . i -BS 0:DENDALIGNG 6"x6"x6" TEE STA 40+76.30 = STA 7+95.58 · t~~+,m=:+-i~· ··<-+-I SEG 5-1, ALIGN M ~· N 2 002 648.99 . E 6 237 906.43 -8'W -_:JN0.2_ -SOUTHAMPTON ROAD ~~--B"w-·· ~~~~~?~%~f.S§~1?~~~~~i;:?tl~?:;;;" J, 37 \ STA 38+08.77 HD COUPLING \ N 2 002 712.24 E 6 238 166.32 STA 38+31.57 HD COUPLING N 2 002 705.45 k, E 6 238 144.56 ◊ 6"RW SEGMENT 5-1 ALIGNMENT M (SHEET C-40) l: ) 0, I I I I I ~ I I \ ~ I C ,\ \ I 165 160 155 150 145 140 135 130 125 & ;r Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il 1 1 ::J): ___ ,,_·A_r-::_.i.1_1 _\,'_l'II_A_l\-1_::-l ___ f)_/_7 /_-~, __ :_: __ rJi:F 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius ® 356.25 F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,P['iTJC: Alignment Curve Table Length Tangent BOC EOG 142.81 72.38 36+58.58 38+01.39 1\1 r ... , ' \_/ 1iF ___ _ ~'~. I l C-34 F10~16~18_____.ccB=CH--+-'-?CrON_,,_,F='°OR~M=[D=--S~[~T="'-="'~~~~'-.L---------j----j-----,-----,-------i '+3l9c I~-·-, 1_· 1_' --~c-'(_:_1,_'~_'··'_. ~'_I_) ~ 05 06 19 BCH 1 UPDATW P[R POTHOL[ DATA RF/ 23 I' ,, •· "1 ' -1 .. -11-,s 1ili:c1rn1 05 20 19 BCH UPDA T[D HORIZONTAL AUGNM[NT IMPROVEMENT PLAN FOR; RW P&P SOUTHAMPTON RD ALIGN G -STA 37+00 TO STA 40+77 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I cATF ll'IIT A ]''}./ •,J [:\': ----ii ,-, 1:Y: ~'INC E'(: c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V16"RW SEGMENT 5-1 ALIGNMENT G ' (SHEET C-31) 235 230 > -I ~ · 1 1-I -\&J·················· 235 230 225 ' f-+--+----+-+-+---+---+-+-+--+---+-+--++-..ia,,..-,._.'1'--...P-i"'---+-+--+--+---+----t+-+-+---+;.+--t-----t---t-+---,---t-t--tt-,-::.-.-tc' ='v'-H-r,,---t I • ·~···e··· ·····I········!---····) ......... \ ....... ) ......... ; ....... ) ......... ·······_j .--~ ........ ! ... <c·•········•······1 • 225 • ·l···e··· ·····I···························· --r ~1 =-:~ i , p ·1···'··· ·····1·····:z-·· P···· :········:···· :········ ....... ! 1 ' · i /4\ i : · • · ; -lx1$T JT1L T1Ek: i · : ' ' ' : .,., -v, "' , ,,,,-r.• ,,~ ; Y P--' r-• ;,M',Ltt~ i j 1•······' i········''''l~"'I) ' I • I . . ' : : : ...... ! ...... j/1 220 215 • 210 I lf¥-+--+,--+--+---:,--"+--+--+--+--+h~n.c-+-,---;---;--t--;-----;----;---;---;--;----;----i----t--,-,--;--;-,---;-,,-;---;-,---r---:-;-----;---;--;-7 210 ) I ) I ) I • 205 I • I p t:.t;;;~~::Jf _ •: '1'=!111:1rr~: ' i ~, ' ~ :-/. ...... ·=-~ -i : : : i : i : j j : i : i ; i : i i : i : i : i ; i i ; i ; i ; i ; i i ; i ; i i i ; ; 195 1+00 2+00 STA 1+37.71 1 5° BEND N 2 003 443.79 E 6 237 557.15 . I. I '8 \ .,. 1,, iq I z:...,,.P.::r'i)J,-/o. ,¢. ' -'-...._ .CO t--3+00 STA2+25.13 1 45° BEND N 2 003 459.33 E 6 237 471.11 4+00 5+00 \ 205 200 195 6+00 ';j ==-;:-~·~ 6"RW SEGMENT 5-1 ALIGNMENT H \ 6"RW SEGMENT 5-1 CJ ~~IGNMEN~ 3a a §2 I '( ~ -. ~ --~ § I • I CJ I a T-7==.-\ 6fjJ BEGIN ALIGN HI~--1,-;--->1c 6"x6"x6" TEE ' STA 1+00.00 = \ STA 14+31.52\\j SEG 5-1, ALIGN G--'i \ \ \ STA2+46.700 45• BEND 1 N 2 003 4 70.99 E 6 237 452.97 ~,~SJ====,,..;;~~~~.~~ I ~ / N 2 003 447.50N0 E 6 237 591.8Z, _ I ----~ ~ ~ ~"" "--./ ,J /; END ALIGN H . :-=:=::::=~~-STA 5+ 70.53 ~ . END CAP WI THRUST BLOCK~. . . N 2 003 776.00 · . E 6 237 509.76 . ·. Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il 1 1 ::J): ___ ,,_·A_r-::_.i.l_l _'i_l'II_A_l\-1_·:-) ___ t)_,_7 /_-~, __ :_; __ rJ\,F 0 0 0 0 0 0 0 0 0 0 0 0 □ Alignment Curve Table Curve# Radius Length Tangent BOC @ 190.00 135.42 70.73 3+14.86 F.E F[ l··.Ji.''' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~'~. I l EOG 4+50.27 C-35 ,,~~5°~~~~~;~~----":~~-'----+~co~:~~~:=:~~:~o~~~~=R~P~o~m~o=L[~D~AT~A'--C-'R~n~1~9,_ ___ t-__ i-------r----;-------i '4rloc I, __ ,_1·_1_''_r __ 1~_·_c_:_1_~_,1_.:_:~_H_l_l_)_~ ' _ '·· -1 1-,S ,:I\ :c1rn1 L__1?!j_ u.;:,, IC 11\J 11,.:,_.L c\TF 11'.\IT C :::1\::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I 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 =:,·'f,,, .. J C:Y: ----:I f -, 1: Y: ~"INC EY: f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-36CONFORMEDSET V1260 260 255 255 250 ,,.w '"' ~n NUJW ~,u,W ! ,_,...,,.,,..;UJ IUf: I 245 ) Cilw ;<e., · '" · "~u-, · ' · 245 , .. ...! : ' } ,'.: .. ••········••··· .td· . . / !/ ! 'e,-1' /·/:······••e••······:···/· , ... , ........ ,.,1. ! i v'·····•······· .,.~ > . , 240 240 > 235 235 > ·······i·········:·········i···· ···1·········i·········:········\· : : : . , , 230 230 > 225 , µc,,0..1-~-i----'--=l-----'-+--'-----+-H---'-'------'-----+----+---'---'----+----+---t-+-~--+----+--s-~-+----+----+-R 225 • ) 220 ~+00 _--. -__ ... ... __,1'7+00 6"x6•x6" TEE ~j,-=/+,=.l:_,¥1-~~I \ II II . STA 1+00.00 = STA 17+39.95 . SEG 5-1, ALIGN G N 2 003 726.85 I \ E 6 237 703.57 ,~-.....1 I \ :\\'M,.-+--6" RW SEGMENT 5-1 ALIGNMENT G °t I \ HEET C-31) < \ r . \ \~ 3+00 li.st;;i -I~ ' (._J I. , . CARNABY COURT 220 4+00 -B"W Cl ' ' ' END ALIGNMENT I STA 3+81.62 0END CAP W/ THRUST BLOCK N 2 003 560.92 E 6 237 920 .86 Kennedy/Jenks Consultants Engineers & Scientists SU bl-ii I I cU: ___ :,_A_f:_.0.l_l _'i'_vl I_I _A_H_,-, ___ fi_1_7 ._, __ :_: __ rJ!.F 0 0 0 0 0 0 0 0 0 0 0 0 □ F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: 1 .. 1 r. ·'' ' \_/ 1\F ___ _ ~•~. I l C-36 l"-~~~~6__,6 --:-;a,_9 -'::-':~":-~---t-<-,cc"oN-'--':~iR_~~{_o_s_Er _____ ---:--_--:--___ t----_-----t __ '_'--' '+4l1c I , __ ·• _I '_I ' ___ I~ '_l_: __ h'_. l_:_·:_H_l _I_) ~ 05 09 19 BCH UPDATED PER POTHOLE DATA RF/ 17 _ , .. -I l-,s ,:li!IOI.I L_'/.?!L_ 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 u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK REVS Cil\ DC:SCR RTIO I cATF 11'.IIT A ]''}./ •,J [:'•{: ---·:1 ,-, 1'.Y: ~-INC E·( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-37CONFORMEDSET V1285 280 275 270 265 260 255 250 245 . . 3 ........ ······,z;n. :::::!········ ................ ; ................................ ; ................................ ; ................................ ; ................................ ; ................................ ; ................................ ; ................................ ; ....... . ""~!"'""': .. ", ....... \J ' o= = ,,.,,. ...,_ ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••·· ······••❖••······ ·· ·LOr········r.::.: ~ ········ ·····:J · -·,········ MilE iW ~ ~ ..--~ 285 .... +.; .... -.. ❖...J ·+· ...... :) ··':i:"··-h····· ·······@;;~;~J·················~;~ Q:l Wi llJ }, I ch "T. W tu 280 . 1 ' ······••❖••·· •• -1.~,.,,❖ ······••❖••·· 1 6 . :Zo ........ ........ + ... '" '-i_ ;··· • rg·~ ~~ . ....... 'i; tgi ~l~ ! ................ ? .... i'"' ................ + .. , ............................. ( .. ~ ~ Ip"~ ........ (""'" ........................ + .. , ............................. + .. , ............................. + .. , ............................. + .. , ............................. + .. , ... .. "' 275 · •• 2;,···••·2;;1w •••••••• ........ "'i~ · c::fl : Ii : : ................ + .. , ............... ~.. . .. + ............................... !' ........... ~ .............. !' ........ ... ······••❖••·· ········;~ .. tC!l · .. fe ·+ . :zr-zo ········ ········t··::i·~·····,········S·~······· ········ !a.. pM o...t;c:o . = ................ t . .:::J. . .. !?.?. ........ ~ . .,1; •.. ~. ........ l ..:·n t ................ +········ ........................ +········ : 8 · · m 8 '?. m ·.·.·.·.·.·.·.· · r-.·.·.·.·.·.·.·.,.·.·AE)B .. '.o8vfEpP·"···I ~bE~'········· •••••••• ········h5. ~··?t········b ·~··~· V V ······••❖••·· ······••❖••······ ' I ill w q: C/p w / ' CENTERLINE ' 270 "'-i-' U' ~ '--:__ . '-. '\ . .. .. .. .. , ... ·1·~~ ........ f61;\ ....... ........ , ........ . ... · ... "K . .. .. ~tst .... : . ................ r-······· ........................ r-······· ........................ r-······· ....... . ········+···· ········+···· ········+···· 265 . . : ' ~~; I : . . : -~ ~ ~j N\ : ................ •······················ •······················ •······················ ;8'iS ....... ~ .. · .................... ,.. ::,...; l ; . f;i"\, / ........ • '-f-'C.l • "'"o:;-.,.~ . ········+···· ········+···· ········+···· ········+···· ········+········ 260 1 · ~> ~,••"'·-···'"1"'·'1";:::·· t,~::-' ; ........ •••••••• ; •••••••• •••••••• ; •••••••• •••••••• ; •••••••• •••••••• ; •••••••• •••••••• ; •••••••• •••••••• : •••••••• •••••••• ; =~F~"":: .. '"' .. ~"' ... -" .... +.:...._· ·+_;;;; ..... •••••••• ; 255 3+00 ':~i: .• 01a·••,J':---1st,:.•·····•~ .•. ~~, .. ,:;! •••••••• :, .•••••••• ········j················j················j················j················j················j················j········ ,:> iv. · ········+···· ········+···· ········+···· ········+···· ········+···· ········+···· ········+···· ········?···· ········?···· ········+········ 250 ................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ........................ r-······· ········+···· ········+···· ········+···· ········+···· 4+00 co > ········+···· ········+···· ········+···· ········+···· ········+···· ········+········ 5+00 6+00 BEGIN ALIGN J STA3+35.00 G)END CAP W/ THRUST BLOCK N 2 003 874.73• E 6 238 390.60 ······••❖••·· ······••❖••······ 245 7+00 6"RW SEGMENT 5-1 ALIGNMENT J 6" RW SEGMENT5-1 ALIGNMENTG (SHEET C-32) "S-Kennedy/Jenks Consultants Engineers & Scientists 'JSC::':1 CR/\\Jl-1 -::: r-::i:.~-T? \i-, SJITI r;·I c, '.:.'..41\I Dll~'.C. Ct, ~LJ '.::~ SAl''.L, I \1'-/ I I IA.kl:-::; 1:)i /J_/r;e_:·· 3 C:Uc··,I lcl _______________ _ -'f'!_\lc:_: I \lo.1.J.A:_:c -: 10 16 18 BCH 05 09 19 BCH II\JI .AL EI\J(;I\JEEF.' JF \0/::i::::K CONFORMW SET UPDA T[O PER POTHOLE DATA I: TIA 0 0 0 0 0 0 0 0 0 0 0 0 □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 215.00 56.63 28.48 5+24.27 5+80.91 F.E P.1. ----·xF. ___ _ 11'\ S,P =c-;-::;,1:· C-37 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 ]\'._/[\j :::: ,·1 fT! ,\/. , ' ::;i\i\1\/C E\/, l) R ,L. "i'/ ·· .. IC [··, ::_.::. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-38CONFORMEDSET V1245 245 ··············+····························+····························+····························+··-····-······ ................ + ................................ + ................................ + ............... . 240 240 235 230 225 .............. ...,__ ... : ......... ,-... . ................ +, ............................ +,....... ........ ¥ t .... .... 220 ··~·· iS?! dl--1--.;__-J--I-.J--.;__--l~-l--+-.;__+-l-+-+--l--l--+-.;__+-+-l---'---l--l-+-'-+--+-t--'--t--l-+-t--t--+-ll--f--t-t-+-l--t--t--J--;---t-t--t--;--r-J---t-·l·""''--+---i·o. · ..... z d O w o:~ I-~ COLO , ........... +,;, ... , •. , ... JJ.l .9 ... 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(!) , __ i---t--1--'--t--.J: <I) UJ ····£ g .... j. _.;__-J--l-+--+---l---£1 "-1-+---+r--_.;:,-::::,.:_=k---+i-i=+!--_;_: --+-+--+-L..-+-+-l--+---+-l~::::;-_,E~X!;''1s~T*G~RA~'~o~Et' ~A;:;Bi~b~v'.-',E~+-~=it''si'l'·-<N-,-+--t-+----if--+--t-'!i'~ .~;.,,-+--+-1-+-+-t-+-J-+--+-t-++--t-+---t-+-+----i-t---+-t--t----t-n--.;.. PlfE ENJERLIN!c ; o <'i c;; . p "$. ": • . ' • • •••• ~ ~; • ........ : U J~·'-+-1-+--+-f-+--+-'--t---t--t--;--I (~ m,-t-+-+-'-+-1-+--.. .. ~ =·"t~· ..... ~ ... ~ ................ t ................ ~ ~··!±!· ~ ~ ~~F=~~~~:E::±~ ... 1-.. ~1:;,27"~i·E~· -+-+-f-++-1--+-1-+-++++-+r-----.-t1: i·-++-t-~t---+-==-r-'-"f-~~:--::H;r---;_-_-+t---_+t---;~--_,-1---_-+t---_+r---;_-_ .... -r ____ +t---_+r----l~!e!-~"·l1 ·~········ i ! ~ i~i-:-l--1-----'--i---+---+-. --· : ....... , .-c.o rn .... 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Sal 0.0 .gt;-1 --+-+-+-+-'-+--+--+'--210 210 I H n 1-..J--l--l-L..---J---l---l--'-l-f-+-_;_+-++_;_-+-+-f-l-f-+-+-_;_+++--+-t-+-,f---+t--t-+-+-+-+-+-t-+-l-t--+--f--J--t--+--t-t-O.·<'>--, -+-+-+--'-r--+-+--205 1 +LO_O -'----'---''---'----'---'..-'---'-----'--:2_J+O-:--O:-'--'---'----'-----'-_.__--'----'--'--;c3+...10:-:0:--'-----'-_.___._---'--'---'-----'-----'-4;-+:1;0c;;0--'-----'--'---'---'---'-_.__--'------'-;5:-;+';;0~0 -'-----'---'-_.__--'------'-'---'-----'--;;6-;"+0"'0'_,___.___--'------:,:;:7 +00 205 & coN " -a-w 0 I CJ I BEGIN ALIGN K STA 1+00.00 6"RW SEGMENT5"1 ALIGNMENTK END CAP W/ THRUST BLOCK 0 N 2 003 212.12 E 6 238 142.61 ----=-/. I o I I is I CHELSEA 'couRT CJ 1 0 z 0 • D SE'/' TRE f.,.. 6"RW SEGMENT 5-1 ALIGNMENT G (SHEET C-33) <ii 7-,J;...JIJ"V /41/f; //4;; Kennedy/Jenks Consultants Engineers & Scientists SUbl-:1 I lcU: ____ S_A_f:_.0._11_•_/vl_l _I _A_H_:-, ____ fi_:_7,_, __ S __ rJi.F 10 16 18 BCH CONFORM[D S[T 05 10 19 BCH UPDA Tm P[R POTHOL[ DATA RF/ 38 u.;:,, IC 11\J 11.'"'.L REVS C!I\ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll·IIT A □ Alignment Curve Table Curve# Radius Length Tangent BOC EOG @ 217.67 82.33 41.66 2+86.60 3+68.94 @ 257.33 104.14 52.79 4+37.81 5+41.95 F.E F[ DF) 1-.1 r ... , ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~'~. I l C-38 /4rl3c I _'_l'l_' __ 1~_·_c_,_1,_:1_.~~_H_;_1:_1 ~ _ '·· -11-,S ,:Ii :c1rn.1 l___1?!j_ IMPROVEMENT PLAN FOR: RW P&P CHELSEA CT ALIGN K -STA 1+00 TO STA 6+16 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, .I/ --J C: \': -:I ,-, 1:Y: ~'INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-39CONFORMEDSET V1205 200 195 190 185 180 175 170 165 1+00 205 200 195 190 185 180 175 ' Is= b,0050 1 , i 1i++1+1i·····i++1+1! 1!···· ! 1+11 'i+ 1,''TOOM] ,JJ~~ 170 2+00 I & I J_8" I I 3+00 -z I '-' BEGIN ALIGN L STA 1+00.00 6"RW SEGMENT 5-1 ALIGNMENTL \ END CAP WI THRUST BLOCK 0 N 2 002 987 .95 E 6 238 048.44 4+00 \ ;..-·······'·······t~·-•1••····••1••••1••····••:••••1g•• 165 5+00 -s"W-6' 'W SEGMENT 5-1 ALIGNMENTG (SHEET C-33) END ALIGN L <ifIJ 6"x6"x611 TEE STA4+97.10 = STA 35+00.49 SEG 5-1, ALIGN G N 2 002 882 .55 E 6 238 415.49 Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il I l::J): ___ ,_;:..-__·c_<!..._.1_1 _\1\1_11_A_l\-1_::-l ___ r_i_,,7_) __ s_· __ rJi.F 0 0 0 0 0 0 0 0 0 0 0 0 □ Alignment Curve Table Curve# Radius Length Tangent BOC @ 216.50 124.34 63.94 1+00 @) 208.50 172.28 91.40 2+85.57 F.E F[ 1\1 i_ ·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~•~. I l EOG 2+24.34 4+57.85 C-39 F10'.L.'..'16CL..'..".18____ccB=CH-'-----l-'-'C'-'-ON_.,_,F~OR~M~[D~S~[=T~=~~--C-'-'~"-"--------t---i-----,-----,-----, •+4c4c I~---• I_' I_' --~c-'(_:_I,_'~_'··'_. ~'_I_) ~ 05 1J 19 BCH UPDA TW P[R POTHOL[ DATA RF/ 27 I' •• '· '' ' • 1 __ -11-,s ,;IJ:c1rn1 u.;:,, IC 11\J 11.'"'.L DA TF DATF ll'IIT A ::J ::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I 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 =:, ''}./ •,J [: \': ·;1 ,·, 1:Y: ~'-!-NC E '( c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+50CONFORMEDSET V1195 190 185 180 175 170 165 160 155 : . : : : : : ; ... l" I -5-:-~-,-_.:j:~:~'n~1i;r+ ,,J iii ji i iiii ,, , , j -b~li u 1~h j~~ ! , j ! ! ! ! , ! j ! ! ! ! , ! , ,,,, ,, : :~::~•:::: ,,,,,, Tt c--+--1±l·,:( .. = .. ,.. .. o::·-< ... ,.. ............ < .. = .. ·; ...... 1 •. , 1 •. ··· • o ~ 1. o.."'.,, .... , .... (··CAt°EiRA• ····(···-:····-; I-+ . . 1 = I-I D 1-i . . 1 ......_ 1 I-LiJ N,. CJ) . . ,,_..,,......., . . ,~-----'-+------'--<4-1 -----'-. _;...; -+-----;1,---'-i -----ei--'---+----'---+-----;,--+---+---+-----'---;--;--, 150 145 ..... + ts< K__: .... ,t-'c,--;----;----s------;-----;--;------s----t-;---;--;----;----1 ..,. 140 (J 1-w w :::c: U) w s---i-----i----i-'-e--H"2'--..t-+--4----+---+--4---+----+-s_--+-----1/'--+-+---+-----+-----+-----+----+----+-----i------i---4 5----+----'I ,s--+~~+e--e--e--+------''lj'-l:t--''t--+-+---+---+---+-----+-----'9-"'f='+=tf'--=f------t-----t------1 W . ; . ~; . • : : ~: : : : v=i EXLSiGRAD~ABOV~ : : : : i ~~" i i i "\-,/ i i i i i C\ i <l'~ 2" w i i " ... VI U) • ±r:ttitLl1 ttiJ 0 135 130 :1 ~◄,5-~++----'--'---+----+-+------+-+--+---+----++----+---+----++----+-+---+-?s."-<--+--+---+-+-->-+-+---1 ,-,-......,15-+--;--;-----;--;--+-;--;-t-;---t-;--;--;-=-~'&-----;---;--;--;-----;-'tj--;--;-----;--;------1 . ····:·······i·········:······:·········:·······:···· "" : .... :.[ ............ !:~ .. : \ in 125 ,-, . I.._ · ·· 1d ······+i:: ··'------;---;--;-4 'F=· ----;------;--;-...;...-i CJ'.) CJ'.) : MECHANICALL ;;;i i + i : i : i : i i : i : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ' +----;-----;------s--. : RESTRAIN ;· ........ ;· ........ ;· ........ ;· ........ ;· ........ ;· ........ ;· ........ ;· .. . 0+75 1+00 BEGIN ALIGN M 6"x6"x6" TEE STA 0+97.30 = STA 11+01.82 SEG &-1, ALIGN G N 2 003156.16 E 6 237 463.52 5 2+00 0 5 6"RW SEGMENT 5-1 ALIGNMENTG (SHEETC-31) 3+00 6"RW SEGMENT5-1 ALIGNMENT M -0""'" , ~.-e---·1:· --==-$ ~= ~ ~ --~-~ _,o -. -cc. + 4+00 5+00 ~c + \ 6+00 -10' -'-0 ----~--£.._ ___ _ ·/ -----<;; . . ---: p(jNTIAC O~IVE 9ef},s" \\ -----------...: ""' \\ ,, 7+00 8+00 44 9+00 '6"RW SEGMENT 5-1 ~r-------Pd:I G NM ENT G (SHEET C-34) ~. TI~~-:::: ,I, + en <C I-U) w z 120 -...J :::c: (J ~ ::!! 115 9+50 □ 0 0 0 0 0 0 0 0 0 0 0 0 Alignment Curve Table Curve# Radius Length Tangent BOC EOG ® 291.30 195.71 101.71 5+13.99 7+09.70 @ 306.50 163.01 83.48 8+29.47 9+92.48 F.E F[ 1··11.·'' ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _1·, ~•~. I l C-40 f"~".L50-"~"--'6J'c-;a,__9----=:~':'-~---+-'-;C~ON-"~'c:-'i:c"..:'-=~[=DDc__,SP...'c[:-":R-":P-"O-'-':TH'--"O'c'cL[~D=A~T'c'c-:"'AR-":~~I ~24'-1----t----+----t---i--------i '+4l5c I : I' I' ·r I~' C: h'. I :·: H I) 1 ··~1F2·a-,· 05 20 19 BCH UPDATED HORIZONTAL AUGNM[NT ~----'··_-_1_1-_,•_,_f_:l_-'_i•_lr_Jl'_I ___ _ Kennedy/Jenks Consultants Engineers & Scientists SU cH I I cU: ___ :,_A_f:_.0.1_1 _-i_cl I_I _A_H_:-, ___ fi_•_7 ,_, __ :_: __ rJO.F l)_;:,, IC 11\J 11,.:,_.L cATF 11·11T C :::1\::;11·.JEEF' OF 'v\'JFiK RE/SOI\ DC:SCR RTIO I 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 =:,·'f,,, .. J C:Y: ----:I f -, 1: Y: ~'-!-NC E Y f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+50CONFORMEDSET V1125 120 ........... ·•1·~ ;;; ................................................................................................................................................................................................................................................................................................................... . .... 5Q .................. --0.. "' (0 ,5-! ci ................ 19. ,a: __ ;;_ .. Cl t-.. 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(7{ .... ! ..... ' 110 .. .,. , ., , , ·~ )110 f/)••••••••••••••••••••••••1~·•••••••••••••••••••••••••••••••••••~~1<Jt:\:1:••••••••tz'••••••••••••••••••••••••••••••••~liJ•••••••• Ii: !~:••••••••li;!~[7i;= : ........................................ ~ i_ ........................ "36""SO• ..... 5 .... / ........ 1,:::. ~ ' > ""'"' \\! M ~ ~"' N ill "'r--(!)"' . "'"' ' ................................ 1~················· ; ; !· ·:" :········ ················~i1l········ ti: ti:········ ~~~5~~!1~~·~: •~05 105 't~ • ' ' p· EXlSTUTILITIES: . . < t: : <:,..., ······ ····· · ··· ··· · ····· ······ ····· · ··· ··· ,.,. ~ •••••• · .··· ··· · ····· ······ · ·· ( ··· · ·····12;; f;,ffic;2•'C ····· · ··· >· ····· ······ ····· · ··· ···""' ······ ····· · ~ · ····· ······ ···· ' ··· · \ ..... ·•· ..;;:: ..... ...... ' . . . . . . . . . . . . . . I ~ . . . . . . T ; .. "' . . 2' T 2' G 4" E' . . . ' . . . . . . . . . . ~ . . . K . . . . . . 11·\. . . ,........ . . . . ' '"' :;: -. -- --• : ~~ i . •-• J-.V~ s:,J : • -( -• : ~ ;Jsr;: rsi'-r\t : '"' 61 ...... ~~~.. . ........ I .... .. 1, ·~· .. F ~1g;EG~~E: ~ i~ ,jl"" I\! <(I-. . . . . . . . . . . . . . . . . . . . . . . . , •~ .... , .... .... . . l~t qENfER/JN 8 t~ ' , J"'," 1,, . . > . . c,i;,,.. j ' ' ' U)w ...... ..... . ... ... . ..... ...... ..... . ... ... . ..... ...... ..... . ... ... . ..... ,. . ...... ~~ ~:o ~o; ... ~'::~;~ .......................... ~. ..... ...... ~•~ .. i,,__ ...... ~1~ . ..... ...... ..... . ... . ................. . . . .._____ . ~ . 95 :!!: ; -;..__ r---• ~ "S ............. ht-~ ... >; ........ ¾1" yN·~ --:; >□ :. ; ,@ 5. , 95 0 . ~ . . . . ' ~ ....................................................................................... ··· l············ ...................................................... t:~~·,,······ ............. A°::' S ........ }; ~ ·~ ··! ..... ...... ' :E · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · :~ · · · · :y:9~ ~~ vla S · 1 ~; {'1 ;w~ T · · • 90 , ......, . i ~• , ~ ---+----' /ilO 85 ' · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · • • • • • . . . . . . . . . . . . . . . y . . . . . . . . . . . . . . . . ; , 5ro .. ()05\ , .• ' . , .. .. .. . . ..;S= 0.40~0 .• S" 0.,,,,5uliJ . > · · : · -s-nhn,h -' ~+O°,_ ~ ~ _ _ _ _ 145 Jl5 9+50 10+00 11+00 12+00 -I I II I I ' f;; /4 $.i I I If ?' 6"RW i I ,11 /1 I fi11/ I ,-0' ENT 5-1 I ,§,1 I I/ I 11 __ 1; STA 10+50.61 «'/ ALIGNMENT Mb\ li1 \) I I I l~ I 1 45° BEND ..-4>"' N 2 002 440.77 #_;]1>-/ I / I / E s 238 04_],;,~4 .----d/'7 @(3) ~ , I / , / I ~s"'0 •..• 1 -_ , , .....o ,"'"':~0. ~ \ // /1/1, v,_J\ " / j~I l~"'i' •/ C --~ ¥ 11 t-I . ,11.v-~v•:__ -• £7/'f I✓ j ' ,//// ' O: ., \. /PONTIAC ORI.VE r=::-1:10-wH_\ -= ~· v --_ -3"" -~ ~ 95 I -ov -•-;-_r"',:_\IJH'--¾'-===--'~-:~=+=.....J. ~ ,< " r ~ 10"W I-/ ~ -';/~--" c5' 2 \ ~ E =J,. ->,.1 t:t,::t~:.'~g~\-'(~·~-o~+~O·u~:::~~~~i:::~~v~·;;;-:-_;?P~/~~~==,•::11:+b& '-,'-12:o --\ 13+() . " ~ ,_':_ -1o•w1~ Ji r t-----1 c=-----~ --::),,i -,,-~ -\-1 T \ ~ v-" ,.------\ ½ _" CONc --· ' ' 1 II I II /i 13 >UJ // I I -~ -,A .· Jr , ., ", . \ ~--~ --------'-., ~',,, +R? l <t: I t_ --r r·~(; ~o'::~cl. ,/·-." ~11,~·WIJ· f~~ 0\is"'1 , \ A46 ': .~ ~°'' -7/ / "~ fdj ,.... ml f'P --I I OR ,!" I 0-'' V 111, . . , '----\4:6) ) . *':.0° "''l',., r rv ' V ~ .. ''-I'"'-·~ STA 10+63.08 ." 4 5 1 \ \ '--\101,-; W ---:=: Qc;~ ~ ,, 1'4 ', ; () 11 / "'~·-450BEND 1 I <fl '_u ~-" WEN7>ALIGNWA .. ,..\ .., /, ~ / // N2002428.31 0 \ \ le ' \J'-.J 6"x6"x6"TEE ,~J,., I D<( 1 / I E 6 238 044.14 c5 \, 11 \ 1 I ~cc NC STA 13+82.46 = s-i''.,I j I 1, ~ 11 11 (1 X!)_ 6"~~-x~~!~E-0C I ,I\ "t---::_~ STA44+92.48 '\'<-v .·· / / f~ / \ -i ·~ , SEG 5-1, ALIGN B I. I/ """ £ ~ -iiTAJ6+7ji.~ & \'z 1_ \ ~f. :'&, :J -N 2 002 181 .06 r / I ill . //a..r3rf" -SEG ~-1, , UJ \ I :!' , c~/ c E ~ 238 243,70 ,i,, ,, N2002413.64 C) \ I \ f'-.:-, 6" RW 6" RW "/ \ / .l / E 6 238 060.42 ~~ \ \ ,\ ~ ; 1'.~ SEGMENT 5-1 SEGMENT 5-1 //t'J~-L_~_, ,r I ) / I I /1~ 0~~/ ~L~~~~~~2~~ ~~1i:E~Ei~: _/'1/ / J r.~ ~ 0~~•; J/ -0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @ 306.50 @ 285.00 F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: Alignment Curve Table Length Tangent BOC EOC 163.01 83.48 8+29.47 9+92.48 67.01 33.66 11+34.53 12+01.54 1.,1 r. ·'' ' \_/ 1\F ___ _ ~•~. I l C-41 10 16 18 BCH CONFORM[D S[T 04 29 19 BCH RF/ 25 R[SPONS[ 04 JO 19 BCH UPDA Tm P[R POTHOL[ DATA STA 10+50 TO ~:-=-+r~~~-------:-------:----r------t-----,------,-----, U4rl6c I. _'_1·1_' __ 1~_· _c_' _1,_:1_.~~_H_; _1:_1 ~ _ '·· -11-,S ,;I-' :c1rn1 l___1?!j__ STA 11+40 f--~----1~-="--'-'-'-"'.L------------+----+----t---t-----J IMPROVEMENT PLAN FOR: .---------=-=------=---=-=----=:---=-----=-:----:---1 RW P&P PONTIAC DR Kennedy/Jenks Consultants ALIGN M -STA 9+50 TO STA 13+82 01 06 20 BCH UPDA ffD P[R POTHOL[ DATA STA 11+40 TO STA 13+82.46 Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I cATF ll'IIT A "J''}./\j [:\': ----;I ,-, ,,Y, ~;;,;.:c E ·( c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. 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I l C-42 RW P&P EL CAMINO REAL ALIGN A-STA 1+00 TO STA 10+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, .I/ --J C: \': ·:1 ,-, ,,Y, ~-INC E'( c'RUJl~ I JIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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. 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I l C-43 1"10~16L"'-18____.ccB=CH-'-----l-'-'C'-"-ON=F=OR~M=[D~S~[=T~~~~---------i----i-----,-----,---, '+4c8c I~-·-• I_' I_' --~c-'(_:_I,_'~_'··'_. ~'_I_) ~ 11 08 19 BCH l UPDAffD P[R POTHOL[ DATA I' .. ,, ,, J -1 .. -11-,s ,;1.c.c1rn1 Kennedy/Jenks Consultants Engineers & Scientists u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK cATF 11·.JIT A RE/ S C!I\ DC:SCR RTIO I 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 ]''}./ •,J [:\': ---c'RUJl~ I IIU Jk:A.'./'i l\C I\U. ·;1 ,-, ,,Y, ~INC E·(: 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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. 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' ' > c;c;1 =--Kennedy/Jenks Consultants Engineers & Scientists SU bH I I cU, ____ S_A_f,_.0._11_'_/vl_l _A_H_,-, ____ fi_:_7 ,_'_ OC_J_S __ ri:.r 10/16/18 BCH 11/08/19 BCH \ -=-t6'~ CONFORM[D S[T Ii\ UPDA ffD Pm POTHOL[ DATA REVS C!I/ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 □ ------------) I ......... -Alignment Curve Table Curve# Radius Length Tan gent BOC EOG @ 3015.80 452.88 226.87 26+36.75 30+89.63 F.E ";i 1 .. 1 r .. ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~'~, I l C-44 '+4l9c 1,c_· 1_' 1 ·_ '{U_I~_· _c_' 4_hl_. r_ ~,:_ HL_i.l_) ~ _ '·· -I 1-,s ,cl! :c1rn.1 l___'l_?!j_ 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 =:, ''}./ •,J [: \': -,1 ,-) 1,Y, ~INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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. 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L r:::::,'-: : ··· •·•· · · ·•· · ··• ·•·•· •·· · ::········ :·•·······························•:fjt··················································~·································································································· 30+00 --9 31+00 STA 31+34.01 (1) CORSS, 8" ALL SIDES..._..,_,._ (2) 8" BLIND FLANGES (E,W} 32+00 33+00 D-34+00 B"RW SEGMENT5-3 ALIGNMENT A ---' -so-:J ~ +00::_~--'-----=_ ---' '-'-~ ~ ~3A+OO -6"6-35+00 N o_~ EL CAMINO REAL -10"F --8"S--1" --B"S--8"S-◊ -----36+00 " " -----------------------~------cl'. -----1-"''C -10"W-----10"W-~ -10"W-_ -10"111/ --10·w-HdS~ --==1Jl·w-----" -=~ '\'\ -\ 37+00 -" -8" --------10"W--• ~ . ~ "' ' ' N LO -38+00 " -10 -85 39+00 --\ --\ 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius ® 3015.80 @ 2991.57 F,E p-__ _ 1-2_\/l_\'/L_:, J 111::,PC":TJC: Alignment Curve Table Length Tangent BOC EOG 452.88 226.87 26+36.75 30+89.63 700.70 351.96 32+29.38 39+30.08 F[ ";i 1-.1 r .. ' \_/ 1\F ___ _ ~•~. I l C-45 f'-10'L":.'16:L."'.18___:cB=CH-'---l-'-'C""-ON=F=OR~M=[D~S~[=T~~~~--------i----i----,-----i-------. '+sloe I~-·-: I_' I_' --~c-'(_:_1,_'~-'--'_. ~'_I_) ~ 11 08 19 BCH 1 UPDAffD P[R POTHOL[ DATA I' ·-,, ,, J • 1 .. -11-,s ,;li'.-'IOl'I Kennedy/Jenks Consultants Engineers & Scientists SU bl-ii I I cU: ___ :,_A_f:_.0.1_1 _-i_cl I_I _A_H_:-, ___ fi_1_7 ._, __ :_: __ rJ!.F u.;:,, IC 11\J 11.'"'.L cATF 11·JIT A :::1\::;11·.JEEF' OF 'v\'JFiK REVS Cil\ DC:SCR RTIO 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 ]''}./ •,J [:\': ---c'RUJl~ I IIU Jk:A.'./'i l\C I\U. -,1 ,-, 1:Y: ~"-!-NC E '( 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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. 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I l C-46 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 =:, ''}./ •,J [: \': -;; ,-, 1;Y, ~'INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. 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I l C-47 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 =:, ''}./ •,J [: •,{: ·:1 ,-, 1:Y: ~'INC E ·( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-03PAVING 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.CONFORMEDSET V155 j(7) (11J ......... ..c12..... + ·t~~. ··~~: i:t) ( f8 LiiLO( !-C:! 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' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: ~•~. I l C-48 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 =:, ''}./ •,J [: \': ·;; ,·) 1:Y: ~INC E ·( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V11/' 40 35 -: ~!::::::: ~: ,i(2i) ~: 1--+--+--i--t-,\a····· . ·J·· -+---l-+--+--+--;---lf---t--+------t----t-t----t---1--+--;--;--;-t~.• TC ; : ......... \., ... -+-i--+--+--+--t-+---t--t---+--t----j--j---~ .-'·' > UJ :+ i '.,· •·······'·········'·········'········'·········'·········'·········I , ......... , ................................... , 'i· .. ••·~·~·· ~1/J.:: ! .. •.•········'I.!,. --+-+-+-+-+--+-+-;---;---;--;--;---;---'•··••i••······:······· ........ t .... ) ......... :EX(ST·~RADEABOVEi······· ········!···•·i••······!··••i••······!···••i••······!··••i••······!·> ········! ' C0 -~ . . . . . . PIP~ C~NT~RWINE! -' . ' . ' . ' . 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I l C-49 '"~~~~6"--'o c-'-;a,_9 -'::-':~"-~--j-'-,~c"ON--'-~':cpoi='c:'-::'f[=DD_sp='=[;=R~P:-=-0-:::-TH:-=-O=L[~D:::-Acc:TA-:--_____ ---t-__ -t-_, __ '_-----i '+5l4c I ~-·, _1,_1 ·_·r_· __ 1~ '_l_: __ h'_.1_:_-:_H_l _I_) ~ , 1 .. -11-,s ,:l-':-'IC11'1 1 / 1/ /9 BCH UPDA Tm Pm POTHOL[ DATA Kennedy/Jenks Consultants Engineers & Scientists SUbl-;I I lcU, ___ :_,c_·c_<-'_.I_I _'iv_ll_l _A_H_', ___ f_i_7_) __ o_· __ rJl.F 1 / 18 I 9 BCH R[V/S[D WA T[R srn V/C[S u.;:,, IC 11\J 11,.:,_.L DA TF DATF ::J ::;11·.JEEF' OF 'v\'JFiK RE/ S Oil DC:SCR RTIO I ll'IIT C IMPROVEMENT PLAN FOR: RW P&P HA YMAR DR ALIGN A -STA 67+50 TO STA 77+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:,·'},,, ·.J C:Y: -,1 I -, ,, Y, ~'!-NC E Y l'RUJl~ I IIU 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-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.101112BRANDON C. 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Jo-' 0, ...... -----0~ QH------o,..-----6"RW r SEGMENT 5-3 ALIGNMENT A SE I_--= ~2~....;._:_----. --. -.:=-'I TR£ --B"W-~ ~2-:'S'.:::~:-c:'='==::::::: 80+00 _l~ DENS •, ·-i•rl,I --\--1--35 L<s4> 0 I -END ALIGN A STA 80+73.06 END CAP W/ THRUST BLOCK0) N 2 011 345.86 E 6 233 479.62 • ' ' ' & '--Alignment Curve Table Curve# Radius Length Tangent BOC EOC ® 559.77 137.17 68.93 79+35.89 80+73.06 --------------F.E F[ DF) ";i 1\1 r-.. ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, _l 111:•,pc•:TJC: ~'~. I l ' ' ' ' C-50 10 16/18 BCH CONFORM[D S[T ~ c· I' I'\/ n I~' (: i! h'. I ;-; f-l i I) ~ 08130/19 BCH Ii\ UPDAffD P[R POTHOL[ DATA I U .~ ~. p=~,,__=-'----rs...,,_c'--"-=~~~==~=----------t-----,-----,----,---, I -I I-1S 1/I \/ :c1rn.l ~-----+-------------------+-----t-----t------t-----i L ______________ _ ~-----+-------------------+-----t-----t------t-----J IMPROVEMENT PLAN FOR; .--------.-------------::-----c-=------::,---=-----::-------i RW P&P HA YMAR DR Kennedy/Jenks Consultants ALIGN A -STA 77+00 TO STA 80+74 Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 2,::c-1• 1u: ~ . TPP' "HIT I L·•;~~~i~ SUbH I lcU: ___ :,_A_f:_.0.l_l_'i'_vll_A_H_:-, ___ fi~:-7.~, O_CJ_c_'. __ rJ!. T u.;:,, IC 11\J 11.'"'.L l\::;11·.JEEF' OF 'v\'JFiK DA TF ll·J IA cATF 11·.JIT A Jk:A.'./'i l\C I\U. RE/ c; ,;[\ [J=-c;cR RT[C, I OT [ ·: ;:,,_F·P~Cl\',:O.. ]''}./ .j [:\': ---·;; ,-) 1'.Y: ~INC E ·( c'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V145 40 35 30 25 20 15 10 5 -----1o·w--~ 45 40 -l-l--+-++-+-l---ll-+-+-++-1--1-1--1-++-+-+-i-t-+-++-+-t-f-t-+-+-t--t-i-l--t-+---t---t-t-1f-t-t--J--t--t-t-t-t---r--t---t-t-1········ .......................................................... ·CJ·::;···· ZN --------------3~---------------------------------------~ ~w ~ -it"". •35 ~ . 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' ........................................................................................................................................................................................ ········.········.········ ....... . ........... .;. ..... . • ..... ? ........ .:.. 2" T ········?····· '" C: l I • • = ........ .;. ........ = ........ .;. ..... . -.. , ........ ·.. ,;ad):0,s3 ............................................................................................................................................................................................................................................................................................... . --1-+--+-+-+-1-+-+-1---1-+--+-+---+-1---+-+-+--+-+--+-+-+--i-+-+-+--+-t---t--r--t-t-t--r-t---+--i,-1---i--+--t-i--,,,,-118" s,_ _ _,___,_, . -12+00 717'-J I I i-:-1 6"RW SEGMENT 5-3 ALIGNMENTC (SHEET C-58) \ -10"8------=--10-s-c-13+00 ;, ~ -I re, N • C) b) I 14+00 6"RW SEGMENT 5-3 ALIGNMENT B -----.---~--l;jl-----<::::::-15+00 16+00 I .. --' ··j·········.:. 17+00 18+00 I I I I I _c ~ -----------------H D~11;S:<: -~ ~ 19+00 I I I I -25 0 0 + 20 0 N cC I-u, w z 15 -...J :::c: (.) ~ ::E 10 5 20+00 & "' ~~··.. /o --=-=,,,,..=-,,,,...~<t..~,--;~;c--------35----;;;"'cc""s -------'-'...c--=-~=-=-=---:"'="'_~\~co~. ~;~=~ ~ MARRON ROAD ,._!__ w,_ Ow 0::: w z a:: 0 I-~ Cl) -I I I r 1 ~ '/ ~· --BEGIN ALIGN B 6"x6"x6" TEE WI 6" BF (W SIDE)G::Xi) STA 11+41 = STA 1+00.00 SEG 5-3, ALIGN C N 2 009 585.18 E 6 229 055.98 I □ 0 0 0 0 0 0 0 0 0 0 0 0 Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 863.71 209.33 105.18 12+26.06 14+35.40 @ 875.80 145.00 72.67 16+22.20 17+67.20 ® 819.40 458.96 235.68 17+67.20 22+26.17 F.E F[ 1 .. 1 r. _., ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~'~-I l C-52 1"10'L.=16L"'-18___:cB=CH"---l""'C'-'-.ON.".'F~OR~M~[D~S~[=T~=~~--C-'.'~'..L-----j----j----,-----,------, '+sl7c I~-·-· 1_· I_' --~c-'(_:_1,_'~_, .. ,_. ~'_I_) ~ 10 18 19 BCH 1 UPDAffD P[R POTHOL[ DATA RF/ 73 I' ·• •· '' ' · 1 .. -11-,s 1/li'.!IOl'I Kennedy/Jenks Consultants Engineers & Scientists SU cH I I cU; ___ :,_A_f,_.0.1_1 _'i_cl I_I _A_H_,-, ___ fi_:_7 ._, __ f_; __ rJ!.F u.;:,, IC 11\J 11.'"'.L cATF 11·.JIT A :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I IMPROVEMENT PLAN FOR: RW P&P MARRON RD ALIGN B-STA '11+41 TO STA 20+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 ]''}./ •,J [:\': ---c'RUJl~ I IIU Jk:A.'./'i l\C I\U. ·:1 ,-, 1:Y: ~'.!-NC E '( 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-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.101112BRANDON C. 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I l C-53 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 =:, ''}./ -.j [: ',{: -;I ,-, 1:Y: ~'I-NC E"( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+50CONFORMEDSET V160 60 ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ..... + ....... . ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ ....... ,+ ........ 55 55 ..... +........ .. ... +........ ¥ ¥ ..... ~......... .. ... ~......... .. ... .;......... .. ... .;......... .. ... .;......... .. ... +........ .. ... +........ .. ... +........ . ...... ,+........ . ...... ,+........ . ...... ,+........ . ...... ,+........ . ...... ,+........ 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I I --·---~@-'--~·~~~-□. --=-=30+00-= -= - -mo---32+0 ---45 --------50 \ -= --33+0 -=-34+0 MARRON ROAD /, -12"W-" --== 2T'S= ~--... 7 ____ .:__ __ ... --... ---=---=--=---=. --.#--~==~ -----,,m~E~E~£--45---=~---\ 6"RW SEGMENT5-3 ALIGNMENT B • '"';-= ~ 'I' L ___ _J \~~~•-.~.~~---'--_-□-----.--Nm,~---.--.--~--.--.--.. ----.,_-MARRON ROAD --12"w--12"W -CONC __ -t,__ __ _ Kennedy/Jenks Consultants Engineers & Scientists SUbH I lcU, ____ :_,.-_·c_("_.l_l_'._1,1_1 _1 _A_H_,-, ____ f~i_n_. ;~' __ s_· --rJi.F L I, 10 16 18 BCH 10 18 19 BCH -12"W---/-/ CONFORM[D S[T 1 UPDA ffD P[R POTHOL[ DATA RF/ 71 REVS C!I\ DC:SCR RTIO I 0 0 0 0 0 0 0 0 0 0 0 0 DA TF DATF ll•IIT A □ Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 657.65 140.30 70.42 28+17.47 29+57.78 @) 562.91 171.37 86.35 34+09.69 35+81.06 F,E F[ ";i 1 .. 1 r .. ' \_/ p-__ _ 1\F ____ _ 1-2_\/l_\'/L_:, J 111::,PC':TJC: ~'~, I l C-54 Ur5l9c I. _·_1·1_' __ 1~_, _c_· _1,_:1_.~~_H_: _1:_1 ~ _ '-· -I 1-,S ,;1.-:c1rn.1 l___1?!j__ IMPROVEMENT PLAN FOR: RW P&P MARRON RD ALIGN B -STA 29+00 TO STA 38+50 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 A::C-1' IU: ~ . TPP' "HIT I L--•~~~i~ =:, ''}./ .j [: \': ·;1 ,-, ,,Y, ~I-NC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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. 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'-' , ELEC : ~ ~ -----------EN,CA~EMl=Nl' --f"" J, ; t •••••• ~~?f~~~~~~ r (.)!;;; ~-~----~-~----~-~----~-~----~-~----~-~----~-~----~-~----~-~----~-~----~-~-1-<C ' ' : : : : ' ' ' ' ' ' ' ' : ···········,.··· s'-o',0000' ..... :, ........ ········ ·················· ········ ······~,',········ ········ :E ........ ······· .. t····· ............................ ; ................................. ;, ................................. ;, ................................. ;, ................................. ;, ................................. ;, ................................. 1····· ............................ 1····· ............................ 1····· ............................ 1····· .................................... r ................................ r .................................................................. r ................................. :........ ........ ....... : 25 20 : -~ : : :: :::E ···+· ·+· ·+· ·+· ·+· ·+· ·+· ·+· ·+· ·+· ·+· ····+ ····+ ····+ ····+ ····-r .. ·t······· ·······+·· ····+ ·······+·· :--j :_ 38+50 \ 39+00 6"RW SEGMENT 5-3 ALIGNMENT B 3+0 40+00 41+00 I (!) c_---= 42+00 STA44+37.240 45' BEND 1 N 2 009 999.24 E 6 232 209.98 STA43+77.99 HD COUPLING N 2 009 961.52 4 ~ _ %1--~yF'T-7-ff. 6 232 168.51 ~N ..----' 43+00 --44+00 008"x8"x6"x6" CROSS t--SEE SHEET C-47 LL', STA 44+42.24 = 12 -STA 57+17.80 STA 5-3, ALIGN A N 2 010 000.01 E 6 232 214.92 \ I 1o I I --I -12"W ___ 1/ / ---r I 45+00 3"G--12"W-46+00 STA45+31.41 45° BEND N 2 010 013.70 E 6 232 303.02 STA 45+62.50 5' BEND N 2 009 995.35 E 6 232 328.12 12 STATION EQUATION STA BACK: 46+20.85 STA AHEAD: 46+00.00 N 2 010 004.32 E 6 232 385.78 SEGMENT 5-3 ALIGNMENTS -a·s _-10"w-47+00 -a·s-I \ D 1r-i---~L___j~LJ -E-J--------=Lc -10-w--E-__ -_ ~ 210" fW-E--I, 'j = """' I ,,, I ,,, I I STA 43+82.99 11.25° BEND0 N 2 009 963.24 E 6 232 173.21 STA 43+94.910 45' BEND 1 N 2 009 965.07 8"RW EGMENT 5-3 ALIGNMENT A E 6 232 185.00 (SHEET C-47) ~i 1 -, T I 'I • co I I -J"G so~ MARRON ROAD -----=----+--ccmc3"G-_ ~r7-48+00 I 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @) 1157.14 F.E p-__ _ 1,2_\/l_\'/L_:, _1·, Alignment Curve Table Length Tangent BOC EOG 94.03 47.04 47+39.67 48+33.70 F[ ";i 1··11.' ' \_/ 1\F ____ _ ~'~. I l C-55 f'-'10:L.'__'_16L'-"-18_.,B.,._CH~"-'C'-'--ON.,,...FO-"R'-'-M['.'c'Dc'_S~[=T~=~~---"-"-~~-----t---,------,----,-----i •r6l0c 1~_·_·1_·1_"_•,.· __ ~c'_(_:_1,_'~-'-~-~;-1_) ~ 11 14 19 BCH 1 UPDA T[D P[R POTHOL[ DATA RF/ 70 I' --'· '' • -1 .. -11-,s ,;1.c:c1rn.1 Kennedy/Jenks Consultants Engineers & Scientists SUbH I lcU: ____ S_i_f,_.0._11_'_/cl_l _I _A_H_,-, ____ fi~•-7-~" __ S __ rJC.F ::J ::;11·-JEEF' OF 'v\'JFiK DA TF DATF 11·.IIT C REVS OI\ DC:SCR RTIO I IMPROVEMENT PLAN FOR: RW P&P MARRON RD ALIGN B -STA 38+50 TO STA 48+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 i<C-1' IU: ~ ·: TPP' "HIT I l'·l~~~i~ "J'I/ .J C:Y: -,1 f -, ,, Y: ~INC EY f'RUJl~ I IIU 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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+00CONFORMEDSET V175 100 □ 70 ig (B · ........ ........ . . ........ ........ . ........ ........ . ........ ........ . ,Gi ..... (M .... . ~ f ~·· ·· ······· ·~••• · · ~ : ········ · · ········ ········ · ········ ········ · ········ ········ · n~ ~····~ ~ · 8":r<'l Get. / .. /.. ' ' ' ' ' ' TFl/l5ffl ' in ............................................................................................................................................................................................................................................................................. ~I~~ ............ ! g ................................... V , ..... , ... t ........... 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'· '' ' 1 .. -11·,s 1,l-''.-'IC1i'I 11 18 19 BCH R[LOCAffD WAT[R S[RV/C[ NO. 65 Kennedy/Jenks Consultants Engineers & Scientists 2ut:!r'il I l::J): ___ ,_;:....__ .. f_<!... __ 1_1 _\1\1_11_A_1--.,1_::-l ___ r_i_,,7_) __ s_· __ rJ\,F u.;:,, IC. 11\J 11.'"'.L ::J ::;11·.JEEF' OF 'v\'JFiK DA TF DATF ll'IIT A RE/ S C!I\ DC:SCR RTIO I IMPROVEMENT PLAN FOR: RW P&P MARRON RD ALIGN B-STA 48+00 TO STA 57+00 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 =:, ''}./ •,J [: \': .. ,I f .. , ,,Y, ~'-!-NC E '( c'RUJl~ I IIU 5208-B Jk:A.'./'i I\C I\U. 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.101112BRANDON C. 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CA 921::" L:A IC 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @ 127.86 ® 143.02 FE P.E. ___ _ Alignment Curve Table Length Tangent BOC EOC 39.43 19.87 60+45.60 60+85.03 57.19 28.98 60+85.03 61+42.22 F. D •F. ___ _ us L C-57 i-'100,j_/h_186L/1~/98+--"BB~CCHH-'------l~C~ON~F~OR~M=W~S~E=T--'--"'-"'-"'-"="--"'~--=~=----------;---------JI ~~6l2U ;...._r_·1_'1_,._,. __ ~_'(_'_11_>~-'C_11_,_1~··) 1~~1F2Fs-~1 1 UPDATED PER POTHOLE DATA RF! 68 ·, I '· '-"· J J .!T _ITI::·: :w;1c c1·1 IMPROVEMENT PLAN FOR: RW P&P, MARRON RDIAVENIDA DE ANITA ALIGN B -STA 57+00 TO STA 62+23 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 .AC Cl-' I lJ tlY: TP'l 1 "I./ TI /'~ / ✓~ h r1 ,:-:rn ·,i--; IPIC "GJc·11-1--R 1;C I l l---+---1------------------------,----, ~~~-=~_;.~--=--=-=-=-=-=-=-~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:::;;::====~ J'/!1·1 T: ___ 1 p,osc-rm. I DR5.A.'.a"'a•l•/_:61· ::. ~~icr, 31: 5208-B P \,\,\ir; =:: Di.TE IIJI-:\_ DA TF I\ TIA AC::CPT[D 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-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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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-58CONFORMEDSET V1C I ' \ I 40 35 30 25 20 15 10 5 ... ---................ + ................................ + ............... . ................ + ................................ + ................................ , ................................ + ............... . ................ + ................................ + ................................ + ............... . ................ + ................................ + ............... . ................ + ................................ + ................................ + ................................ + ............... . ................ + ................................ + ................................ + ............... . ,:!;\ ,') 's,') (i' 1--HH--l-_;_-J----++-_;_+--l--l-H--+-+-+-+-+-+----i--J--t-H-----t----t-----r-r----r11-r-111M1---;J·ill·· ······· ffi.•-··+--f------!----,---+--+--'---J. 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S-j 0.0050 4' so· 40 35 30 25 20 15 10 5 0 0 0 0 0 0 0 0 0 0 0 0 □ 0 L_l__l__L__L_J__J_LJ___l---=--~_L___J__J_.l_J__J__I__J____l_~=_I_J__J__I___I____I__J _ _I_J_~;;;--I___I____I__J _ _I_J__l__.__--'--,5"+~0~0__!__:____!c.__l___l__--'--'----__!_-'--F6~+~00~-'---'---'--_;--'------'------'--'----,7~+0DCOi---'------'--'----'-------'--~---'------'-------'-88-+~0WOi--'---~-~---'----~--~--!9~+00 1 +00 2+00 3+00 4+00 0 ill I l\ i I i 0 I I I ¾ I I I \ I I \ \ \ I~\ I \ ~ ~ \ ~\ 5 \ c&, 4. ~ i\-r• t? ~ BEGIN ALIGN C 6"x6"x6" TEE WI 6" BF (W SIDE) 0'_jJ) STA 1 +00.00 = STA 11+41 SEG 5-3, ALIGN B N 2 009 585.18 \ NOTE: 100 LF OF CONC PAVEMENT REPAIR TO MATCH EXISTING _\2"G-E 6 229 055.98 IJ-:__~~~~~~7"""C,/_-----_Q,--:-~:.~~=~~-;-cc-oC'CC--------CoN• ~C__..---c-,-. J..-------1---\--~--, ,~-6"RW SEGMENT5-3 ALIGNMENT B (SHEET C-52) -SD-0 en I I 4+00 _-.---E--E-ASPH MONROE STREET 6"RW SEGMENT 5-3 ALIGNMENTC -E-1'i --T-~ T--+-_-'-----------;----.---iilf-L,_"'i;"_,~::__ SIGN j -12"W--12-w--12·w--E--T -12"W-NOTE: 200 LF OF CONC PAVEMENT REPAIR TO MATCH EXISTING -E------j --8+0 CONG -T--12-w--..-----,~~-.-z END ALIGN C STA8+38.98 END CAP W/ THRUST BLOCK0 N 2 010 315-42 -E 6 228 989.27 --------------2• .----~-G ..__. ~ ~ a ~ I GATE Alignment Curve Table Curve# Radius Length Tangent BOC EOC @ 1646-24 207.55 103.91 2+18.55 4+26-10 @ 983_74 110.66 55.39 4+26.10 5+36.76 ® 286_12 29-43 14.73 8+09.54 8+38.98 'F.E F[ 1\1 i_ ·'' ' \_/ p-__ _ 1\F ____ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: ~-~. I l C-58 '"10'L'.'-16'L.'..".18__cB"'_CCHc/_---j-LC"'-'Os..J.NF,r__O"'-RM'-'-["D'-'S::..'c[T"-'---'-.,,,_,._,~---'D,dL:A'----'.B.'-'-rf_,_l_,__,4.__ __ --t-__ 1_1 __ 1_1 '+6c3c I 'IT I~' (: hl I ;,; H I) ~ pi 18 19 B 1 UPDA Tm P[R POTHOL[ ,, '·· -1 1-,s 1/I; cIrnI L__J_.?!L_ ::;,M=;P~R~o==vE;M~E~N;T::;PlAN~==F;O;R==; ===========-'==== Kennedy/Jenks Consultants Engineers & Scientists %GS CR;\ IT "? -;;_;_ -;, -.1,, S.J T 71 C RW P&P MONROE ST ALIGN C-STA 1+00 TO STA 8+39 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 A::C-1' IU: ~ . TPP' "HIT I ;:.;_t,,[·._ J t.C:C:. C.i:., 921 '.:::._~ -.....-:-: / ✓~ ~ f; '---------'•':-.=c·5>-:'.•'=-_t_c_;,' c:,_:-=--;_:; "JC] ,:::c,u ________ t-=--=--=--=--=--=--=--=--=--=--=--=-t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-i-=--=--=--=--=-~t-=--=--=--=--=-i-=--=--=--=--=-1-=--=--=--=--=--i1 _cl!_! =-··!_Re,_!.=-~~'---. ___'cl_.,-1 .. '. :.,_1"-1 -;;'l;;'_R;_! ____________ _'[!_! ~_c_'' .. I l~_ SUbl-:I I lcU-. ____ S_A_f!_.0._l l_•_/1I_I _A_H_:-, ____ fi~'-7;~,--s __ u_;:,, IC. 11\J 11.'"'.L DA TF DATF rJi,F REVS C!li DC:SCR RTIO I ll'IIT A =:, .I/ -J C: \': -;I ,-, 1:Y: ~ '-!-NC E '( c'RUJl~ I IIU Jk:A.'./'i l\C I\U. 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.101112BRANDON C. HALE 83374PROFILEPLAN2001"=40'4060201"=4'46HORIZ:VERT:2001"=40'4060BCHBMBWCYpw:\\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 REQUIREDCONFORMEDSET V1200 195 f-+-+-+--+-+-t-+-+-1('\;; .. 1;;,{CL..... ~Y1-+------t-+-+-f-+-+-t-t-+--m'!~01 ch ······fE °' ········ ······ ·~····· :a::i~ CCII'--: ~ t---+---+---t-+--+--+-t---+-->-: ···1-~---v· ······t+ .LO m··· ······ ·co--< :a::N-M (t'.r-,...0 +~ t-+--+--1-+--+--+-t-+--;,;;"'"1 ,lg w ,t, b!i···· ...... r.~ :..-;;:,.... ::=::,,;;"'"" O..<( .... :a ~ . . 0' I~ , , 0 I-· ·v '? !::!::! f cn1= -f" -f---t--+---1-+--+--+-t--+--t 200 195 190 185 180 EXIST 1$RADE}\B~ VE+-+--+--+-+--t-t--+--+---t PIPE CENTERLINE 1 -,,.r.,. .. ~ 6.... ot ...... z .............. z.;........ . .... . w <O w l--··c5 ,······· ......... . --~-H-.-!--······~ ~-~---·· --~@-~---····· .... --~§--··,-······· ........ .\ . ~ J ........ -~·-f--.... -~ -~ ................................... ; ~-~ .... --~ -r .. ~ .......................... gt£ .. ~ ................................................................................................................................ f-+-+-f-+-+-+-•:'r-t \-✓"-: -::-!L'.'.!+-; -+--, g gf ·~·~····· ········ ········ ········ w ~·~···· ··~ g~r ········ ········ ··~~~ ········ ········ ········ ········ ········ ········ ········ ········ ········ ········ ········ ········ ········ ········ ········ / --· \ > t-+--+--l-+--+--'J--t-+--t---1-+--t--+·;l! Y ;36' SD t-+--t---t ·,...j'~"'--+-+-t-t-+--+-f-f-1 + .. ·"'./----ti -t-t-t-t---t---t--lt-t-H.tl',. ·ti;;···-!"''"f ········ ········ ········ ·······r········ ········ ········ ········ ········ ········ ········ ········ ······7··, ............................... : ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ ........ v .. Lt:--+-. -+--+---+-+-1-+-+--+--+--+-+--11' ... r(au ·V<J I 1--f<C i ~L : f/ ........... . ~ ... i.~-·--~·-td·······f······••t••······f········f········ ········+····· !~ 190 185 180 ! 1 . . . 175 ... ···+········+···· ·+·······t ······+········+···· ·+·······t ······?········ -~-lw.i .... -•❖•--•-•❖ -·-·•-❖••····••❖-••--•❖•--•-•❖ -·-·•-❖••-··-·· ······••❖•-··· tt········+·······+· ··-r<-········.; ........ .; .. : 3" G ········+········+···· ······+········+···· ...... l ........ l.... ••❖•• : : 175 ...... .; ................. _ ·······+···· 170 170 165 165 ........ l. ....... l. ... ••❖•• ··••❖ ····••❖••····••❖••·· ••❖•• ··••❖ ····••❖••······ ······••❖•• ··••❖ •••••• l. ....... l. ... ••❖•• ··••❖ ····••❖••····••❖••·· ••❖•• ······••❖••····••❖••·· ••❖•• ··••❖ •••••• l. ....... l. ... ••❖•• ··••❖ ····••❖••······ ······••❖•• ··••❖ ····••❖••······'--'--'---'--'--'---l--+--i---t---t-+--+--+-+--+--: : : : : : ........ .; ........ .; ........ .; ........ .; ........ .; ........ .; ........ .; ........ .; ........ .; ........ ········+········+········½········½········+········+········½········½········+········ ········½········½········+········+········½········½········+········+········½········ ········+········+········½········'--'--+--'--'--'---l--'--i---'---''---'--'---'-+--'--. . . j . . . j . j j j j : : I r '. '. I r l ; r '. '. I r '. '. ; i i I r '. '. I r l ; r :'--'--'---'--'--'---l--+--i---+---<>---'--'---'-t-----160 1+00 2+00 3+00 4+00 5+00 6+00 160 & BEGIN ALIGN STA 1+00.00 N 2 008 262.29 E 6 238 980.50 / , 170 __,_ ~ s<o'{), \); STA 1+05.00 2"0UTLET N2008267.11 E 6 238 981.81 B"RW & SEGMENT? . -C...CaNc~ -:...·..c_ ~ -4+0o=-END ALIGN STA5+87.47 N 2 008 643.31 E 6239 265.43 I Kennedy/Jenks Consultants Engineers & Scientists 'J'.;C.~, (J?/\\Jl-1 -;:, Di:T -.:,~· \ .. -, SJITI SM.I DIE~C. CA 921::" L:A IC 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# @ FE P.E. ___ _ I I/ C:,F ::c-::,F: Alignment Curve Table Radius Length Tangent BOC EOG 640.28 487.47 256.23 1+00 5+87.47 F. D •F. ___ _ us L C-59 i-'100,j_/h_186L/1~/98+--"BB~CCHH-'---+~C~ON~F~OR~M=W~S~E=T--'---"'-"--'-"-'~~--=~'L---------t----------JI ;~6l4U ~-r-·1_·1_'·_·· __ ~_·r_·_11_>~-'C_11_,_1~--) 1~~1F2Fs-~1 1 UPDATED PER POTHOLE DATA RF! 75 •·· I •-• "·J J .! T _I Tl::•, :W;I c Cl•I IMPROVEMENT PLAN FOR: RW P&P, TAMARACK AVE STA 1+00 TO STA 5+87 RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 .A.Ci~l -' I lJ tlY: TP, 1 SI./ TI /'~ / ✓~ h r1 ,:-:rn ·,i--; IPIC "GJc·11•I--R J;C I l t---+---1-----------------------,----, ~~---=--=---=.;.--=---=---=--=-=-=-=-=-~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:::;;::====~ J'/!1-1 T , ___ I p,osc-rm. I DR5.A.··a"' 8.1,;_.61• ;; ~HT• 3 Y: 5208-B p \r-,,\_,r; =:: Di.TE IIJI-,;_ J::::cp FTIJ I DA TF I\ TIA AC::CPT[D PLAN2001"=40'4060BCHBMBWCYpw:\\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-61GENERAL 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-189REPAIR 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 FT10REPAIR 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 REQUIREDFOR PRICINGONLY-NOT FORCONSTRUCTIONCUT AND CAP (E) 8" ACP ~ z <C w Cl ~ z w ~ I I STA 17+21.06 S 45° BENDGJ 1 N 2 010 081.81 E 6 233 876.62 6" RW SEGMENT 5-3 ALIGNMENT B ' (SHEET C-57) B"PW FLOWER FIELDS ALIGNMENT A STA 2+28.86 011 .25° BEND N 2 009 908.25 E 6 233 798.65 r.'\ STA 2+22.86 v 22.5° BEND N 2 009 909.31 E 6 233 792.74 STA 1+41.76 0)45°BEND N 2 009 891.99 E 6 233 713.51 7 BEGIN ALIGN A 10"x8" TEE WI THRUST BLOCK(i) STA 1+00.00 N 2 009 914.53 E 6 233 678.35 SIMT08 & END ALIGN B 0XD 8"x8"x8" TEE STA2+78.17 = STA 16+49.61 ALIGN A N 2 010 040.72 E 6 233 935.07 4 ~6+ filW TA 1+15.23 HD COUPLING N 2 009 903.55 E 6 233 847.13 si~ 1+~~9_:;-;95==:' HD COUPLING N 2 009 898.89 G) STA 15+38.76 HD COUPLING N 2 009 982.52 E 6 234 029.42 STA 15+32.76 HD COUPLING N 2 009 979.67 E 6 234 034.69 O.~ ~ E 6 233 844.64 IC-l"""C7H 0 8"x8"x8" TEE STA 1+00.00 = STA 2+74.68 ) ALIGN A N 2 009 889.81 E 6 233 840.58 ✓-J STA 4+62.68_,~-III 90° BEND 1 N 2 009 798. 76 .· ,,0S" E 6 234 004.60 . Q '\ff -I 8"PW STA 14+38.37 HD COUPLING N 2 009 940.69 E 6 234 120.66 STA 14+32.37 HD COUPLING N 2 009 937 .84 E 6 234 125.94 4+00 8'"S-8 L FLOWER FIELDS ALIGNMENT A J ___ 115 .--T-~-s 6"PW FLOWER FIELDS ALIGN~~~-.q''°'. END ALIGN C (1XD 8"x8"x6" TEE STA 2+33.78 = STA 13+17.29 fl I ALIGN A N 2 009 876.42 E 6 234 223.25 11 L STA 11+58.34 45° BEND N 2 009 790.24 E 6 234 356.81 I I I I STA 11+42.64 45° BEND(i) N 2 009 774.86 E 6 234 359.97 ~ 1--4/HBEGIN ALIGN C END CAP W/ THRUST BLOCK 1 STA 1+00.00 N 2 009 763.25 E 6 234 1c,c5_,_,.1 . .,_.92=--~~ STA 11+32.64 HD COUPLING N 2 009 766.51 E 6 234 354.47 l.J..--1--,,..----:STA 9+70.84 HD COUPLING N 2 009 630.52 E 6 234 266.81 I SEE NOTE5 STA 8+71.94 (,)90° BEND N 2 009 547.93 E 6 234 212.39 0 0 0 0 0 0 0 0 0 0 0 0 □ Curve# Radius @) 284.53 F.E p-__ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: Alignment Curve Table Length Tangent BOC EOG 35.60 17.82 3+29.37 3+64.97 F[ DF! 1\1 i_ ·"' ' \_/ ~•~. I l C-61 10 16 18 BCH CONFORM[D S[T : j 'j' n r10~29~19~B~C~H--+~1~UP~D=A~~~D~P~[~R~P=O"~H=OL~[~D~A~~-'-"-R~n'-'-"76'j_ ___ l----+--+----+--~ cr6l6c 1 ____ ~_1_~-~l~-~~l~~-1~,~--~-H_l_l_) I Sr1F2"a-~ I -I I-1S 1:I-' :c;rn .. l ~------1-----------------+---+----+----+----1 IMPROVEMENT PLAN FOR: .------~-Ke-n_n_edv_~_U_e_n_ks_Co_n_s_u_lta-nts----1 PW PLAN, FLOWER FIELDS Engineers & Scientists 2Ut:!r'il I I ::J): ___ s"'_\ ~_;/::.,_ll_-._,'l'II_A_l\-1_::-) __ ~f)_,,7_) __ s __ rJ!-.F 1-------+--------------+---+---l--_j_---l RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 l)_;:,, IC 11\J 11.'"'.L cATF ll'IIT A :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I i::::ccl' I u; ~ . TPP" "HIT I L •.· 7~~ i,...,,q{ =:, ''}./\j [: '•{: -;; ,-, 1:Y: ~"INC E'( c'RUJl~ I IIU 5208-B Jk:A.'./'i l\C I\U. 508-6 BCHBMBWCYpw:\\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-189REPAIR MEDIAN CURB PER CMWD STD DWG GS-18110REPAIR 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-04SIMPRICING ONLY,NOT FORCONSTRUCTIONBEGIN ALIGN A 0 STA 1+00.00 N 2 001 610.56 E 6 235 613.16 6 -s"s---10"W-2"G-STA 1+60.86 HD COUPLING N 2 001 571.34 E 6 235 659.69 \\ 5 BEGIN ALIGN B 6"x6"x6" TEE G)::D STA 1+00.00 = STA 1+69.47 ALIGN A N 2 001 566.10 E 6 235 666.53 ~+o_ , If _ __.,...-6" PW 13'-3" ,--i(5•--411 -T CARLSBAD PALISADES ALIGNMENTS STA3+88.38 HD COUPLING N 2 001 436.20 E 6 235 842.66 GXD BEGIN ALIGN C 6"x6"x6" TEE STA 1+00.00 = STA 3+71.69 ALIGN A N 2 001 444. 75 E 6 235 829.50 0\ \ I STA5+23.51 11.25" BEND(_1J N 2 001 385.23 E 6 235 965.51 REMOVE (E) 4" W ACP WHERE IT CONFLICTS wl (N) 6" W PVC CAP AND ABANDON ENDS OF (E) 4" W ACP THAT REMAIN G)::DBEGIN ALIGN D 6"x6"x6" TEE STA 1+00.00 = STA5+78.76 ALIGN A N 2 001 355.55 E 6 236 012.12 0STA4+48.05 22.5° BEND N 2 001 403.68 , I I \ \ I I(.__,__.....-E 6 235 892.70 ~'!:I-~ l<o"" s 6"PW CARLSBAD PALISADES n ALIGNMENT D ----¼\lcc==;d'( 6"PW CARLSBAD PALISADES ALIGNMENTC 4 0 ENDALIGNC STA 2+80.16 26'-6" 4' 6' N 2 001 298.90 ?"" E 6 235 723.77 / ./:/ ~~· ·11 s"s-"W-; 6" RW SEGMENT 5-1 ALIGNMENT D (SHEET C-26) 3():SD'"-='"--8"S =~--_.,..._...,., =---B"S-• PALISADES DRIVE G)::DBEGIN ALIGN E 6"x6"x6" STA 0+99.48 = STA8+04.74 ALIGN A N 2 001 234.15 E 6 236 202.72 I I· 4 . . TA1+18.09 p / HD COUPLING-STA 1+16.19 11.25° BEND N 2 001 221.26 E 6 236 192.20 ---:::.--·N 2 001 340.29 4'-6" 11-9:_i 26'-6" E 6 236 002.40 STA 1+26.09 HD COUPLING N 2 001 333. 72 E 6 235 997.84 END ALIGN D 0 STA3+15.85 N 2 001 182.27 -:: E 6 235 883.50 ----8"S--s"s--10"W--10"W Tt3",..-s'-" 0 STA 3+59.44 Q(.; °' 11.25° BEND 1/' N 2 001 062.33 E 6 236 014.74 ' STA 3+64.44 HD COUPLING N 2 001 057 .99 E 6 236 017.21 -------,,,,__, .,,... __ .~_"7;)5-===----BEGIN ALIGN J STA 1+00.00 HD TRANSITION COUPLING STA 2+97.21 /: HD COUPLING 6"PW CARLSBAD PALISADES ~ ALIGNMENT G ---.___1 • 730 · -Cc-,-.~ BEGIN ALIGN G 90°BEND G)::D . -STA 1+00.00 = STA5+79.88 ALIGN F N 2 000 682. 76 N 2 001 201.47 C!> E 6 236 386.93 5 0 \ BEGIN ALIGN H I ~6"x6"x6" TEE \I ~TA 0+72.76= \ I STA \ · ALIGN J .\ j N 4 1+00 \\_ 5 IJEt~~:\GJA \ STA1+21.19 I, STA9+68.97 HD COUPLINGl N 2 001 145.92 N 2 001 218.40 -.,_•.,· · ..,E_,,6 ..,23_,.6,.34-1.,..24i1i;T I E 6 236188.11 STA 1+31.93 HD COUPLING N 2 001 211.94 E 6 236 179.52 UT AND CAP (E) 4" ACP SEE NOTE2 CARLSBAD PALISADES ALIGNMENT E • / rf r~----7 L ____ _J 8"x6" REDUCER (;:UT AND CAP (~) 4" ACP EE NOTE 2 STA 1+00.00 HD COUPLING N2001170.79 E 6 236 396.84 CUT AND CAP (E) 4" ACP SEE NOTE BEGIN ALIGN I 6"x6"x6" TEE STA 1+00.00 = STA2+51.73 I ALIGN H N2001081.71 j _E 6 236 519.67 STA 2+72.64 HD COUPLING N 2 001 068.88 rn-~r, E 6 236 536.17 0 0 0 0 0 0 0 0 0 0 0 0 □ STA5+61.41 HD COUPLING N 2 000 871.77TT] E6236747.19f ff + STA5+66.41 HD COUPLING N 2 000 868.29 E 6 236 750. 78 END ALIGN G 1 6''x6"x6" TEE '--A\c--< STA 4+93.31 = STA6+00.60 ALIGN H N 2 000 842 .82 E 6 236 773.60 STA2+92.21 45° BEND 1 N 2 000 874.14 E 6 236 280.23 I. N 2 000 870.99 E 6 236 284.12 ~ END ALIGN E STA 11+27.58 = STA5+58.01 ALIGN F N 2 000 697 .26 E 6 236 478.62 E 6 236 494.99 STA5+96.88 22.5° BEND 111 N2000671.49" E 6 236 507.72 N 2 001 188.21 -\ \ E 6 236 375.91 41\-T_}, -\IL;\~:?; STA 1+49.64 . \ ~I I :: ~ ,, -B"S-" 11 -=.8"8 -8" -" 6" p CARLSBAD PALISADES ALIGNMENT F B J51q, ;t: fY---J!fg <if" (j i -8S STA2+82.21 s, HD COUPLING 4: •J• N 2 000 874.97 E 6 236 271.03 STA 1+10.00 HD COUPLING N 2 000 819.41 E 6 236 108.23 STA 1+20.00 11.25° BEND N 2 000 820.78 E6236118.14 STA 1+15.00 HD COUPLING N 2 000 820.06 E6236113.19 --===c• ~ ,l ~ "-'--0 STA 11+15.61 V 45° BEND c--~~~~~/~// N 2 000 687.55 __, E 6 236 470.02 STA 11+10.59 HD COUPLING N 2 000 687 .25 E 6 236 465.02 6"PW CARLSBAD PALISADES ALIGNMENT E ' '( \ -E-~J---±8'1081 RCHWOOD~~----';"""' 72 STA 11+01.94 G)11.25• BEND N 2 000 686.62 E 6 236 456.38 6"PW CARLSBAD PALISADES ALIGNMENT F 6 END ALIGN F G)END CAP wl THRUST BLOCK STA6+35.44 N 2 000 634.53 E 6 236 518.44 --------STA 1+05.00 45° BEND N2000819.11 E 6 236 103.24 CIRCLE 71 STA9+36.30 f.------745---"-' 0 45° BEND 6" RW SEGMENT 5-1 ALIGNMENT E (SHEET C-27) N 2 000 643.90 E 6 236 296.40 Curve# Radius Alignment Curve Table Length Tangent BOC EOG ), HD COUPLING I N 2 001 163.31 S E 6 236 355.18 STA 1+62.03 \~11.25° BEND 5 2 001 154.36 I E 6 236 346.62 I .,. C) " LC) 0 •D gO 26'-6" STA 1+10.90 HD COUPLING N 2 001 074.29 E 6 236 511.97 rsTA2+6:.64 HD COUPLING N 2 001 075.31 E 6 236 528.50 ----aa I I ---..,..--~----..-... \ END ALIGN J ~ 90° BEND p I I A 1+72.03= STA 9+68.97 I ALIGN A N 2 001 145.92 · r E 6 236 341.24 \ I 1 6"PW CARLSBAD PALISADES ALIGNMENT I END ALIGN I -14"W--rf :_\: ---:=~ 0'g==.t! , CAP wl THRUST BLOCKG) STA2+46.18 N 2 000 988.47 ~-E 6 236 408.02 -112"G _ l / / !1_} /i 6"PW CARLSBAD PALISADES ALIGNMENT H STA 2+96.88 HD COUPLING N 2 000 762.98 E 6 236 629.59 STA2+49.29 90° BENDG) N 2 000 794.53 E 6 236 593.96 12' 3'-2" STA3+30.64 HD COUPLING N 2 000 739.78 E 6 236 654.12 _ _.._ __ 6 END ALIGN H 5'-7" STA 6+86.12 _f13~.-~3--:_-·)i/;JEJ'--0cAP wl THRUST BLOCK 26'-6" N 2 000 779.13 E 6 236 830.67 6"PW CARLSBAD PALISADES ALIGNMENTG STA 3+35.61 90° BEND111 N 2 000 738i 2 E 6 236 657.48 1\1 i_. ' \_/ p-__ _ 1\F ___ _ 1-2_\/l_\'/L_:, J 111::,pc•:TJC: ~•~. I l f------------1-----------------+---+---t---t----J IMPROVEMENT PLAN FOR: ,---------.--:Ke=--n-n-edv---=-~-:-u=-e-n-=-ks----:::Co::--n-s-u-=-1ta:---nts-:---1 PW PLAN, CARLSBAD PALISADES C-62 @ 144.00 16.45 8.23 9+39.84 9+56.29 Engineers & Scientists RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 @ 144.00 13.58 6.80 9+09.03 9+22.61 SUbl-:I I lcU: ___ S_Af_,<_.I_I _'i'vl_ll_a_··1-,_l:-, ___ fi_'_7i_' __ S __ rJ!-.F u.;:,, IC 11\J 11.'"'.L :::1\::;11·.JEEF' OF 'v\'JFiK RE/ S C!I\ DC:SCR RTIO I cATF 11"/IT A "J''}./\j [:\': ---·:1 ,-, 1:Y: ~"INC E·( c'RUJl~ I /Li. Jk:A.'./'i l\C I\U. 5208-B 508-6 PW ALIGNMENT A - PROFILE2001"=40'4060HORIZ:VERT:BCHBMBWCYpw:\\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.FOR PRICINGONLY-NOT FORCONSTRUCTION, • I • I ' I ' I ' • I • I • I 125 120 115 ---- --- -- --- -- --- -- --··:1::~~::j::::::: ,i: =:, + 0 ., 0 o,·«; ... ····••:••·······l·····••:••······•···••:L ......... : ........ : ....... : ......... • .... . : ◄ : v: : : : : : . . 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C.i:.., 921 :.2._~ ::,s,~-c:0-:s1::i-~1 10 16 18 BCH 10 29 19 BCH Ill llil 3i: 125 0 ...J CONFORM[D S[T "" ) ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I , 1 UPDA Tm P[R POTHOL[ DATA RF/ 76 REVS OI\ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll'IIT C □ F.E F[ p -1,2_\/l_\'/L_:, _1-, ~•~. I l C-63 IT'f I~, I) IMPROVEMENT PLAN FOR: PW PROFILES, FLOWER FIELDS ALIGN A, B & C RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 L: =:, \i'/\J C: Y: -:I f -, ,. Y• ~'INC EY: f'RUJl~ I IIU 5208-B Jk:A.'./'i[\C I' U. 508-6 BCHBMBWCYpw:\\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. 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C.i:... 921 :.2._~ ::,s,~-c:0-:s1::i-~1 SUbH I I cU; ____ :,_i._f_,.<_.I_I _'i'_vl_l l_A_H_', ____ f~i_7_;~• __ S __ f--'kC:c..=--CI V,Ll\A1'...;t.-S: rJi'.F REVS OI\ DC:SCR RTIO I DA TF DATF 0 0 0 0 0 0 0 0 0 0 0 0 ll·IIT C □ F.E F[ 1··11.··· ' \_/ p -1,2_\/l_\'/L_:, _1·, ~•~. I l C-64 IMPROVEMENT PLAN FOR: PW PROF/LESl ,CARLSBAD PALISADES AL/Gtv A, B, C, D & G RECYCLED WATER PHASE Ill PIPELINE EXPANSION SEGMENT 5 Li' =:, \i'/\J C: Y: ·:1 f -, ,, Y, ~'INC EY f'RUJl~ I IIU 5208-B 508-6 BCHBMBWCYpw:\\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 EXISITING11REPAIR CONCRETE SWALE TO MATCH EXISTING12REPLACE TRAFFIC LOOP PER CALTRANS STD DWG ES-5B, TYPE E.TRAFFIC LOOP DRAWINGS ARE INCLUDED AS AN APPENDIX TOTHE SPECIFICATIONS.13INSTALL AWWA C900 DR14 PIPE BETWEEN THE FOLLOWINGSTATIONS ON PW ALIGNMENT E:STA 4+30 TO STA 4+50STA 4+65 TO STA 4+85STA 5+18 TO STA 5+38STA 5+65 TO STA 5+85STA: 1+10STA: 1+252C-03PRICING ONLY,NOT FORCONSTRUCTION110 105 100 95 90 85 80 75 70 145 140 135 130 125 120 115 110 ,-,----,-----.-.~-,-, -..... 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