HomeMy WebLinkAboutDWG 520-2; 6607; STORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM - FINALIZATION PHASE II; 01-061REFERENCE DRAWINGSSHEET INDEXOCTOBER 2019FINAL SUBMITTALCITY OF CARLSBADCARLSBAD, CALIFORNIATITLE SHEETCITY COUNCILERIC ZIELKE, PEC77895I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT IHAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT ASDEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THATTHE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BYTHE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MYRESPONSIBILITIES FOR PROJECT DESIGN.FIRM:ADDRESS: CITY, ST.:TELEPHONE: BY:DATE:R.C.E. NO.: REGISTRATION EXPIRATION DATE:06/30/21DECLARATION OF RESPONSIBLE CHARGEAECOM TECHNICAL SERVICES, INC.401 W. A STREET SUITE 1200SAN DIEGO, CALIFORNIA 92101619-610-760010-31-2019IMPROVEMENT PLANS FOR:6IMPROVEMENT PLANS FOR:6607 520-2UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIACALL 811AT LEAST TWO DAYSBEFORE YOU DIGTECHNICAL SERVICES, INC.1 COLUMBIA PLACE401 W. A STREET, SUITE 1200SAN DIEGO, CA. 92101TEL: 619.610.7600 www.aecom.comSTORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM(PHASE II)SOURCE OF TOPOGRAPHYAERIAL IMAGERY AND UTILITY LOCATIONS SHOWN ON THESE PLANS WAS GENERATED BYGIS METHODS FROM INFORMATION GATHERED FROM THE CITY OF CARLSBAD AND SanGIS.RIGHT-OF-WAY AND PROPERTY LINES ARE APPROXIMATE AND ARE NOT SURVEYED AS PARTOF THIS PROJECT.TITLE SHEETKEY MAP, GENERAL NOTES & LEGENDGROUP: 1, 2, 3, & 4GROUP: 5, 6, 7, & 8GROUP: 9, 10, 11, & 12POINT REPAIR DETAILS123456811-4269-7167-2109-4, 383-3109-4, 383-3109-4, 383-4298-8233-8233-8233-8192-5192-5168-9168-9330-2, 256-7B330-2, 256-7B188-6UNAVAILABLE192-4SDP101690SDC2501SDC1824SDC7908SDC7909SDP102196SDC8783SDP102188SDC1331SDC1332SDC2518SDC2519SDP101885SDC5693SDC7938SDC7939SDC5178SDC2925SDP101915MATT HALL - MAYORPRIYA BHAT-PATEL - MAYOR PRO TEM KEITH BLACKBURN - COUNCIL MEMBERCORI SCHUMACHER - COUNCIL MEMBERSCOTT CHADWICK - CITY MANAGERSTORM DRAIN SYSTEM REHABILITATIONAND REPAIR PROGRAM(CMP REPLACEMENT - PHASE II)PROJECT NO. 6607CONSTRUCTION PLANSFORGROUP NUMBER FACILITY ID AS-BUILT DWG NO.12351011124789611/14/19AS-BUILT DRAWINGS OCT 20209/16/219/16/2021C87705 9/30/2023LINER NOT INSTALLED
2KEY MAP, GENERAL NOTES,LEGEND & ABBREVIATIONSKEY MAPSCALE: 1" = 3000'NIMPROVEMENT PLANS FOR:6IMPROVEMENT PLANS FOR:6607 520-2UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIACALL 811AT LEAST TWO DAYSBEFORE YOU DIGTECHNICAL SERVICES, INC.1 COLUMBIA PLACE401 W. A STREET, SUITE 1200SAN DIEGO, CA. 92101TEL: 619.610.7600 www.aecom.comSTORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM(PHASE II)LEGENDGENERAL NOTESCITY OF CARLSBADBOUNDARY (TYP)FACILITY IDSDP101915 05 12SHEET NO. WHERE LOCATED(ASSET NUMBERS SHOWN ON PLAN)SDC2501 03 02ABBREVIATIONSAPPROXBCCIPPCLCOSDCONCCOORDCMPCSPDWGEECELE'LYEXISTFLFMHDPEHPHTIEINTINVLFLTMAXMHMODNNCTDPOTAPPROXIMATEBEGINNING OF CURVATURECURED IN PLACE PIPECENTERLINECITY OF SAN DIEGOCONCRETECOORDINATESCORRUGATED METAL PIPECORRUGATED STEEL PIPEDRAWINGEASTINGEND OF CURVATUREELEVATIONEASTERLYEXISTINGFLOWLINEFORCE MAINHIGH DENSITY POLYETHYLENEHIGH PRESSUREHEIGHTINVERSE ELEVATIONINTERSECTIONINVERT UP/DOWNLINEAR FEETLEFTMAXIMUMMANHOLEMODIFIEDNORTHINGNORTH COUNTY TRANSITDISTRICTPOINT ON TANGENTPRCPVCRCRCPRTR/WRWQCBSDCOSDMHSDRSDSSPWCSTDSWRTDTYPUNKVCPW'LYWTRPOINT OF REVERSING CURVATUREPOLYVINYL CHLORIDERELATIVE COMPACTIONREINFORCED CONCRETE PIPERIGHTRIGHT OF WAYREGIONAL WATER QUALITY CONTROL BOARDSTORM DRAIN CLEANOUTSTORM DRAIN MANHOLESAN DIEGO REGIONAL STANDARD DRAWINGSTANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTIONSTANDARDSEWERTOP OF DIKETYPICALUNKNOWNVITRIFIED CLAY PIPEWESTERLYWATERSDC2518SDC2519 04 07SDC1824 03 03SDC2925 05 11SDC7938SDC7939 05 09SDP102196SDC7908SDC7909 03 04SDP101690 03 01SDP101915 05 12SDC8783 04 05SDP101885SDC5693 04 08SDC5178 05 10TRAFFIC CONTROL NOTES1. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR EACH SITE TOBE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES.2. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGSFOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHINGBEACONS SHALL BE USED DURING NIGHT LANE CLOSURES.3. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANECLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHINA LARGER PROJECT LIMITS.4. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALLBE APPROXIMATELY 10 FEET.5. CONSTRUCTION AREA TRAFFIC CONTROL DEVICE SHALL MEET THE PROVISIONSOF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARDSPECIFICATIONS.1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITYOF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THECARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITYSTANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAYPERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISETHESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANDOMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALLBE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANYWORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATEOF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS ANADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNTOF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCECOMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND ASIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATINGGUIDE.5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINEDFROM THE CITY AND OTHER APPROPRIATE AGENCIES.6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTSARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THEIMPROVEMENT AGREEMENT.7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVALOF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THEAPPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEINGSIGNED BY THE CITY ENGINEER.9. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) ATLEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEARTHEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANYREPRESENTATIVE.UNDERGROUND SERVICE ALERT (DIG ALERT)811SDG&E (800)411-7343AT&T(619)237-2787SPECTRUM CABLE(800)227-2600COX COMMUNICATIONS (619)262-1122CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722*SAN DIEGUITO WATER DISTRICT (760)633-2650*LEUCADIA WASTEWATER DISTRICT (760)753-0155*VALLECITOS WATER DISTRICT(760)744-0460*OLIVENHAIN WATER DISTRICT (760)753-6466*BUENA SANITATION DISTRICT (760)726-1340 x1330*AS APPROPRIATE10. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILLBE MADE 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 DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADETHE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.11. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/ORCONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANDFEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.12. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORKZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THEPERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTARTUNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITYENGINEER TO DO SO.13. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDINGWARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHERASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN8:00 A.M. AND 5:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NOEARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDSOR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERINGDEPARTMENT COUNTER.)14. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THECITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNINGOF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS ORDAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS ARESULT OF THE GRADING OPERATION.15. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVEDBLASTING PROGRAM AND BLASTING PERMIT.16. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWNON THE 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 FROMTHAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANSAND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.17. TO AVOID ANY DIRECT IMPACTS TO ANY BIRDS, DISTURBANCE OF SENSITIVEHABITAT THAT SUPPORTS ACTIVE NESTS SHOULD OCCUR OUTSIDE OF THEBREEDING SEASON (I.E., JANUARY 15 THROUGH SEPTEMBER 15) AND MAINTAINNOISE LEVELS BELOW 60 DBA. IF DISTURBANCE OF SENSITIVE HABITAT OF HABITATIN THE PROPOSED AREA OF DISTURBANCE MUST OCCUR DURING THE BREEDINGSEASON AND NOISE LEVELS ARE ABOVE 60 DBA, A QUALIFIED BIOLOGIST SHALLCONDUCT A PRE-CONSTRUCTION SURVEY TO DETERMINE THE PRESENCE ORABSENCE OF NESTING BIRDS AT THE PROPOSED SITE LOCATIONS.18. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLYAHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTIONPLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THEPROPOSED WORK.PROJECT ACCESS NOTES1. THE CONTRACTOR SHALL COORDINATE WITH THE CITY FOR ALL CONSTRUCTIONACCESS INTO PRIVATE PROPERTY AND AREAS OUTSIDE OF THE PUBLICRIGHT-OF-WAY.2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TOEXISTING FACILITIES RESULTING FROM CONSTRUCTION OPERATIONS UNLESSSPECIFIED OTHERWISE.WATER DISCHARGE NOTE1. ALL WASTE DISCHARGES TO SURFACE WATERS ARE PROHIBITED WITHOUTWRITTEN AUTHORIZATION FROM THE STATE OF CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD IN ACCORDANCE WITH TERMS, PROVISIONS ANDCONDITIONS OF STATE ORDER NO. R9-2015-0013 NPDES CAG919003. THECONTRACTOR SHALL CONTAIN ANY RESIDUAL LIQUIDS IN A SPECIFIED ANDCONTROLLED TEMPORARY AREA ON SITE PHYSICALLY SEPARATED FROMPOTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL INACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.19. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BYTHE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.20. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TOTHE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.21. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THEBEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVESRESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALLOTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETINGBY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKINGDAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BEAVAILABLE PRIOR TO SCHEDULING.GROUP NO.CORRUGATED STEEL PIPE INLETCURB INLET (TYPE B SHOWN)CURB INLET (TYPE C SHOWN)CUTOFF WALLHEADWALL DISCHARGE POINTGRATEINLET POINT/DISCHARGE POINTJUNCTIONPIPEPIPE WITH PROPOSED LINERSTORM DRAIN CATCH BASINSTORM DRAIN CLEANOUTCALTRANS RIGHT-OF-WAYCITY RIGHT-OF-WAYNCTD RIGHT-OF-WAYDRAINAGE EASEMENTHIGH WATER LINESLURRY FILL PIPE ABANDONMENTSDP102188SDC1331SDC1332 04 0611/14/199/16/21C87705 9/30/20239/16/2021LINER NOT INSTALLED
3FACILITY ID: SDP101690, SDC2501, SDC1824,SDC8783, SDC7908, SDC7909 & SDP102196 PLANSIMPROVEMENT PLANS FOR:6IMPROVEMENT PLANS FOR:6607 520-2UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIACALL 811AT LEAST TWO DAYSBEFORE YOU DIGTECHNICAL SERVICES, INC.1 COLUMBIA PLACE401 W. A STREET, SUITE 1200SAN DIEGO, CA. 92101TEL: 619.610.7600 www.aecom.comSTORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM(PHASE II)FACILITY ID: SDC2501SCALE: 1" = 20'FACILITY ID: SDP101690SCALE: 1" = 20'NFACILITY ID: SDC1824SCALE: 1" = 20'EXISTING CURB INLET TYPE BPER COSD DRAWING #SDD-116ASSET NO. 5A-43FL UNK15" CMP HOST PIPE(SDC2501)18" CMP HOST PIPE(SDC1824)NNGROUP 2 - REHABILITATION SCHEDULE55'CIPP LINER5A-425A-43EXISTING CURB INLET TYPE BPER COSD DRAWING #SDD-116ASSET NO. 5A-42FL UNKWESTFIELDPLAZA CAMINO REALGROUP 1 - REHABILITATION SCHEDULE43'CIPP LINER25C-1425C-S239GROUP 3 - REHABILITATION SCHEDULEFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION11'CIPP LINER4D-24D-112" CMP HOST PIPE(SDP101690)EXISTING CSP INLET TYPE BPER SDRSD DRAWING #D-16ASSET NO. 25C-S239FL 358.43EXISTING CURB INLET TYPE B PERCOSD DRAWING #SDD-116ASSET NO. 25C-14FL 358.01EXISTING SDCO TYPE B PERSDRSD DRAWING #D-10ASSET NO. 4D-2FL 51.20EXISTING CURB INLET TYPE B PERCOSD DRAWING #SDD-116ASSET NO. 4D-1FL 56.59FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONSDC2501FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONSDC1824SDP101690JEFFERSON STORION WAY
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YLAS FLORES DRPOLICE CENTERPARKINGAccess Point:Asset no. 5A-43Access Point:Asset no. 25C-14Access Point:Asset no. 4D-1LOCATION COORD: 33°10'42.75"N, 117°20'13.81"WLOCATION COORD: 33°08'19.75"N, 117°15'53.96"WLOCATION COORD: 33°10'14.75"N, 117°20'54.72"WFLOW(33.8%)0.2" ~ 5mm0.25" ~ 7mm0.30" ~ 8mmFLOW(1-5%)CONTRACTOR TO VERIFYDOLLAR TREETO MARRON RD.EXISTING RCP PER DWG. 811-4(NOT INCLUDED IN THIS CONTRACT)TO ORION ST.FLOW(1.0%)EXISTING 18" ACP PER DWG. 167-2(NOT INCLUDED IN THIS CONTRACT)CONTRACTOR'S NOTE:ALL EXISTING INFRASTRUCTURE AND UTILITIES SHALLBE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.FACILITY ID: SDC7908, SDC7909 & SDP102196SCALE: 1" = 20'NGROUP 4 - REHABILITATION SCHEDULE53'81'75'CIPP LINERCIPP LINERCIPP LINER41A-2441A-S9241A-2341A-S9241A-2341A-2124" CMP HOST PIPE(SDC7909)24" CMP HOST PIPE(SDC7908)EXISTING SDCO TYPE A-4PER SDRSD DRAWING #D-09ASSET NO. 41A-21FL 65.01EXISTING MOD INLET PERCOSD DRAWING #SDD-116ASSET NO. 41A-23FL 63.13EXISTING CATCH BASIN PERSDRSD DRAWING #D-29 TYPE IASSET NO. 41A-24FL 56.65FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONSDP102196SDC7909SDC7908CARLSBAD BLVDLANAKAILN.Access Point:Asset no. 41A-24Asset no. 41A-23Asset no. 41A-21LOCATION COORD: 33°06'28.77"N, 117°19'15.77"W0.40" ~ 10mm0.40" ~ 10mm0.40" ~ 10mmEXISTING JUNCTION PER SDRSDDRAWING #D-09ASSET NO. 41A-S92FL UNKCONTRACTOR SHALL COORDINATEWITH CALIFORNIA STATE PARKS FORACCESS.24" CMP HOST PIPE(SDP102196)EXISTING HDPE LINERFLOW(4
.8%
)FLOW(4.8%
)FLOW(2
.5%
)EXISTING 18" PVC PER DWG. 383-3(NOT INCLUDED IN THIS CONTRACT)EXISTING 18" RCP PER DWG. 383-3(NOT INCLUDED IN THIS CONTRACT)TO BREAKWATERRD.EXISTING 15" RCP(NOT INCLUDED IN THIS CONTRACT)CARLSBAD POLICE DEPARTMENTCOORDINATION REQUIRED FOR THE SITEACCESS.(CLEAR AS NEEDED FORACCESS, SENSITIVE HABITATSHALL BE PROTECTED INPLACE)EXISTING PIPE PER DWG. 167-2(NOT INCLUDED IN THIS CONTRACT)EXISTING 15" CMP(NOT INCLUDED IN THIS CONTRACT)APPROX 10' WIDEDRAINAGE EASEMENTREC#73-188650SENSITIVE HABITAT TO BEPROTECTED IN PLACEDURING CONSTRUCTIONAPPROX CITY R/W (TYP)APPROX CITY R/W (TYP)11/14/19 51'DELETEDTransitions to 18" forremainder of line at thispointInvert Repaired with Mortar prior to liningStorm Drain has horizontal angle point atthis location (approx. 22 degree)Orientation of Actual Pipe 67' 82' 76'42'18"9/16/219/16/2021C87705 9/30/2023
4FACILITY ID: SDC8783, SDC1331, SDC1332, SDP102188,SDC2518, SDC2519, SDP101885 & SDC5963 PLANSIMPROVEMENT PLANS FOR:6IMPROVEMENT PLANS FOR:6607 520-2UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIACALL 811AT LEAST TWO DAYSBEFORE YOU DIGTECHNICAL SERVICES, INC.1 COLUMBIA PLACE401 W. A STREET, SUITE 1200SAN DIEGO, CA. 92101TEL: 619.610.7600 www.aecom.comSTORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM(PHASE II)FACILITY ID: SDP101885 & SDC5693SCALE: 1" = 20'NSLURRY AND ABANDON18" CMP PIPE(SDC5693)GROUP 8 - REHABILITATION SCHEDULE41'10'CIPP LINERSLURRY/ABANDON49A-S54249A-S71749A-4249A-42EXISTINGASSET NO. 49A-S717FL 58.00EXISTING TYPE C PER COSDDRAWING #SDD-117ASSET NO. 49A-42FL 62.0036" CMP HOST PIPE(SDP101885)EXISTING DISCHARGE POINTPER SDRSD DRAWING #D-30ASSET NO. 49A-S542FL UNKSDP101885SDC5693FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONALGA RDAccess Point:Asset no. 49A-S542LOCATION COORD: 33°06'07.84"N, 117°15'41.53"WEXISTING 84" RCP PER DWG. 168-9 (NOT INCLUDED IN THIS CONTRACT)-0.59" ~ 16mmTO ALICANTE RD.TO ESTRELLADEL MAR RD.FLOW(APPROX 12%)CONTRACTOR'S NOTE:ALL EXISTING INFRASTRUCTURE AND UTILITIES SHALLBE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.FACILITY ID: SDC8783SCALE: 1" = 20'18" CMP HOST PIPE(SDC8783)NGROUP 5 - REHABILITATION SCHEDULE36'CIPP LINER37C-1037C-12EXISTING INLET POINTASSET NO. 37C-12FL UNKEXISTING CATCH BASIN PERTYPE 1 SDRSD DRAWING #D-29ASSET NO. 37C-10FL 201.00FACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONSDC8783MIRA COSTA COLLEGEPARKING LOTAccess Point:Asset no. 37C-12LOCATION COORD: 33°07'00.48"N, 117°16'38.45"W0.30" ~ 8mmFLOW(APPROX 2%)EXISTING 21" PVC PER DWG. 298-8(NOT INCLUDED IN THIS CONTRACT)EXISTING CONC. BROW DITCHTO CAMINOVIDA ROBLEMIRA COSTACOLLEGE24" CMP HOST PIPE(SDC2519)FACILITY ID: SDC2518 & SDC2519SCALE: 1" = 20'EXISTING DISCHARGE POINTPER SDRSD DRAWING #D-30ASSET NO. 4D-25FL 47.22EXISTING TYPE B PER COSDDRAWING #SDD-116ASSET NO. 4D-26FL 48.624" CMP HOST PIPE(SDC2518)GROUP 7 - REHABILITATION SCHEDULE57'38'CIPP LINERCIPP LINER4D-254D-264D-264D-27EXISTING INLET POINTASSET NO. 4D-27FL UNKFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONSDC2519SDC2518INTERSTATE 5 FREEWAYJEFFERSON
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T Access Point:Asset no. 4D-26LOCATION COORD: 33°10'22.96"N, 117°20'51.68"W0.40" ~ 10mm0.40" ~ 10mmBRIDGE FLOW(2.4%)FLOW(APPROX 48%)TO
MARRON
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.FACILITY ID: SDP102188, SDC1332, SDC1331SCALE: 1" = 20'EXISTING CUTOFF WALL PERCOSD DRAWING #SDS-115ASSET NO. 27A-J10FL. 23.87EXISTING MOD JUNCTION ASSET NO. 27A-7FL 12.40NGROUP 6 - REHABILITATION SCHEDULE19'39'79'CIPP LINERCIPP LINERCIPP LINER27A-727A-J1027A-327A-J1027A-327A-218" CMP HOST PIPE(SDP102188)TIERRA DEL ORO STFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTIONSDP102188SDC1332SDC1331PACIFIC OCEANAccess Point:Asset no. 27A-2NOTE: CONTRACTOR SHALL COORDINATEWITH CITY OF CARLSBAD FOR PRIVATERESIDENTIAL ACCESS.LOCATION COORD: 33°07'56.92"N, 117°20'10.63"W0.30" ~ 8mm0.30" ~ 8mm0.30" ~ 8mmFLOW(60
.4%)TO CARLSBADBLVD.18" PVC HOST PIPE(SDC1332)NNOTE: NOTIFY TENANTS OF UPCOMINGPROJECT, ADVANCE COORDINATIONWITH THE CITY REQUIRED.APPROX 9' WIDEDRAINAGE EASEMENTREC#2006-0820763APPROX 45' WIDEDRAINAGE EASEMENTREC#5781SENSITIVE HABITAT TO BEPROTECTED IN PLACEDURING CONSTRUCTIONEXISTING SDCO TYPE F PERSDRSD DRAWING #D-7ASSET NO. 27A-3FL 33.67EXISTING CURB INLET TYPE BPER COSD DRAWING #SDD-116ASSET NO. 27A-2FL 34.05FLOW(0
.5%
)FLOW(27
.7%
)18" VCP HOST PIPE(SDC1331)NOTE: LANE CLOSURE REQUIRED AT THISLOCATION WITH FLAGGERS. SEE TRAFFICCONTROL NOTES.APPROX CITY R/W (TYP)APPROX HIGH WATER LINESPOT REPAIR IS NECESSARY AT THIS LOCATION PER CCTV.SEE DETAIL A-1APPROX CITY R/W (TYP)APPROX CITY R/W (TYP)APPROX CALTRANS R/WNOTE: CONTRACTOR SHALL ABANDONENTIRE PIPE WITH 2-CEMENT SACKSLURRY FILL.11/14/198' of UV SectionalRepairs starting at 3' fromUpstream AssetONE Segment 61'30"30" Finish Thickness~13.5mm15' long CIPP Repair doneat both ends of 24" lineRepair liner is 23.5" dia. x12mm thick 38'9/16/219/16/2021C87705 9/30/2023
5FACILITY ID: SDC7938, SDC7939, SDC5178,SDC2925 & SDP101915 PLANSIMPROVEMENT PLANS FOR:6IMPROVEMENT PLANS FOR:6607 520-2UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIACALL 811AT LEAST TWO DAYSBEFORE YOU DIGTECHNICAL SERVICES, INC.1 COLUMBIA PLACE401 W. A STREET, SUITE 1200SAN DIEGO, CA. 92101TEL: 619.610.7600 www.aecom.comSTORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM(PHASE II)FACILITY ID: SDP101915SCALE: 1" = 20'EXISTING INLET POINTASSET NO. 30B-S160FL 278.50EXISTING DISCHARGE POINTASSET NO. 30B-S161FL 276.00NGROUP 12 - REHABILITATION SCHEDULEFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION178'SLURRY/ABANDON30B-S16130B-S160SLURRY AND ABANDON18" CMP PIPE(SDP101915)SDP101915ORION WAYAccess Point:Asset no. 30B-S160LOCATION COORD: 33°08'02.29"N, 117°16'04.81"W-WASTE MANAGEMENTDRIVEWAYTO FARADAY AVE.TO EL CAMINO REALEXISTING PIPE PER DWG. 383-3(NOT INCLUDED IN THIS CONTRACT)FLOW(1.3%)CONTRACTOR'S NOTE:ALL EXISTING INFRASTRUCTURE AND UTILITIES SHALLBE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.36" CMP HOST PIPE(SDC7938)FACILITY ID: SDC7939 & SDC7938SCALE: 1" = 20'FACILITY ID: SDC5178SCALE: 1" = 20'N36" CMP HOST PIPE(SDC7939)42" CMP HOST PIPE(SDC5178)EXISTING DISCHARGE POINTPER SDRSD DRAWING #D-30ASSET NO. 45A-46FL 271.86EXISTING SDCO TYPE B PERSDRSD DRAWING #D-10ASSET NO. 45A-46FL 334.67NGROUP 10 - REHABILITATION SCHEDULEFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION150'CIPP LINER45A-4545A-46EXISTING INLET TYPE C PERCOSD DRAWING #SDD-117ASSET NO. 35A-9FL 34.25EXISTING SDCO TYPE B PERSDRSD DRAWING #D-10ASSET NO. 35A-10FL 33.89EXISTING DISCHARGE POINTPER SDRSD DRAWING #D-30ASSET NO. 35A-12FL 33.20GROUP 9 - REHABILITATION SCHEDULEFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION37'26'CIPP LINERCIPP LINER35A-1235A-1035A-1035A-9SDC7939SDC7938SDC5178AVENIDA ENCINASAccess Point:Asset no. 35A-10Asset no. 35A-9Access Point:Asset no. 45A-8NOTE: CONTRACTOR SHALL COORDINATE WITH CITY OFCARLSBAD AND PRIVATE RESIDENTIAL ACCESS FOR 12'DRAINAGE EASEMENT (FOOT ACCESS ONLY).LOCATION COORD: 33°07'08.36"N, 117°19'25.10"WLOCATION COORD: 33°06'45.90"N, 117°14'37.56"W0.59" ~ 16mm0.59" ~ 16mm0.69" ~18mmFLOW(1.9%)FLOW(1.4%)TO PALOMARAIRPORT RD.FLOW(46.9%)EXISTING 24" RCP PER DWG. 256-7B & 330-2(NOT INCLUDED IN THIS CONTRACT)FLOW(5.4%)EXISTING 42" RCP PER DWG. 188-6(NOT INCLUDED IN THIS CONTRACT)TO CHORLITO STCUL-DE-SACFACILITY ID: SDC2925SCALE: 1" = 20'NGROUP 11 - REHABILITATION SCHEDULEFACILITY ID UPSTREAM ASSET DOWNSTREAM ASSET LENGTH WALL THICKNESS REMEDIAL ACTION56'SLURRY/ABANDON27D-3027D-29SLURRY AND ABANDON18" CMP PIPE(SDC2925)EXISTING DISCHARGE POINTASSET NO. 27D-30EXISTING CSP INLET TYPE BPER SDRSD DRAWING #D-16ASSET NO. 27D-29SDC2925CARLSBAD BLVDCARLSBAD BLVDAccess Point:Asset no. 27D-30LOCATION COORD: 33°07'32.30"N, 117°19'49.54"W-TO MANZANO DR.FLOW(4.6%)COASTAL LIVE OAK(PROTECT-IN-PLACE)WILLOW TREE(PROTECT-IN-PLACE)ABANDON EXISTING CSP INLET PER SSPWC (2018EDITION) AND BACKFILL TO EXISTING GRADE.SENSITIVE HABITAT TO BEPROTECTED IN PLACEDURING CONSTRUCTIONPRESERVE AREA(PROTECTED OPEN SPACE WITH SENSITIVEHABITAT)SENSITIVE HABITAT TO BEPROTECTED IN PLACEDURING CONSTRUCTIONSENSITIVE HABITAT TO BEPROTECTED IN PLACEDURING CONSTRUCTIONAPPROX 12' DRAINAGEEASEMENT REC#132730SENSITIVE HABITAT TO BEPROTECTED IN PLACEDURING CONSTRUCTIONSPOT REPAIR IS NECESSARY AT THIS LOCATION PER CCTV.SEE DETAIL A-2EXISTING SDCO TYPE B PERSDRSD DRAWING #D-10ASSET NO. 45A-8FL 336.35APPROX CITY R/W (TYP)APPROX CITY R/W (TYP)APPROX CITY R/W (TYP)APPROX CITY R/W (TYP)APPROX NCTD R/W(6319 CHORLITO ST)(6311 CHORLITO ST)NOTE: POSSIBLE DEWATERING ATOUTFALL TO AVOID IMPACT TO CURING.SEE WATER DISCHARGE NOTE.APPROX EASEMENTREC#1994-0349817APPROX 12' DRAINAGEEASEMENT REC#7076EXISTING 30" RCP PER DWG. 188-6(NOT INCLUDED IN THIS CONTRACT)NOTE: CONTRACTOR SHALL ABANDONENTIRE PIPE WITH 2-CEMENT SACKSLURRY FILL.NOTE: CONTRACTOR SHALL ABANDONENTIRE PIPE WITH 2-CEMENT SACKSLURRY FILL.11/14/19Cleanout Deck & Riser Rings removed9/2/20 for install of 42" LinerReplaced on 9/4/20 38' 27' 166'9/16/219/16/2021C87705 9/30/2023
6POINT REPAIR DETAILSIMPROVEMENT PLANS FOR:6IMPROVEMENT PLANS FOR:6607 520-2UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIACALL 811AT LEAST TWO DAYSBEFORE YOU DIGTECHNICAL SERVICES, INC.1 COLUMBIA PLACE401 W. A STREET, SUITE 1200SAN DIEGO, CA. 92101TEL: 619.610.7600 www.aecom.comSTORM DRAIN SYSTEM REHABILITATION AND REPAIR PROGRAM(PHASE II)DETAIL A-1FACILITY ID: SDC1332 - SHEET 4 (NO SCALE)DETAIL A-2FACILITY ID: SDC5178 - SHEET 5 (NO SCALE)SPOT REPAIR NOTE (DETAIL A-1):CONTRACTOR SHALL REPAIR THE HOLE AT THE TOP OF THEPIPE BY A SIMPLE EDGE REMEDIATION, OR HAND TRIMMING,AND EXTERNAL PATCH WOULD ENABLE LINING, BACKFILL ANDCOMPACTION ABOVE THE PIPE.SPOT REPAIR NOTE (DETAIL A-2):CONTRACTOR SHALL REPAIR THE HOLE AT THE INVERT BYTRIMMING THE SPEARS, PREPPING THE HOLE AND USINGCONCRETE TO FILL THE HOLE TO ENABLE A SMOOTH INVERTFOR ENABLING PROPER INSTALL.BOTTOMOF THE PIPEBOTTOMOF THE PIPECCTV FILENAME: 1_41A-21_41A-23.wmvCCTV FILENAME: 45A-46-45A-70_122016_72_.MPG11/14/199/16/219/16/2021C87705 9/30/2023