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Home My WebLink AboutDWG 463-6D; RP 05-12A; CARLSBAD DESALINATION PROJECT; 01-370 0 I u ~ ,o rn 0 " E F "' D N ' ~ N I ' , I GRADING NOTES (IN ADDITION TO TH£ REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL COD£.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PR£V/OUSL Y APPROVE:D BY TH[ CITY OF CARLSBAD REGARD/NG GRAD/NG SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DD£S NOT LfSSfN OR WAIVE: ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, R£SOLU110N OF CONDJnONAL APPROVAL, CITY STANDARDS OR OTHER ADDJnONAL DOCUMENTS LIST£0 HEREON AS TH£Y MAY PERTAIN TO THIS PROJfCT. THE £NG/NEER IN R£SPONSIBL£ CHARGE SHAU. REVIS£ THE:S£ PLANS WHEN NON-CONFORMANCE: IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOCS NOT RELIEVE: TH£ DEVE:LOPER OR [NGINE£R-OF- WORK FROM R£SPONS/BILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHAU. 8£ PROMP!L Y SUBMITTfD TO TH£ CITY £NG/NEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY £NG/N£ER WIU. 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIF/CA T£ OF INSURANCE AS WELL AS ADDlnONAL INSURED ENDORSEMENT MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDlnONAL INSURED ON TH£ PERMITTfE'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANC£ OF LIABILITY. THE INSURANCE COMPANY WR/VNG THf POLICY MUST HAI/£ A RATING OF "A-" OR B£TT£R AND A Sil£ CATEGORY OF CLASS V OR BETT£R AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAJNING WAU.S OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA T£ PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BE£N OBTAINED FROM THE CITY AND OTHER APPROPRIA T£ AGENC1£S. 7. APPROVAL OF TH£SE PLANS BY THE CITY ENGINEER DO£S NOT AUTHORIZE ANY WORK OR GRADING TO BE P£RFORM£D UNTIL THE PROPERTY OWNER'S PERMISSION HAS BE£N OBTAINED AND A VALID GRADING P£RM/T HAS BffN ISSUED. 8. NO REVISIONS WIU. BE MADE TO THESE PLANS WITHOUT THE WR!TTfN APPROVAL OF TH£ CITY £NG/NEER, NOT£D WITHIN THE R£V/SION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE Tl7LE SH££T. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON B£/NG SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REV/S£D TO R£FL£CT AS-BU/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEH/CL£S SHALL 8£ MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EAS£M£NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SH££TS AND (C) COMPACTION CURV£S, SHALL BE SUBMITTED BY A PROF£SSIONAL £NGIN£ER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLl£D SOILS M£CHANICS. THE SOILS REPORT WIU. 8£ SUBMITTfD TO THE CITY £NG/N£ERING /NSP£CTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TfSTS. IJ. A SOILS COMPACTION R£PORT AND COMPLIANCE VER/FICA TION REGARDING ADHER[NCE TO R£COMM£NDA TIONS OU7LIN£D IN THE SOILS REPORT IS R£QUIRED PRIOR TO THE ISSUANCE OF A BUILDING P£RMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE D/R£CTION OF A PROFESSIONAL £NGIN££R OF THE ST.IT£ OF CALIFORNIA PRINCIPALLY DOING BUSIN£SS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCT£D IN ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIF/CA 110NS AND THE • EARTHWORK SPECIFICATIONS • ATTACH£D TO THE PRELIMINARY SOILS INV£STIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITT£D TO THE PRO.If.CT INSPECTOR. 14. A PRITONSTRUCDDN MffDNG SHAii BE Hfl D AT THE S17F PRIOR TO THE RFG/NNING Of WORK AND SHAii Rf ATlfNQFD BY All RfPRfSFNTAil\/fS RESPONSIBLE FOR CONSTRUCTION. INSP£CTION, SUPERVISION. TfSTING AND ALL OTHER ASPfCTS Of THE WORK THE CONTRACTOR SHALL R£QUEST A PR£CONSTRUCTION MEETING BY CALLING THE INSP£CTION LINE AT {76D) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STAR11NG CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJfCT INSP£CTOR TO COORDINAT£ A DAT£ AND TIME FOR THE PRECONSTRUCTION M££TING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT WILL BE PROVIDED BY THE PROJ£CT INSPECTOR AT THE M££11NG. 15. All IN5PfCDON REQUESTS OTHER lliAN FOR PRITDNSTRUCDON MITDNG \!111 & MADE BY CAl I ING THE fNGIN[ffilNG 24 HOUR IN5PfC11QN lll])IJfST I INF AT f760) 438-3821 INSPfCDON REOUE:ST MUST Bf RIT[IV£D PRIOR TO 2: 00 PM ON THE DAY BEFORE THE INSPECTION IS NEED£D. INSPECTIONS WIU. BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FUU. WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE D£VELOP£R AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AU. SAF£TY DEVICES, INCLUDING SHORING, AND SHAU. BE SOLELY R£SPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND F'ED£RAL SAF£TY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO UBOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY £NG/NEER AND/OR CONCERN£D AGENCY SHOWING THE D£S/GN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING TH£ EXCAVATION OF SUCH TR£NCH OR TR£NCH£S OR DURING THE PIPE INSTALLATION TH£RE/N. THIS PLAN MUST BE PREPAR£D FOR ALL TRENCH£$ FIi/£ F££T (5? OR MORE IN DEPTH AND APPR0\/£0 BY THE CITY ENG/N£ER AND/OR CONCERN£D AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARI[$ FROM llif SHORING SYSJFI.I STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. T/7LE 8 CALIFORNIA ADMINISTRA Tl\/£ CODE. THE PLAN SHALL BE PREPARED BY A REGISlERED fNGINfffl AT TH£ CONTRACTORS EXPENSE, A COPY OF THE OSHA £XCAVA TION P£RMIT MUST BE SUBMITT£D TO THE INSPECTOR PRIOR TO £XCAVATION. 18. NO BLASTING SHAU. BE PERFORMED UNTIL A VALID BLASTING P£RMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAS11NG PERMIT !\£LL IN ADVANCE OF THE SCH£DULING OF BLASTING OPERATIONS. 19. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS SHALL BE "ST£NCILED" TO PROHIBIT ILLICIT DISCHARGES DOWNSTREAM. STENCILS SHALL BE PROVIDED TO THE SATISFACTION OF THE CITY ENGINEER. 20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT TH£R£TO, INCLUDING WARMING UP, REPAIR, ARRIVAi.., DEPARTURE OR OP£RA TION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION £QUIPM£NT AND ANY OTH£R ASSOC/A TED GRADING EQUIPMENT SHAU. BE: LIM/TfD TO THE PERIOD 8£TWE£N 7: 00 A.M. AND SUNSET EACH DA'(, MONDAY THRU FRIDAY AND NO E:ARTHMOV/NG DR GRADING OPERATIONS SHALL BE CONDUCT£D ON WE£K£NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE £NGIN££RING DEPARTMENT COUNTER) 21. ALL OFF SIT£ HAUL ROUT£S SHALL BE SUBMJTJFD BY TH[ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BfGJNNING OF WORK. 22. IMPORT MA TfR/AL SHALL BE OBTAINED FROM, AND WASTE MAIER/AL SHALL BE D£POSIT£D Ar, A SIT£ APPROV£D BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RfSPONSIBL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION, 2J. BRUSH SHALL BE R£MOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE R£MOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. AU. AREAS SHALL BE GRADED TO DRAIN. GRADING R£SUL TING IN THE PONDING OF WAT£R IS NOT PERMITTED. AU. EARTHrN SWALES AND DITCH£S SHALL HAI/£ A MINIMUM ONE PERCENT SLOPE. 25, TH£SE PLANS ARE SUBJ£CT TO A SIGNED AND APPROV£D SET OF EROSION CONTROL PLANS. EROSION CONTROL SHAU. BE AS SHOWN AND AS APPROVED BY THE CITY £NG/N££R OR AS DIRECT£D BY THE PROJfCT INSPECTOR. 26. AU. SLOP£S SHALL BE TRIMM£D TO A FINISH GRADE TO PRODUCE: A UNIFORM SURFACE AND CROSS S£CT/ON. THE SITE SHAU. BE LEFT IN A NEAT AND ORDERLY CONDITION. AU. STONES, ROOTS OR OTH£R D£8RIS SHALL BE REMOVED AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY £NG/N££R, 27. AU. SLOPES SHALL 8£ /RR/GA TfD, STABILIZED, PLANT£D AND/OR HYDROS££D£D .; WITHIN TEN (10) DAYS OF THE TIME WH£N EACH SLOPE IS BROUGHT TO GRAD£ ;;: AS SHOWN ON THE APPROV£D GRADING PLANS. o 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED 29. THE OWN£R/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHAU. COORDINATE THE WORK OF TH£SE GRADING PLANS WITH THAT SHOWN ON BOTH THE UNDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THI!: LANDSCAPE MANUAL 11ME R£QU/R£M£NTS. JO. WHERE AN £XISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOV£D WITHIN TI\ENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACT£D SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVE:D AS APPROVED BY THE CITY £NG/N££R. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABO',£ GROUND AND UNDER GROUND ) WITHIN TH£ PROJ£CT SIT£ SUFF/C/£N1L Y AHEAD OF GRADING TO P£RMIT THI: REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TH[ PROPOSED WORK. 32. THE CONTRACTOR SHALL N011FY AFF£CT£D UTILITY COMPANIES (S££ BELOW) AT L£AST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR TH£1R FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY R£PR£S£NTATIV£. UNDt;RGROUND SERVICE ALERT (8001422-4133 SDG&f (BOO 660-7343 PACIFIC Bru (800 892-012J TIM£ WARNER CABLE (760 438-7741 COX COMMUNICATIONS (760 806-9809 CITY OF CARLSBAD(STREETS ,t STORM DRAIN) (760 434-2980 "CITY OF CARLSBAD(S£1\£R, WATER & RECLAIMED WA TfR) (760 438-2722 'SAN DIEGU/TO WA TfR DISTRICT ~760 63J-2650 'LEUCADIA WASTEWATER DISTRICT 760 753-0155 'VALL£C/TOS WATER DISTRICT 760 744-0460 'OL/VENHAIN WA TfR DISTRICT (760 75J-6466 'BU£NA SAN/TA TION DISTRICT (760 725-1340 'AS APPROPR/A T£ 33. PERMIT COMPLIANCE: REQUIREMENTS: A. FOR CONTROLLED GRA -TH£ APPLICANT HIRES A CIVIL £NGIN££R. SOILS ENGINEER, AND OR GEOLOGIST TO GIi/£ TECHNICAL ADVICE, 08SERV£ AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOU.OWING R£PORTS MUST BE SUBMITT£D TO TH£ CITY ENGINEER VIA THE PROJ£CT INSPECTOR J/5.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING . ENGINEER STATING ALL GRADING I~ COMPLET£, ALL £ROS/ON CONTROL, SLOP£ PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE L£TT£R FR/)M CITY £NGIN£ERING D£PARTM£NT). (2) AS-BUILT. GRADING PLAN. (3) R£PORT FROM THE SOILS [NGIN££R, WHICH INCLUDES R£COMM£ND£D SOIL BEARING CAPACITIES, A STAT£M£NT AS TO THE EXPANS/1/£ QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TfSTS. THE R£PORT SHAU. ALSO INCLUDE A STA TfMENT BY THE SOILS ENGIN££R THAT THE GRADING WAS DONE IN ACCORDANCE: WITH THE R£QUIR£MENTS AND R[COMMENDA TIONS OU1LJNED IN THE PRELIMINARY SOILS R£PORT AND ANY SUPPL£MENTS TH£R£TO. (4) REPORT WITH AS-BUILT G£0LOGIC PLAN, IF R£QU/R£D BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO BE RESUBMITTfD FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH R£CHECK. 35. /HE SOILS REPORT Tl7LED GEOJFCHNICAL EVALUATION PREPAR£D BY NIN)'.O & MOORf, FART I DA7FD APRn. 2013 & PART II DA7FD MAY. 20/J SHALL BE CONSIDER£!) AS A PART OF THIS GRADING PLAN. ALL (;RAD/NG SHALL BE DONE IN ACCORDANCE: WITH THE R£COMM£NDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS R£PORT. "DECLARATION OF RESPONSIBLE CHARGE" I HER£8Y DECLAR! THAT I AM THE ENGINEER OF WORK FOR THIS PROJ£CT, THAT I HA V£ EXERCISED RESPONSIBLE CHARGE: OV£R TH£ DESIGN OF TH£ PROJ£CT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROF£SSIONS CODE, AND /HAT THE DESIGN IS CONSISTfNT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CH£CK OF PROJECT DRAWINGS AND SPECIFICATIONS er THE: CITY OF CARLSBAD DO£S NOT REL/£VE ME, AS ENGINEER OF WORK, OF MY R£SPONSIBIL/Tl£S FOR PROJ£CT DESIGN. FIRM: ARCADIS-US INC: ADDRESS: BODI IRVINE CENT£R DRIVE. SU/IE 1/QQ CITY, STA TE: /RV/NE CA 92618 TELEPHONE: 949-450-7948 BY: STfVEN SCHOCK DAT£: D£CEMBER. 2013 (NAM£ OF ENGINEER) R.C.£. N0.:.~5"-'1""82...__ ___________ _ REGISTRATION £XPIRA TION DA TE: _----'-06'-'-/.-'-J'-'-0;'.-=20-'-'1-'-4 __ _ OWNER'S CERTIFICATE I ( Vi,£ ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR G£0LOGIST HAS BEEN OR WILL S£ RETA/NED TO SUPE;RVISI!: OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF ~ ~ /~.7/:?q:, THIS SITE, O_, ~ - SOILS ENGINEER'S CERTIFICATE I, JE:FFREY KENT, A REG/STER£D GE:OTECHNICAL ENGIN££R OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING SUS/NESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY Ct:RTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE: BY ME: OR UNDER MY DIRECTION 8£Tl\££N THE DA TES OF _______ , 20_ AND _______ , 2D __ • TWQ COPIES OF THE: SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS 8£EN SUBMITTED TO THE: OFFICE QF THE CITY ENGINEER. SIGN£0: #6,-r. .kt . Pl: 'bl '1-l ~,,.~v r R.C.[. NO.: DATE: LICENSE £XPIRAT/ON DATE: __ .,...._;(,::..:f'--'~=-</,..,_f ... 'f __ _ SOURCE OF TOPOGRAPHY No.66143 Exp.(,/, CM\. §i BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TfD BY AERIAL SURV£Y METHODS l'] THIS PROJ£CT, DRAWING NO. 464-31 ,AND/OR AS D!RECT£D BY TH£ CITY FROM INFORMATION GATHERED ON SEPTEMBER 2009 AND OCTOBER 2012 1 £NG/NEER DR PLANNING DIRECTOR. BY INLAND Affi/AL SIJR\1£YS INC. AND BHA INC, EROSION CONTROL NOTES I. IN CASE £M£RG£NCY WORK JS R£QUJR£D, CONTACT 562 405 4-225 ALLEN GE'RSHE'RSON C9SP) AT 2. £QUIPM£NT AND WORKERS FOR £M£RG£NCY WORK SHAU. BE MADE AVAILABLE AT ALL TIM£S DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHAU. BE STOCKPIL£D ON SITE AT CONVEN/£NT LOCATIONS TO FACIL/TAT£ RAPID CONSTRUCTION OF TfMPORARY D£v1C£S WHEN R,AIN IS EMINENT. J, DEVIC£S SHOWN ON PLANS SHAU. NOT BE MOVED OR MOD/F/£0 WI/HOUT THE APPROVAL OF THE £NGIN££RING INSPECTOR. 4. /HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORK/NG ORDER TO THE SATISFACTION OF /HE CITY ENGINEER AFT£R EACH RUN-OFF PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE R£QU/R£D BY THE CITY ENGINEER DUE TO UNCOMPLET£D GRADING OPERATIONS OR UNFOR£S££N CIRCUMSTANCES WHICH MAY ARISE. 8. THE CONTRACTOR SHAU. 8£ RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREV£NT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7, ALL EROS/ON CONTROL M£ASUR£S PROVIDED P£R THE APPR0\1£0 GRADING PLAN SHALL 8£ INCORPORATED HER£0N. 8. GRADED AREAS AROUND THE PROJECT PERIMET£R MUST DRAIN AWAY FROM TH£ FACE OF SLOP! AT TH£ CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECT/>£ DEV/C£S SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PR08ABILITY FOR£CAST EXCEEDS FORTY PERCENT (40?:). SILT AND OTHER OCBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAV£L BAGS SHAU. BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR£GRATE. 11. SHOULD G£RMINA TION OF HYDROSE£D£D SLOP£S FAIL TO PROVIDE £FF£CTl\1£ COVERAGE OF GRADED SLOP£S (90/f COVERAGE) PRIOR TO NOVEMBER 15, THE SLOP£S SHAU. BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 110N, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION DURING CONSTRUCTION EROSION CONTROL SHAU. BE INSTALLED AND MAINTAINED PER THE PROJ£CT STORMWAT£R POLLUTION PLAN AMENDMENT I (SW 12-528). ' / WATER NOTES I. D£V£LOPER SHAU. FURNISH AND INSTALL A 4• M£T£R ABOVE GROUND WITH A 5/8" BY-PASS METER ON AVENIDA £NCINAS TO SER',£ THIS PROJ£CT. COORDINATE WITH CMWD STAFF REGARDING INSTALLATION OF METER. WATER METER SHALL BE BADGER MET£R R£CORDALL COMPOUND S£R/£S M£T£R. 2. DEV£LOP£R SHALL PAY FOR SDCWA CAPACITY CHARGES AND CITY CONN£CTION FE£S IN ACCORDANCE WITH THE APPROVED FE£ SCHEDULE, BASfD ON THE METER SIZE. SINCE DEVELOPER WILL SUPPLY METER, THE CITY METE~ FE£ SHAU. NOT APPLY. 3. S£E D£SALINA TION LIN[ DWG 478-5F (PKG 5) FOR OFFS/TE WA TfR PLANS AND DETAILS. POTABLE WATER SERVICE: (990 GPM) 2• PVC 14J LF 2.5" PVC p_O LF 4• PVC 1 QB2 LF 6" PVC I liQJ LF 8" PVC 2302 LF 10" PVC LF 12" PVC ! 1B~ LF BENCH MARK DESCRIPTION: NO. 57 •cLSB-057" . LOCATION: S. W. CORNER OF A VEN/DA £NCINAS AND CANNON ROAD RECORDED: ROS 17271 ELEVATION: 44. 01 MSL DA TUM: N. G. V.lt 29 REFERENCE DRAWINGS • DEMOLITION PLANS • DWG 46J-6C: ROUGH GRADING • WA TfR LINE CONSTRUCTION PLANS • DESALINATION LINE DWG 478-5F (PKG 5) EARTHWORK gUANTITIES CUT: 65248 CY FILL: 59 621 CY IMPORT: 0 CY EXPORT: 5627 CY R£M£0/AL: 0 CY NOT£: £AR1HWORK QUANTITl£S FOR WA T£RLINE CONSTRUCTION OF THE D£SAL/NA TION LINE DWG 478-5F (PKG 5) NOT INCLUDED. CITY or OCEANSIDE 75 PACIFIC OCEAN CITY or ENCINITAS 50 MGD Seawater Desalination Project VICINITY MAP SITE LOCATION MAP CITY Of VISTA WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS, R£MEOIAL GRADING, ORA/NAG£ FACILITIES, EROSION CONTROL FACILITl£S, AND PLANTING OF P£RMAN£NT LANDSCAPING AND PR£PARA110N OF AS-BUILT GRADING PLANS, AS-BU/LT GfDLOGIC MAPS AND R£PORTS, ALL AS SHOWN OR R£QU/R£D ON THIS SET OF PLANS AND THE CITY STANDARDS, SP£C/FICA TIONS, REQU/R£M£NTS, R£SOLUTIONS AND ORDINANCES CIT£D ON TH£SE PLANS. THE GRADING WORK SHALL BE P£RFORMED IN ACCORDANCE WITH Tl,£ FOLLOWING DOCUMENTS, CURRENT AT THE TIM£ OF CONSTRUCTION, AS DIRECT£D BY THE CITY ENG/N££R. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD £NG/NEERING STANDARDS J. THIS SET OF PLANS 4. PLANNING COMMISSION R£SOLUTION NO. 6632 AND 6635 DA TED AUGUST 1g_ 2009 5. N/A 6. SOILS R£PORT AND RECOMMENDATIONS BY NINYO & MOORE PART I DAT£D APRIL 201J & PART II DAT£DAL1!,: 201J. 7. N/A 8. CALIFORNIA COASTAL COMMISSION DEV£LOPMENT PERMIT CONDITIONS DA TED NOVEMBER J. 2009 9. £NV/RONMENTAL APPROVAL DOCUMENTS DA TfD JUNE 13, 2006, AND S£PT£MB£R 15, 2009 (CITY COUNCIL RESOLUTIONS 2006-158 AND 2009-2J3) INCLUDING THE MITIGATION MONITORING AND R£PORTING PROGRAM. 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY DANIEL Lff. ARCADIS DATfD APRIL 20/J (SW 12 528) WDID NO. 9 37CJ56475 11. STORM WA TfR MANAGEMENT PLAN PR£PAR£D BY DANIEL LEE. ARCADIS DATED NOVEMBER 201J (SWMP 12-22) 12. CALIFORNIA STORM WA TfR QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SIT£ BMP MANUAL IJ. THE MARCH 22, 201J LETT£R PREPARED BY THE SAN Dl£GO NATURAL HISTORY MUSEUM TO ADDRESS PALEONTOLOG/CAL RESOURCES THAT MAY BE PRESENT AT THE CARLSBAD PLANT. 14. THE ARCHEOLOG/CAL MONITORING AND UNANTICIPATED DISCOVERY TREATMENT PLAN FOR THE POSEIDON DESALINATION PROJECT, CITY OF CARLSBAD, SAN DIEGO COUNTY CALIFORNIA, DA TfD MARCH 201J AND PREPARED BY DUDEK (MICAH J. HALE, PHO, RDA). PROJECT LOCATION THIS PROJECT 15 LOCA T£D WITHIN ASSESSORS PARCEL NUMB£R(S) 210 010 04J TH£ CALIFORNIA COORD/NA T£ INDEX OF THIS PROJ£CT IS: N 1993994.5 E 62Jo74g_5 LEGAL DESCRIPTION: (LEASE AREA) A PORTION OF PARCEL 4 OF CERT/FICA TE OF COMPLIANCE:. R£CORD£D AS DOCUM£NT. NO 2001-0789068 OCT. 30, 2001 RECORD OF SURV£Y NO. 17350, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO. PROPERTY OWNER: NRG DEVELOPER: POSEIDON RESOURCES PARKING TABLE I PARKING SPACE REQUIRED ADA PROVIDED ADA I BIKE PARKING I COMPACT I CLEAN AIR SPACE PARKING SPACE PARKING SPACE DESAL PLANT PARKING 23 1 2 2 0 1 IPS PARKING 24 0 0 0 8 0 REQUIRED TREATMENT CONTROL BMP TABLE TREATMENT CONTROL BMP BMP TYPE OWNERSHIP PER CASQA PERVIOUS PAVEMENT A SD-20 PRIVATE PERVIOUS PAVEMENT B SD-20 PRIVATE VEGETATED SWALE A TC-30 PRIVATE VEGETATED SWALE B TC-30 PRIVATE VEGETATED SWALE D TC-30 PRIVATE DRAIN INSERTS MP-52 PRIVATE DRAIN INSERTS MP-52 PRIVATE CITY OF CARLSBAD FIRE DEPARTMENT R[QUIR[M[NTS NO. OF F.H.(S) ..L._ F.FLOW 1000 G.P.M. OUT OF ...± F.H.(S). Q, BLDG. SPRINKLED ~NO ... F.FLOW 4000 G.P.M. TIRE DESCRIPTION SHEET NUMBER 6,089 SF AREA; 1,624 CF STORAGE 8 3,306 SF AREA; 882 CF STORAGE 12 3,726 SF AREA; 17. SLOPE; 2 FT BOTTOM; 2 TO 1 SLOPE; 12 IN DEPTH 8 & 9 2,932 SF AREA; 17. SLOPE; 2 FT BOTTOM; 2 TO 1 SLOPE; 14 IN DEPTH 12 177 LF LENGTH; 37. SLOPE; 0 FT BOTTOM; 3 TO 1 SLOPE; 6 IN DEPTH 9 & 10 BIOCLEAN HIGH CAPACITY CURB INLET BASKET WITH SHELF SYSTEM 23 BIOCLEAN GRATE INLET SKIMMER BOX 36"X36"X25" 22 & 23 "AS BU IL T" RCE __ _ EXP ____ _ REVIEWED BY: INSPECTOR DRAWING NUMBER C-100 COVER SHEET DATE DATE ~ z ! " 0 1--:::i: 0::: w a. 0 <( Ill (/) ..J " <( 0 u.. 0 ~ -0 ~ CITY OF CARLSBAD 1---1-----+------------------+---+---l------+-----1 L_1_j ENGINEERING DEPARTMENT 1----1----1------------------1----+---+----+-----l ~ LRJ GRADING PLANS FOR: CARISBAD DESALINATION PROJECT "' TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ~ ~ l ENGIN EXPIRES 3 31 15 114tf1 i3 ::i DWN BY: 5.PEOROZA PROJECT NO. DRAWING NO. g, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN ~ L...,.. ___________________________________________________________ ...:_ ___________________________ ..!J.,:Z.:,:·1,$'-;;;•tr.,!J~-.Jl:EN'.:G::IN:EE:'.R'..:o:'.'.F_w:o:RK1_ ___ R_::E:_V:_:l.:,S:_:IO.::_N.:.._:D:_:E:_:S:_:C.::_R.::_IP __ T __ l_::O_N ______ J.:o:'.'.TH:E~R.:,A::;:PP:'.:R:'.:.DV::'.:A~LJ__::ci~TY:_:AP::P:Ro::_:v:AL~.;R;;;V;;;W;;;D;;;;;;BY;;;:;;;J;;;.P;;;;R1;;;;0R::;:~;:::;:::R:;;P;:0:;;5:;;-::1::2::A;:::;::::..:;::4:;;6:;;3:;;-::6::D::::~ "' 0 I u -□ ~ □ ~ "' " .. '" 5 " ' st ' N ~ u ·c • ~ □ "' <' • □ m 2 □ 0 □ -n: . OJ st " w E ,= '" 0 N ' '" ' N 0 -□ 0 ~ ~ 0 1/1 --0 0 u 1/1 ~ 0 oci 0 I 0. :, I :J I u I 0 0 " ;;- ~ > u / I" '" '" I 1/1 / " 0 0 • '° " -, / ~ 0 "' 0. / 0 <( u <( / -0 G'. 0 0 :, V, u z I 1/1 :, <( u • Q_ V, z '" "' OJ "' C ., • :, LEGEND DESCRIPTION EXISTING BUILDINGS, STRUCTURES, ETC. PROPOSED BUILDING, STRUCTURES ETC. PROPOSED UNDERGROUND STRUCTURE GRADE BREAK LIMITS OF GRADING EASEMENT LINE RR ROW EXISTING PIPE OR UTILITY TO BE ABANDONED EXISTING PIPE OR UTILITY TO BE DEMOLISHED EXISTING WATER LINE EXISTING UTILITY POLE EXISTING LIGHT POLE STORM ON GRADE DRAIN INLET STORM CURB DRAIN INLET CAPPED OR PLUGGED PIPE STORM DRAIN MANHOLE PER CITY OF CARLSBAD STANDARD DRAWING S-1 WASTE WATER MANHOLE PER CITY OF CARLSBAD STANDARD DRAWING S-1 JUNCTION BOX ELECTRICAL HANDHOLE EXISTING PRIVATE, FIRE HYDRANT PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD W-12 PROPOSED PRIVATE WATER VALVE AND BOX PER CMWD STANDARD DRAWINGS W-13 AND W-16 PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE 6" VERTICAL CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-2 6" VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1 CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-12 4• ROLL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-4A, TYPE A , DEPRESSED CURB CURB TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING G-4B PAVEMENT PER GEOTECHNICAL REPORT -TRAFFIC INDEX 7.0; THICKNESS=4" AC AND 13" ABC -ALL ON-SITE ROADS PAVEMENT PER SAN DIEGO REGIONAL STANDARD DRAWING G-19; THICKNESS=4"' AC AND 4" ABC -PARKING CONCRETE SIDEWALK PER SAN DIEGO REGIONAL STANDARD DETAIL G-7 6" REINFORCED PORTLAND CEMENT PAD PROPOSED PERVIOUS PAVEMENT SCREEN WALL EXISTING SPLIT FACE MESA BLOCK RETAINING WALL PER DWG 463-6C ADA PARKING SIGN PER SAN DIEGO REGIONAL STANDARD DRAWING M-27A WHEEL STOP CABLE RAILING PER CALTRANS REVISED STANDARD PLAN B11-47 BOLLARD 6" VERTICAL ASPHALT CURB STATION FLOW ARROW TRASH ENCLOSURE PER CITY OF CARLSBAD DETAIL GS-16 EXISTING CHAIN LINK FENCE EXISTING HIGH PRESURE GAS LINE EXISTING UNDERGROUND ELECTRIC LINE 4"X6"X6" WYE PER CITY OF CARLSBAD STANDARD DETAIL S-7 4"XB"XB" WYE PER CITY OF CARLSBAD STANDARD DETAIL S-7 6"XB"XB" WYE PER CITY OF CARLSBAD STANDARD DETAIL S-7 6"X6"X6" WYE PER CITY OF CARLSBAD STANDARD DETAIL S-7 4"X4''X4" WYE PER CITY OF CARLSBAD STANDARD DETAIL S-7 DOUBLE DETECTION CHECK VALVE PER CITY OF CARLSBAD Si ANDA RD DETAIL W-22 PROPOSED PRIVATE WATER LINE PROPOSED PRIVATE FIRE LINE 8" PROPOSED PRIVATE FIRE LINE 10" I CLEANOUT PER CITY OF CARLSBAD STANDARD DRAWING S-6 ' REDUCER PROPOSED PRIVATE STORM DRAIN PIPE 18" (PVC, SOR 35 PS 46, D-60) PROPOSED PRIVATE STORM DRAIN PIPE 24" (PVC, SDR 35 PS 46, D-60) METAL BEAM GUARDRAIL - SYMBOL QUANTITY UNITS --- · XXX.XX,'O<X- // /// // //- .:.---·w--- cl □ = ---i 0 0 l) E''H D ,1 0-0: • -108-- • SEE CONST. NOTE PER PLAN SEE CONST. NOTE PER PLAN SEE CONST. NOTE PER PLAN T . • 12+00 1 11 (, ---w--- -F/1.. - -F/1.. - ----~--==---= ------ -- -- -- -- -- -- -- -- -- -- -- -- 2 1 -- 4 4 -- -- -- 8 10 -- -- -- 2,164 1,838 170 32 675 g 64,700 12,295 1,474 4,342 9,238 -- . SEE DWG 463-6C 2 37 221 14 1,236 -- -- 1 -- -- -- 1 B 1 2 6 2 SEE COVER SHEET SEE COVER SHEET SEE COVER SHEET -- -- -- -- -- ---- -- -- -- -- -- EA EA -- EA EA -- -- -- EA EA -- -- -- LF LF SF LF LF EA SF SF SF SF SF LF EA EA LF EA LF -- -- EA -- -- -- EA EA EA EA EA EA 8 EA 5 608 69 135 EA LF LF LF LINE SERVICE CODES BBW BACKISH BRINE WATER BR BRINE DR DRAIN F/L FIRE LINE MW MUNICIPAL WATER PRW PRIVATE WATER PW PRODUCT WATER SD STORM DRAIN SW SEA WATER ws WATER SERVICE WW WASTE WATER LINE CLASS CODES GRP/FRP GLASS-REINFORCED PLASTIC HDPE HIGH DENSITY POL YEm'ILENE PP PERFORATED PIPE PVC POLYVINYL CHLORIDE CPVC CHLORINATED POLYVIN'll CHLORIDE ABBREVIATIONS /\ A/E A ABAN ABBRV ABC ADA ADDL ADMIN AFC AFF AFG AFR AFS ALT ALUM AMT ANR ANSI APPD APPROX ARCH ASPH ASTh4 ASYM AUTO AUX AVG AWWA B B/ B/B BC BORY BF BFP BLDG BLK BM BO BOF BOW BOT BP BRG BSMT BTWN C C/C C & G CANTIL CAT CB ccw CFM Cl CIP CJ CFM CFH CGF CL CLR CMWD CMU co COL CONC COND CONN CONST CONT CPLG CSK CTR cu cw CYL AND AT ARCHITECT/ENGINEER ARCHITECTURE ABANDONED ABBREVIATION AGGREGATE BASE COURSE AMERICAN DISABILITIES ACT ADDITIONAL ADMINISTRATION ABOVE FINISHED CONCRETE ABOVE FINISH FLOOR ABOVE FINISHED GRADE ABOVE FINISHED ROOF ABOVE FINISHED SLAB ALTERNATE ALUMINUM AMOUNT ANCHOR AMERICAN NATIONAL STANDARDS INSTITUTE APPROVED APPROXIMATE ARCHITECT ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS ASYMMETRICAL AUTOMATIC AUXILIARY' AVERAGE AMERICAN WATER WORKS ASSOCIATION BOTTOM OF BACK TO BACK BACK OF CURB BOUNDARY BOm FACES BACK FLOW PREVENTER BUILDING BLOCK BENCHMARK BLOWOFF BOTTOM OF FOOTING BOTTOM OF WALL BOTTOM . BASE PLATE BEARING BASEMENT BETWEEN CENTER TO CENTER CURB AND GUTTER CANTILEVER CATALOG CATCH BASIN COUNTERCLOCKWISE CUBIC FEET PER MINUTE CURB INLET CAST IN PLACE CONSTRUCTION JOINT, CONTROL JOINT CUBIC FEET PER MINUTE CUBIC FEET PER HOUR CONTROL DENSITY FILL CENTER LINE CLEAR CARLSBAD MUNICIPAL WATER DISTRICT CONCRETE MASONRY UNIT CLEANOUT COLUMN CONCRETE CONDITION CONNECTION CONSTRUCTION CONTINUOUS COUPLING COUNTER SUNK CENTER CUBIC CLOCKWISE CYLINDER D D DAT dB DBL DEG DEMO DEPT DET DI DIA DIAG DIFF DIM DISCH DIST DIV DMH DN DWG E E EA EC ECC EE EF EHH EJ EL ELEC EMBD EMBED EMER EMH ENCL ENGR EOP EQ EQUIP ES ESMT EW EXIST F FB F/C F/F FON FG FH FIN FF F/L FL FLEX FLG FLR FP FPM FS FT FTG F1V FUT G G GAL GALV GB GC GEN GPD GPH GPM GR GRND GRP GRTG DEPm DATUM DECIBELS DOUBLE DEGREE DEMOLITION DEPARTMENT DETAIL DROP INLET DIAMETER DIAGRAM, DIAGONAL DIFFERENTIAL, DIFFUSER DIMENSION DISCHARGE DISTANCE DIVISION, DIVIDE DROP MANHOLE DOWN DRAWING EAST EACH EDGE OF CURB ECCENTRIC EACH END EACH FACE ELECTRICAL HANDHOLE EXPANSION JOINT ELEVATION ELECTRICAL EMBEDDED EMBEDMENT EMERGENCY ELECTRICAL MANHOLE ' ENCLOSURE ENGINEER EDGE OF PAVEMENT EQUAL EQUIPMENT EACH SIDE EASEMENT EACH WAY EXISTING FIELD INLET BASIN FACE OF CURB FACE TO FACE FOUNDATION • FINISHED GRADE FIRE HYDRANT FINISH FINISHED FLOOR FIRE LINE FLOW LINE FLEXIBLE FLANGE FLOOR FIRE PROTECTIO~ FEET PER MINUT!c FAR SIDE FOOT, FEET FOOTING , FIELD TO VERIFY FUTURE GAS, GUTTER GALLON GALVANIZED GRADE BREAK GENERAL CONTRACTOR GENERAL GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE GRADE GROUND GLASS REINFORCED PIPE GRATING H HB HDR HH HORIZ HP HPG HT I ID IF IN INCL INSTL INV INV EL J JT L LF LIN LLC LONG LP M MAX MECH MFR MGD MH MID MIN MISC MJ MPH MULT MUTCD N N NF NO NS NTS NRG 0 0/0 oc OD OF OVFL p p PC PCF PCP PERIM PERM PERP Pl PL, t le pp PRESS PS CONC PT PVI PVMT PVT Q QTY HOSE BIB HEADER HAND HOLE HORIZONTAL HIGH POINT HIGH PRESSURE GAS HEIGHT INSIDE DIAMETER INSIDE FACE INCH INCLUDED INSTALL INVERT INVERT ELEVATION JOINT LINEAR FOOT LINEAR LEASED LINE CORNER LONGITUDINAL LOW POINT MAXIMUM MECHANICAL MANUFACTURER MILLION GALLONS PER DAY MANHOLE MIDDLE MINIMUM, MINUTE MISCELLANEOUS MECHANICAL JOINT MILES PER HOUR MULTIPLE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NORTH NEAR FACE NUMBER NEAR SIDE NOT TO SCALE NRG ENERGY OUT TO OUT ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OVERFLOW PAVEMENT ELEVATION POINT OF CURVE, PRECAST CONCRETE POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER PERIMETER PERMANENT PERPENDICULAR POINT OF INTERSECTION PROPERTY LINE, PLATE PREVIOUS PAVEMENT PRESSURE PRESTRESSED CONCRETE POINT OF TANGENCY POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENCY QUANTITY R R RAD RC RD RDC REBAR RED RO ROW RPBP RR s s SCH SD SECT SF SHT SPEC SQ SQ FT SQ IN SQ YD ss ST STA STD STIF STL STRUCT SW T T/ TAN TB-XX TC TD TMH TOC, TC TOF TOP TOPO TOS TOW TSP TYP u UG UGND UP UTIL V VAC VAR VB vc VERT VOL w w W/ W/0 W/W WD WLD WM WV WWF WWM y YD RADIUS RADIAN REINFORCED CONCRETE ROAD REDUCER REINFORCING STEEL BARS REDUCER REVERSE OSMOSIS RIGHT OF WAY REDUCED PRESSURE BACKFLOW PREVENTER RAILROAD SOUTH SCHEDULE STORM DRAIN SECTION SQUARE FOOT SHEET SPECIFICATION SQUARE SQUARE FOOT SQUARE INCH SQUARE YARD STAINLESS STEEL STREET, STAIR STATION STANDARD STIFFENER STEEL STRUCTURAL SIDEWALK TOP OF TANGENT TEST BORING-XX (E.G. TB-1) TOP OF CURB TRENCH DRAIN TOP OF MANHOLE TOP OF CONCRETE, TOP OF CURB TOP OF FOOTING TOP OF PAVEMENT, TOP OF PARAPET TOPOGRAPHY TOP OF STEEL, TOP OF SLAB TOP OF WALL TOP OF STABILIZING PAD TYPICAL UNDERGROUND UNDERGROUND UTILITY POLE UTILITY VACUUM VARIES VALVE BOX VERTICAL CURVE VERTICAL VOLUME WEST WITH WITHOUT WALL TO WALL WIDTH WELDED WATER METER WATER VALVE WELDED WIRE FABRIC WELDED WIRE MESH YARD Cl) <!) z ! C 1--~------------~------------------~------------------------------------~ LEGEND (CONT.) DESCRIPTION PROPOSED PRIVATE WASTE WATER LINE 2" (PVC, SOR 35 PS 46} PROPOSED PRIVATE WASTE WATER LINE 4" (PVC, SOR 35 PS 46} PROPOSED PRIVATE WASTE WATER FORCEMAIN 4" (PVC, SCHEDULE 80) PROPOSED PRIVATE WASTE WATER LINE 6" (PVC, SOR 35 PS 46) PROPOSED PRIVATE WASTE WATER LINE B" (PVC, SOR 35 PS 46} SWALE (FLOW LINE} RIP RAP (D50 = 0.7 FT PLACED 2.1' THICK) PROPOSED PRIVATE STORM DRAIN CULVERT 96" (RCP) PROPOSED 48" HDPE UNDERGROUND STORAGE PIPE PROPOSED 60" HOPE UNDERGROUND STORAGE PIPE SYMBOL tb?'ibo'---8 ,---7 L_-=__J ,---7 I L ___ J ,---7 L ___ J QUANTITY 1048 536 313 178 631 -- 64 46 190 190 SECTION AND DETAIL UNITS SECTION/DETAIL LF LF LF 1 ~ SECTION/DETAIL SECTION LF D 1;2· 1' LF --- SY SHEET SECTION/DETAIL LF DRAWING NUMBER C-108 GENERAL LEGEND, SYMBOLS AND ABBREVIATIONS IX w a.. C ~ ~ IX <( 0 u. 0 ~ -0 LF rsBm7 CITY OF CARLSBAD ~ l---l---l----------------+--+---l----l---l l.£_J ENGINEERING DEPARTMENT LJZ._J 1---1----+----------------+---+----il----+---l GRADING PLANS FOR: SCALE AS INDICATED ~~~:~ ~ POSEIDON WATER,~ ARCADI "AS BUILT" CARLSBAD DESALINATION PROJECT 11 WARNING D IF THIS BAR DOES NOT MEASURE I" THEN DRA'MNG JS NOT TO SCALE DATE DECEMBER 2013 FILENAME 13□0-C-LI-MP-108 ~ '° N 1trz 'I' ! 1-------------------+----'T"--------I . APPR~~: ~N K VA)hPE_}l<I ,./,. t r30l.l!/.. "' 1--~~::::==:::::---~::..===--------[==r==i=:==========----l~=l==-.r::=---!--J .,._ , V~~"'+-· ____ l'f!:-r'IJ , e§E=sNG'e'l!=E§ER~IN=sGa=aaMAsa\NaaA~GEesR'rP=E===41=20=4=E=X=P=IR=ES==='3/=3=1 /=1=5===DA=TE===s DWN BY: S.PEDROZA PROJECT NO. DRAWING NO. 0 <O't' DA1E INITIAL DA1E INITIAL CHKD BY R BUEN 1'cf>IJ• : . RP 05-12A 463-6D I)., t:'~/J OTHER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR DATE KSD fJ1 □E RCE EXP. REVIEWED BY: /1\ Kl!j,WIT S~~ DA1E INITIAL OE~LINAfl Ji · , technologies ltd. REVISION DESCRIPTION ~ ENGINEER OF WORK INSPECTOR DATE w 0 I u " g s ,; u ·c V 0 0 "' 0 0. SHEET INDEX SHEET NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 SHEET TITLE COVER SHEET GENERAL LEGEND, SYMBOLS AND ABBREVIATIONS SHEET INDEX AND MAP CIVIL CONTROL PLAN 1 CIVIL CONTROL PLAN 2 GRADING AND PAVING PARTIAL PLAN 1 GRADING AND PAVING PARTIAL PLAN 2 GRADING AND PAVING PARTIAL PLAN 3 GRADING AND PAVING PARTIAL PLAN 4 GRADING AND PAVING PARTIAL PLAN 5 GRADING AND PAVING PARTIAL PLAN 6 GRADING AND PAVING PARTIAL PLAN 7 GRADING AND PAVING TYPICAL SECTIONS SECTIONS WEST RETAINING WALL PLAN AND PROFILE 1 WEST RETAINING WALL SECTIONS SOUTH RETAINING WALL PLAN AND PROFILE GRADING AND PAVING DETAILS 1 GRADING AND PAVING DETAILS 2 OVERALL MASTER UTILITY PLAN SITE MASTER UTILITY PLAN STORM DRAIN PLAN AND PROFILE 1 STORM DRAIN PLAN AND PROFILE 2 STORM DRAIN PLAN AND PROFILE 3 STORM DRAIN DETAILS 1 WATER YARD PIPING PARTIAL PLAN 1 WATER YARD PIPING PARTIAL PLAN 2 WATER YARD PIPING PARTIAL PLAN 3 WATER YARD PIPING PARTIAL PLAN 4 WATER YARD PIPING PARTIAL PLAN 5 WATER YARD PIPING PARTIAL PLAN 6 WATER YARD PIPING DETAILS WASTEWATER PLAN AND PROFILE 1 WASTEWATER PLAN AND PROFILE 2 WASTEWATER PLAN AND PROFILE 3 LIFT STATION PLAN AND SECTION PLANT PHOTOMETRIC PLAN ~-~ C1--=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=~;:::-=-=...,7::.l.-,------"""jJhrtit~~-~=;::::;:;~==,...,_---r __________ -, / 11 L~ ii I C SHEET 6 -GRADING AND PAVING PARTIAL PLAN 1 SHEET 7 -GRADING AND PAVING PARTIAL PLAN 2 • --. SHEET 26 -WATER YARD PIPING PARTIAL PLAN 1 SHEET 27 -WATER YARD PIPING PARTIAL PLAN 2 · --=-~·=--~ ., .. -~'._l:~~~ Cl• I ( c::::::::::::::~ ~ "----= _J I I I 1j~~~~~~~~~~~~~~~~~~~~~~~~~~~~ CHEMICAL DELIVERY,::. =$=""""===$===$=::==l====I= f::;:Jf4= I CONTAINMENT AREA , .'• CLEAR WELL (AREA 220) BACK WASH PIT (AREA 250) PRETREATMENT (AREA 200) l ' CHEMICAL STORAGE/TREATMENT (AREA 780) POST TREATMENT AREA BOO) REVERSE OSMOSIS/ADMINISTRATION BUILDING AREA 500 PRODUCT WATER TANK (AREA 900) .- -~•-\~\\_, ' SHEET 11 -GRADING AND PAVING PARTIAL PLAN 6 SHEET 31-WATER YARD PIPING PARTIAL PLAN 6 i~'t:b n-~ • • J ITTrrrl I 1·1111100 l !-l l-1 lJ 11 I ~ • ------..:rr,71 I lllfll1111111- J? ~-----------------=-----=--CARLSBAD BLVD ---□ 0 40' 80' 160' NOTE: ALL PROPERTY LINES, EASEMENTS, AND BUILDINGS, BOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN. DRAWING NUMBER C-106 SHEET INDEX AND MAP (I) C, z ! 0::: 0 1--:t 0::: w a. 0 <( Ill (I) ....J 0::: <( 0 ~ ~ -0 0 c:: L-------r------.--------------:=:::-----y-----.----------.----------y------;;-,,A-:--:S::-::B~U~I L--:T~" ----t._=---=--1+=---=J=~---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=--t~~+---=--=t:~---=~~~-1 -SCALE AS INDICATED ~ CITY . OF CARLSBAD I SHEETS I 1------1----+----------------,f----+----+---t---l L_lJ ENGINEERING DEPARTMENT 37 1------1----+----------------jf----+----+---t---l GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT I . :; I '-' 2 0 0 u • > Jl ----- I I I 25.0' I I I I I I I I I I 25.0' PRIVATE WATER PIPELINE EASEMENT SEWER/WATER EASEMENT ------ ------ r WATER PLANT LEASED LINE SEE NOTE 1 I I 7 I ~ r ~~~l~Ns~ s~~~iuRE i47.4' i' ~ ~ q __ -;:1 ~-:::::.-=--:==-=--==--=~· rp~'--=-=~~I +:-__ ~==-:~::::::;;;;;;;;;~~~· ~~~-=-=-==-1.' _1--:;;;-~-----------------------➔-----------~-6~,::,~1:::;-1-,-;1::::::1-~-;:w~-(7£:~:vi;t-,;:;,'~ --= ::-cHEMICA_L_D_E_LI_VE_R_Y_C_O_N=TA-1-NM-E=N=T-A~R=EA-:::r:-,---(§ ;;_ /~ @' 'I @ I© • : rgi Qgl CHEMICAL STORAGE/TREATMENT I ---~-~-~7~ D .@ . i □ (53) [ - @ ' -[ f@ ' ® CLEARWELL (AREA 220) ELECTRICAL BUILDING CONCRETE WALL SEE NOTE 3 DETAIL SCALE: NTS -t"' q @ PRETREATMENT (AREA 200) -p '.-0 CJ1=r . . , Ju @ r • (48) "' en "!. ----------------- NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0B09223, DA TED 12/24/2012. 2, ALL ROAD WIDTHS ARE MEASURED TO FACE OF CURB OR EDGE OF PAVEMENT IF NO CURB IS PRESENT, 3. COORDINATES CALLED OUT ARE TO THE OUTSIDE WALL OF THE STRUCTURE. 4. DIMENSIONS ARE FACE OF CURB TO FACE OF CURB OR FACE OF CURB TO FACE OF BUILDING/STRUCTURE, @ l!ci~ ~------tl'='I r----~~=t:~=====..-----==='=:IY /17)' (@ _66) -p 0 ~ I POST TREATMENT (AREA 800) I 7.0 .@ @ (2~ REVERSE OSMOSIS/ADMINISTRATION BUILDING (AREA 500) -P' q • DUDS HANDLING (AREA 260) @ - r+- r ~ r = @ 5,9' ! r 11 111 I ' , @ @ ~ -----@ '~ '® / WATER PLANT LEASED LINE "'i> ~ '¥ -~-- ---,,., ,,., / SEE NOTE 1 /_ ____________________________ _ DISCHARGE/INTAKE EASEMENT / ,,. ,,. -- @I I I ' INTAKE PUMP STATION (AREA 100) I I 6 ,--- I I 0 30' PRODUCT WATER TANK (AREA 900) - ' ~ I:: a= ,,., 7.4' !, ·1 I I _J@ ,,., ---,,., ,,., ---,,., ,,., .r ~A 0 30' 60~ 60' BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83, ZONE 6, GRiD BEARING BETWEEN FIRST ORDER STATION "141• AND FIRST ORDER STATION "052", AS SHOWN ON RECORD OF SURVEY NO. 17271. (CITY OF CARLSBAD SURVEY CONTROL NETWORK) I.E. S 47°35'33" E. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION "141" IS 0.999963560 GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE COMBINED SCALE FACTOR, 141 = FOUND A 2.5-INCH BRASS DISC, STAMPED "CLSB-141 LS 6215" IN SOUTH EAST CORNER OF CONCRETE VAULT. N: 1,998,491.112 E: 6,226,887,845 EPOCH 1991.35 052 = FOUND A 2.5-INCH BRASS DISC, STAMPED "CLSB-052 LS 6215" IN CONCRETE SIDEWALK . N:1,991,146.608 E:6,234,928.995 EPOCH 1991.35 141 TO 052 = S 47'35'33" E, 10,893.45' GRID RECORD, 10,893.36' GRID MEASURED. BENCHMARK THE BENCHMARK FOR THIS SURVEY IS THE CITY OF CARLSBAD SURVEY CONTROL NETWORK POINT "057• AS SHOWN ON RECORD Of SURVEY 17271. A 2.5-INCH BRASS DISC, STAMPED "CLSB-057 LS 6215", SET IN THE TOP OF A STORM DRAIN CURB INLET LOCATED AT THE SOUTHWESTERLY RETURN OF CANNON ROAD AND AVENIDA ENCINAS. ELEVATION = 44. 010 NGVD 29 DRAWING NUMBER C-107 WATER PLANT LEASE AREA SEE ABOVE ,,--INTAKE PUMP STATION AND PARKING - SEE LEFT CIVIL CONTROL PLAN 1 rJ) C, z ! 0 1--:5 IX w a. 0 ~ rJ) ...I 0::: ~ 0 u. 0 ~ -0 ~ CITY OF CARLSBAD I SHEETS I l----+--l----------------t---t---;----1----1 L..1:_j ENGINEERING DEPARTMENT 37 1----t--+----------------t----t---t----t---i . L-----------.-------,--------.--------,--------------.---------,-------::-------:::-------11-=-=-=-::t=-=-~t_=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=.t_=-=-+=-=-~L=-=-=,t_=-~ E 8 SCALE AS INDICATED "AS 8 LJ j LT" ~ 0 WARNING DATE DECEMBER 2013 (9 POSEIDON WATER'. ARCADI GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ;/ FILENAME 13□0-C-LO-MP-107 DATE APP~';_ x:~~ i IF THIS BAR DOES KSD O RCE EXP. ENG~MANAGER PE 41204£XPIRES 3 31 15 1~t1'1 "' NOT MEASURE 1' . REVIEWED BY ~m-THEN DRA\\1NG IS · · . ~ IDE : 1 OWN BY: S.PEDROZA PROJECT NO. DRAWING NO. NOT TO SCALE KIEWITSHEA JII" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN ": """""''0" technologies ltd. ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR RP 05-12A 463-6D ~ L _____________ J_ _______ _L _________ L _ _j/~.'.1-~S"-S-1.~:Z'..___j_ ______ __'.~~~~------_i ___ _:::.=::::.:::_ __ _J __ _!!IN::!:S~P~E£CT~O~R~ ________ _i:D~A~TE~ ___ f:'.:'.~'.'.:...:'.:1.. __ .....:.~==...::::==~:.: ___ ....1~:'.'...'.:::::.::'.::J.....:'.'..:..'.:'.:.'.'.'.'.::'.:J..==:::::::::::::===-===============~=======~ I " ~ 0 I u C V a CD 2 a 0 a ri " E f' ,,, a Z'. Q N " 0 u en COORDINATES ID NORllilNG EASTING PRELIM/AFC 1 1996289.805 6229469.926 AFC 2 1995794.450 6229676.363 AFC 3 1995686.291 6229716.021 AFC 4 19955 71.483 6229763.860 AFC 5 1995483.666 6229551.588 AFC 6 1995636.070 6229423.424 AFC 7 1995617.743 6229381.309 AFC 8 1996160. 271 6229156.844 AFC 9 1996241.312 6229466.858 AFC 10 1995944.697 6229589.581 AFC 11 1995899.871 6229481.238 AFC 12 1996196.486 6229358.515 AFC 13 1995892.244 6229619.880 AFC 14 1995732.694 6229685.893 AFC 15 1995720.020 6229653.079 AFC 16 1995894. 700 6229580.806 AFC 17 1995898. 715 6229590. 509 AFC 18 1995882. 814 6229597.088 AFC 19 1995921. 792 6229552.675 AFC 20 1995874.052 6229572.428 AFC NOTES: 1. COORDINATES CALLED OUT ARE TO THE OUTSIDE WALL OF THE STRUCTURE. 2. POINTS LABELED "AFC", ARE APPROVED FOR CONSTRUCTION. 3. POINTS LABELED "PRELIMINARY" ARE SUBJECT TO CHANGE AS OF llilS CIVIL CONTROL PLAN RELEASE DATED 11/26/2013 AND ARE NOT APPROVED FOR CONSTRUCTION AT TIME OF THIS RELEASE VALID UNDER THIS SEAL. SCALE AS INDICATED WARNING DATE DECEMBER 2013 0 ' . FILENAME 1300-C-LO-MP-107A IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TD SCALE COORDINATES ID NORTHING EASTING PRELIM/AFC 21 1995779.000 6229611. 755 AFC 22 1995 760. 381 6229566. 754 AFC 23 1995855.892 6229528.535 AFC 24 1995855.433 6229527.427 AFC 25 1995903.632 6229508. 783 AFC 26 1995774.392 6229614.041 AFC 27 1995730.187 6229634.494 AFC 28 1995 703.138 6229569.119 AFC 29 1995744. 714 6229554.082 AFC 30 1995750.593 6229556.520 AFC 31 1995890.345 6229482.011 AFC 32 1995860.007 6229494.563 AFC 33 1995830.824 6229506.637 AFC 34 1995819. 992 6229480.456 AFC 35 1995849.175 6229468.382 AFC 36 1995879.513 6229455.830 AFC 37 1995699.175 6229696.180 AFC 38 1995660.827 6229712.046 AFC 39 1995665.415 6229723.135 AFC 40 1995577.632 6229759.454 AFC - ~ - 9t1.ofES~· POSEIDON WATERr:2 ARCADI ~/2~~ f'$ ~ ffi ~ll 51622 ~ i 010E I • 08/30/l'I.. KSD * <l' . ~'i" C/VI\. ~'t-.· OF CAUfQ'I' KIEWJTSH~R ~N.A.11 N technologies ltd. 12.. ti• I.] COORDINATES ID NORllilNG EASTING PRELIM/AFC 41 1995514.551 6229606. 989 AFC 42 1995640.681 6229554.803 AFC 43 1996051.058 6229383.130 AFC 44 1995681.031 6229536.226 AFC 45 1995648.569 6229454.062 AFC 46 1995667.589 6229446.192 AFC 47 1995655.514 6229417.008 AFC 48 1996005.213 6229272.323 AFC 49 1995740.756 6229398.334 AFC 50 1995718.734 6229407.446 AFC 51 1995732.027 6229377.235 AFC 52 1995710.004 6229386.347 AFC 53 1996188.531 6229318.880 AFC 54 1996052.082 6229375.335 AFC 55 1996008. 403 6229269. 764 AFC 56 1996128.219 6229220.191 AFC 57 1996136.439 6229240.057 AFC 58 1996153.071 6229233.176 AFC 59 1995663.349 6228662.387 AFC 60 1995686.288 6228717.829 AFC I "AS BUil T" DATE RCE EXP. REVIEWED BY: /1'\ DA'JE INITIAL REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORK COOR DINA TES ID NORTHING EASTING PRELIM/AFC 61 1995629.922 6228741.150 AFC 62 1995606.983 6228685. 708 AFC 63 1995756.219 6229621.559 AFC 64 1995756.984 6229623.407 AFC 65 1995729.935 6229558.032 AFC 66 1995730.700 6229559.880 AFC 70 1995820. 706 6229498.083 AFC 71 1995815.087 6229484.175 AFC 74 1995758.510 6229514.989 AFC 75 1995763.006 6229526.115 AFC 76 1995968.591 6229584.807 PRELIMINARY 77 1995973.460 6229596.860 PRELIMINARY 78 1995919.450 6229604.661 PRELIMINARY 79 1995924.320 6229616. 715 PRELIMINARY \ CJ'J (!) z ! Q! 0 t--:a: Q! w a. C <( OJ CJ'J ..J Q! <( 0 u. 0 ~ -0 DRAWING NUMBER CIVIL CONTROL PLAN Z C-107A I SH5ET I CITY OF CARLSBAD UIJ ENGINEERING DEPARTMENT 7 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT APPR~Lx:K~ P~ ENGINE RING MANAGER PE 41204 EXPIRES 3/31/15 tf#¥J DATE DWN BY: s.PE 0 PROJECT NO. DRAWING NO. DA'JE INITIAL DA'JE INITIAL CHKD BY: R.BUEN RP 05-12A 463-6D OTHER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR (JI 9. w .__. I u LINE# L1 L2 L3 L4 L41 L42 L48 L75 LINE TABLE CURVE TABLE LENGTH DIRECTION CURVE# LENGTH RADIUS DELTA 357.37 N6T 31' 23.61"E C2 43.65 28.00 89.32 5.00 N21 · 47' 47.2s·w C30 47.05 30.00 89.85 27.02 N4D" 29' 2s.s1·w C36 6.29 20.00 18.01 778.20 N22" 28' 36.39"W 122.40 N6T 31' 23.61"E 354.48 N22' 28' 36.39"W 215.39 N22' 28' 36. 77"W 31.50 N22' 36' 29.66"W ----------------------------~----- 0 __ I J_ -- ----- BACKWASH PIT (AREA 250) ' .. . • •,' '. _.-·: . 6" 6" • "' I s· ZURN TYPE 2-717-DGC FRAME AND SLOTTED DUCTILE IRON GRATE REINFORCED CAST-IN-PLACE DRAINAGE TRENCH EXPANSION JOINT ED DRAINAGE TRENCH NTS a:zs' ":"_="_a::·_· c-,:=--==::=.= ..... :cc~ =i"_· =.:=.=-_ =_~:=.==....= _>+-~_=='-=· ·c ===:-¾-....:.c..==-c=-:=::::_::::_:-:2!~.-==~~;z' c=:-~;:-::::-=-=~i;;;"'."";:-:. _=_=.:-:~:;;;-~:.=·=~==:::::) -------- -. ----·---. ,_ ----=---== -=--=--= = = -=--------- -,:::: .. -,-··::: --· -----·------:::'""· .. :.-=-..-.. ~~--__ ~:-_-:-~~-·.:_ ___ .··_·: ' ' .. : . --· ___ - ' ~--____ -== =--· .::=:-.=::· -=---=· ----= ::= ==--=-=---,c.._ .. _ ---- --j ""·-·---~-, _____ , -·---. ---·--·-I -----_,, __ .··.·. ··_· ·+i----•-_. -·~-~=-:_==··=-·==~=-==~--=:·=··_·_-==--===--===-~-_-_-·=· ==:~ -==--~===--==----· --_: ~ -_ ~=---~=~ ~~---···_··_-_--_· ----l~---·: ._ ~I- ·----1 '· ~-. ---j:=--======-·t·:--==~ ---...... J:_. ~--=~:__ '-·--··---.::.=----· __·l.J_-__ -_-· ..:.... ~=-:;..-:· ---.............. -1 __ ;_ I~ . · ._ -·-----1---------·· ------+--~ -----+---------l-+----+---c,,.-------+--------+ . .:.: J,-. -------+--------··1··----·---✓ (/) -.:=-=·-=--=--.:=--=---=.__ · __ ",-= --==-=:..· ·~=-·=-=--=---=-·:.-=:.-=--=-= -=--=-·=-.::..-= -=-", -----·-· ---·-·--·-·--··----~:, ----------·-. ~-;J~--~:;sz,~: ----(·----~---·· ~·-.--=------=-•---~--=~--~~ I~ . -----------·-·------·--·...,..----·· ····-------·---. -------------------."' ' '-. ( -. \ -,., --- -_ -✓-v•v,_....,____ /. ...1·-,·, ---<_=-.--~----·---··--------------·------------~-=·-:·---------·-----------1~ -~ASEME~~NE;1---/------~-\=::,-::;·.-,' --------;,«= -lz 7 =,.-0 ~"·,.,=/-------·-'-,·::.--==-~---:::f --'-"·---~ -------------------_________ ,,.,. __ '-END CURB .\, / LIMITS OF GRADING ' ',, ( 0 - --___ ----r,;....,, ....-l ,,,......, ..... --~ .,---:;-~--..... ~.✓--...r---..'._-::·~,,.--\...-;::::------------------------'--..:c_--TRANS -------------.-J..-----L ·-, )_ J r------,__ _ _ ~-f"..-L ----'\-·---___ ,_ ---·---~·,·,~ v:cv-vv ,~,.,--v· ,..-. · ' •,-:::.,_ _ = ~v--v--r-.~v--·..rv MATCH EXISTING ---,·-----·--a .)_ i-=:: ==. =:_ _-_ ==-=-::-~-::=_ ~-·-------=----=-:-=. '""", _-,,-~-=---------------_ --~~:"-_ --==. ~ ~=-== ::::_ __ ).,..---_-,,......._ ---------.... --=-----...:.·· --:. --_, --G: 42.23 -~.::,a__...:.=..--=:=------=--=:::!" __ -------/ .z 1 ------\ ----<( ------.:::::::::: --~-----.=E-~"-=..::c.~----..-y" ...... cv-,:Y.--~~ -=:~-------------==--==--:;'.'."-=-------------------__ v_y~r;,:.~V-:-V~L.."'\,~~___y"".c:t__Y....:t,,_"V V •7 ------------... ------------)...=: -?-,~---. . ::~ ~ =-,,~: ~-°=~~~ '=-'~~ . ~,r,:" -" ,,,~,± '~ =-~-~~;i7° ~ ~ ~-c_c-~ ~ ~ =,,-,~,c,O~~-~ ~ ~ ~ ~ri~~" '"" ~ ~CCC.~~::~ .. ~-. -_ -~~'~,:.~~ g~~~'~ zrZi;--.. '""'. I~ ' A A../'·-,A i,_.,, . ./ ----'-...A-rec.t:j:..A~'--~ A .. /--·--· ----'-.... A.:!'.c-'·-"-.___,.. '-A-"J-==---'C'\ Ill . 11._sg, 43~~-~z:,Ex ~,ND:~:/± Ill _II.L ~~~~;~1.~~ BEGIN CURB ,~ -.=;; GR~;: 4~~-' ;~_,,_,~,;"';_-··_'·_,_<,,_;,_,·:;2 ;~~,2::: l8 ,.,_v-v~,--,--· ----✓..._,-12• NRG F /L -\.··-,-,· .---'"v-.rv---v-v "-"---'-,.,.,_.._ ,.,__,,.,_ G 42 69 ·~~--=-·~~~ -Lt.'--..P c...-,-t.a.....-,a • TRANS -a........Ip.c... -~-.u• , v--, ,_,--/,-·-..... , .. · v '-' v ''',·v ,·-v-v-·Vv--✓---✓--, BY OTHERS ~--: · wlli -G:42.22 -·•· .. ,·vv· .. -, Ct:: :::--==.___ .--.. -, --42----M;~H-;;;ISTING ___ ~\--. --o-~~•~1 ---=--=--=--~Jl~~-~ti~~~~~-~~-=-~-----=~~i~i ---~~ ~ _-::::_--_~~~:_-:_3~_-=;=~~-==~-_:....:_TC:42~~:..::c4~~-~..::r~~~ PAVEMENT: 43.4± ,,.ii=_. 4 -_ , h....c....c;;;;;-==-==--=;z.:::::.=-:~ . .z::...:=42 1.iJ E<'sT1NG 0R1v~-\ll~Y __ 43 .• --BEGIN cuRB ---· -·_JI!'"' Pc _ =! ~ BEGIN TRENCH 1 z _ -N: 1996323.591 ,~ 0.45% 0.30% ~ _.. _ DRAIN -, E: 6229473.066 --;:;,., TC:43.27 3._;z 3 END CURB o.3o% GRATE EL.41.24 --' ----~ ~l\"j G:42.77 ;t;o~I TC:43.06 -=.r~ 1::'/5~ TC:42.80 +R:f~1 ~1 INV EL:40.74 J: I FL:41.63 "'LL .,,. ~al:::J G:42.30 G'.42.21 L·4095 ~ NE: 19292 5958902.25037 01- N: 1996235.6D6 ii:~(/) · · 0 : 6 9 . 6 ~ ~ _,,.J .. .i'J-...., __ \ ____ . SAWCUT LINE ::: -+---7 E: 6229487.978 0.30% Fl:41.41 FL: 4 l· 34 _:L:41.2611.w FL:41..,18="""""""Fl"':"" 4 lae.leaO"' --~ ~~~~~ ~~~~~~~~ 0.30% ~ 42---~ ~ ~-FG:41.59 I I FG:41.70 FG:41.67 FG:41.65<-J FG:41.63 FG:41.61 FG:41.60 FG:41.58 FG:41.56 FG:41.55 c-J "-.. '\I. _ / / . PC l 1""~ 1 1 =-'"--.-\<--L\--,l~-LL------'~.....L..--¾~__J__l___¼----J_L___,-\'--_ _L_L__----~;/-/___,__,___~ _ __J__L__~¾--....L.L_~~-..Ll.---,l~-LL-~~~ "'==""'==========""'ii ....__ 1 'J --j) / .. · TC: 43.35 ~ ,// I_ ,,: I ]/ '----\ G:42.85 ,./.... l. ' IX 1 = ;~i-_00~%-FG:4iG~ci1.89 FG:41.86 FG:41.84 G:41.82 / FG:41.82 FG:41.81 FG:41.80 FG:41.78 FG:41,76 I /i-........_ .. , ___ _, LIMITS OF GRADING • ; ,_ ':':_ . -1' FG 4F1G7:o42.32 / FG: 4 1.~!: 41 -2D ~~~~9~t21.105 _ ( I , ,_ · , I : · / E: 6_229580.899 "---· -----MATCH EXISTING ~ ( I ~ PT GRATE EL:41.20 ,. -I / I I "° TC 41 47 / INV. EL: 40. 70 END.-TRENCH DRAIN PT I ~ : · N: 1995974.612 s· END CURB TC: 42.04 I j G: 4o,97 E: 6229577.745 GRATE EL/TC: 41.07 0 G: 41.54 I * ~ N: 1996253.594 / / INV EL/G: 40_57 N: 1996277.539 · E: 6229453.682 ~ E: 6229446.165 I F2/5C' o / // N: 1995940.182 ( -I E: 6229581.281 / (·:::. ~, I ·-__,.-;--;,----HI / /, CON C. PAD LIMiTS 6F~i'ER 7i 1 1 / pc;i~7t~~)T // N, 1995935.011 PLANT LEASED LINE I SCREEN WALL / SUBGRADE EL: 38. 71 ·S" f' 6229566" 170 SEE GENERAL NOTES 1 1 SEE SCREEN _. 0 I I I . WALL PLANS // / .-...... J ~ I l ! I ~ I ....J'--< 6 ~ v Jlli'-J-++-1-+-1 I ~ J I I ,.i I i :ibo% ,J 11 I .. II.I. .... I ' I / MATCH LINE, FOR CONTINUA 11ON SEE SHEET 8 [END CURB TC: 40.77 IG: 40.45 N: 1995929.409 IE: 6229552.628 BACK WASH PIT (AREA 250) SUBGRADE EL: 23.58 CONSTRUCTION NOTES: (D CONSTRUCT 5• VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. @ CONSTRUCT 4• ASPHALT CONCRETE PAVEMENT ON 13• CAL TRANS CLASS 2, AGGREGATE BASE, T.I.: 7. @ CONSTRUCT CURB TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING G-4B. © SCREEN WALL TO BE BUILT VIA SEPARATE PERMIT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FDR DETAILS. LANDSCAPE AREA. REFER TO DRAWING 464-3L. CONSTRUCT s• VERTICAL CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-2. INSTALL BOLLARD PER DETAIL 1, SHEET 18. CONSTRUCT DEPRESSED CURB PER DETAIL 3, SHEET 18. ® ALL CONCRETE JOINTS WHERE APPLICABLE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING G-10. @ CONSTRUCT 6» VERTICAL AC CURB. SEE DETAIL 6, SHEET 19. @ CONSTRUCT RDLL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-4A, TYPE A. @ CONSTRUCT 6' THICK, 600 PSI FLEXURAL STRENGTH PORTLAND CEMENT REINFORCED WITH lf3 BARS, 18» OC ON 6" CAL TRANS CLASS 2 AGGREGATE BASE COMPACTED TO 95% OF ITS MODIFIED PROCTOR DENSITY. SEE SECTION 1 SHEET 19 . GENERAL NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM ll-lE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DA TED 12/24/2012. 2. DEMOLITION TO BE PERFORMED VIA SEPARATE PERMIT, SEE DEMOLITION PLANS. 3. ALL ROAD NORTHINGS AND EASTINGS ARE TO ll-lE FACE OF CURB. 4. NO PERMANENT GRADING SHALL TAKE PLACE OUTSIDE THE LEASE AREA UNTIL A LETTER IS PROVIDED TO CITY OF CARLSBAD INSPECTION STATING APPROVAL TO DO SO BY NRG. ELECTRICAL GEAR BOX SEE ELECTRICAL PLANS FOR DETAILS 6 □ KEY MAP k 0 1 o· 20· 40• DRAWING NUMBER GRADING AND PAVING C-115 PARTIAL PLAN 1 en (!) z ! 0: C !:: :'!: 0: w a. C < ca en ..J 0: < u u. 0 ~ -u fsHifi'l CITY OF CARLSBAD ISHEETSI 1----+--+----------------+---+---+---+----i L__§_j ENGINEERING DEPARTMENT 37 1-----11----1-----------------+---+----ll----+----1 GRADJNG PLANS FOR: CARLSBAD DESALINATION PROJECT ) -. -·-----------·· -----------1----- ---.--I BEGIN CURB TC: 40.98 G: 40.48 N: 1995896.867 E: 6229579.910 END CURB TC: 41.06 G: 40.56 N: 1995896.867 E: 6229579.910 TC: 40.91 G: 40.41 l -~--~ ::;.::=-·----· PC TC:41.76 G:41.26 P:41.59 -- • ~ L80 0.30% "' r-- EXPANSION JOINT I\ l· . ' . P: 41.47 TC: 41.62 G: 41.12 ·, SLOPE . ...• . . . . . . . • . 100 • EL: 40.2D 2 .. L!TOJ . ·:.· " •-. ·" • • " ' .. . . . ., • .. . •• EB SECTION NTS 4'x100' GRATE EL: 40.20 147.4' 2' ·-.. • '. -~. • ' : . ,; . • .. L , .. ,,:, 1 ,__/ EL 36.60 2 7 : I ., '° .. " WATER PLANT LEASED LINE SEE GENERAL NOTE 1 22.5' I TC: 40.86 G: 40.36 EB S~EMICAL DELIVERY CONTAINMENT DETAILED PLAN 0.30% ·v ~ P:41.42 D..;10%_ J:; u.. -----~ l 1 SUBGRADE EL: 39.20 END CURB TC: 41.17 G: 40.67 N: 1995768.993 E: 6229632.817 11· TYP P:42.20 P:41.50 P: 40.80 11· TYP ZURN TYPE Z-717-DGC FRAME AND SLOTTED DUCTILE IRON GRATE COMPLYING TO REQUIREMENTS OF ASTM A36 OR APPROVED EQUAL---~ EXPANSION 0 10' 20' CHEMICAL DELIVERY 4' j CONTAINMENT I·. AREA 40' r<--,fL-7✓ • "' #3 BARS, 18" OC (TYP) 10" EB P: 42.20 P: 41.68 P:41.16 P: 40.64 11· TYP 10· ,r,<....1_#3 BARS 1 B" OC (TYP) ,f'.,"---6" ABC 6" DEEP CONTRACTION/ EXPANSION JOINT EVERY 4' REINFORCED CAST-IN-PLACE CONTAINMENT TRENCH CONTAINMENT TRENCH NTS I I---------.......__ . / LIMITS OF GRADING/WATER _ PLANT LEASED LINE ~: _I ,/;, SEE GENERAL NOTE 1 l P:42.20 P: 41.66 P:41.12 P: 40.58 11" TYP SECTION P: 42.20 P: 41.63 P: 41.07 P: 40.50 LINE TABLE LINE # LENGTH DIRECTION L4 778.20 N22' 28' 36.39"W LS 26.47 N10' 48' 51. 94"W L6 39.09 N17" 40' 01.53"W L7 120.07 N22" 28' 36.39"W LB 152.03 N67" 31' 23.61"E LB 152.03 N67" 31' 23.61 "E L20 74.43 N67" 31' 22.84"E L43 10. 73 NT 31' 23.61 "W L44 150.41 N22" 28' 36.39"W L45 34.10 N67' 31' 23.61"E L46 52.83 N22' 28' 36.42"W L47 2.77 N67' 31' 23.61"E L48 215.39 N22" 28' 36.77"W L68 15.17 N22" 28' 36.39"W L75 31.50 N22" 36' 29.66"W L76 17.90 N67" 31' 20.53"E L78 10.34 S22" 28' 36.39"E L79 2.77 S67" 31' 23.61"W LBO 115.07 S22' 28' 36. 40"E LB1 2.77 N67" 31' 23.61"E CURVE TABLE CURVE# 11· TYP C3 C4 C5 C31 C32 C35 LENGTH 13.64 3.78 54 98 15. 71 15.71 7.85 SECTION NTS RADIUS DELTA 67.00 11.66 45.00 4.81 35.00 90.00 30.00 30.00 30.00 30.00 5.00 90.00 EL: 42.20 P: 41.62 P: 41.03 P: 40.45 I I I CONSTRUCTION NOTES: G) CONSTRUCT 6" VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. @ CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT ON 13" CAL TRANS CLASS 2 AGGREGATE BASE, T.I.: 7. CONSTRUCT CURB TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING G-48. CONSTRUCT DEPRESSED CU RB PER DETAIL 3, SHEET 18. @ SCREEN WALL TO BE BUILT VIA SEPARATE PERMIT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. © 0 LANDSCAPE AREA. REFER TO DRAWING 464-3L. CONSTRUCT CURB TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING G-48. @ CONSTRUCT ROLL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-4A, TYPE A. ® ALL CONCRETE JOINTS WHERE APPLICABLE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING G-10. CONSTRUCT 6" 1HICK, 600 PSI FLEXURAL STRENGTH PORTLAND CEMENT REINFORCED ~TH #3 BARS, 18" OC ON 6" CAL TRANS CLASS 2 AGGREGATE BASE COMPACTED TO 95% OF ITS MODIFIED PROCTOR DENSITY. SEE DETAIL 1, SHEET 19. @ CONSTRUCT 6" VERTICAL CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-2. @ INSTALL BOLLARDS PER DETAIL 1, SHEET 18. @ 3-FT WIDTH CONCRETE CAP OVER THE EXISTING HIGH PRESSURE GAS. SEE DETAIL 5, SHEET 19. @ CONSTRUCT 6" VERTICAL AC CURB. SEE DETAIL 6, SHEET 19. SECURITY ACCESS GATE TO BE BUILT VIA SEPARATE PERMIT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. GENERAL NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 2. DEMOLITION TO BE PERFORMED VIA SEPARATE PERMIT. SEE DEMOLITION PLANS. 3. SOIL COVER SHALL BE 1-FOOT MINIMUM OVER THE TOP OF FOOTING. 4. ALL ROAD NORTHINGS AND EASTINGS ARE TO THE FACE OF CURB. 5. NO PERMANENT GRADING SHALL TAKE PLACE OUTSIDE THE LEASE AREA UNTIL A LETTER IS PROVIDED TO CITY OF CARLSBAD INSPECTION STATING APPROVAL TO DO SO BY NRG. □ KEY MAP DRAWING NUMBER GRADING AND PAVING en (.!) z ! " C !:: :it " w a. C <( al en ..J " <( 0 u.. 0 ~ -0 TC: 40.57 G: 40.07 BEGIN CURB TC: 40.74 TC: 40.52 G: 40.02 EB SECTION EB SECTION EB SECTION EB C-116 PARTIAL PLAN z l---+-----4-----------+---+---1---+---I fSHFil CITY OF CARLSBAD I SHEETS I NTS EB CHEMICAL STORAGE LANDING DETAIL G: 40.24 N: 1995783.008 E: 6229627.018 NTS NTS NTS L.L_J ENGINEERING DEPARTMENT 37 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ..... 9. w ..... ,>; 0 N " .z N " 0 u V, " " 0 LINE LINE # LENGTH L1 357.37 L26 310.31 L27 40.50 L28 93.53 L29 14.99 L30 37.40 L31 68.33 L32 319.84 L36 1.15 L38 319.84 L39 10.00 L40 4.35 L41 122.40 L52 15.00 L53 1.00 L54 15.00 L69 6.42 L70 44.37 L71 377.95 L72 3.51 L73 3.51 L74 17.99 L77 3.51 L82 3.51 L84 3.51 LBS 3.51 L86 7.99 L87 3.00 L8B 45.72 L89 129.67 CURVE CURVE# LENGTH Cl 43.76 C15 17. 91 C16 4.72 C17 43.92 . C18 44.20 C19 22.52 C20 7.85 C28 17.91 C29 7.85 C37 4.71 C38 4.71 TABLE DIRECTION N6T 31' 23.61 "E N22" 28' 36.39"W s22· 28' 36.42"E N22" 28' 24.04"W N6T 31' 23.61"E N6T 31' 23.61"E N6T 31' 23.61"E N22" 28' 36.39"W N6T 31' 23.61"W N22" 28' 36.39"W N6T 31' 23.61"E N22' 28' 36.39"W N6T 31' 23.61"E N6T 31' 23.58"E S22' 28' 36.04"E S6T 31' 23.58"W N22" 28' 36.39"W N6T 31' 23.61"E N22" 28' 37.20"W S7T 29' 05.15"E S32" 31' 52.32"W S22" 2B' 36.39"E S7T 29' 05.15"E S32" 31' 52.31 "W S7T 29' 05.15"E S32" 31' 52.32"W s22· 28' 36.42"E N6T 31' 23.5B"E s22· 2a· 36.39"E S22' 28' 37.20"E TABLE RADIUS DELTA 28.00 89.54 20.00 51.32 3.00 90.14 28.00 89.86 28.00 90.46 28.00 46.08 5.00 90.00 20.10 51.04 5.00 90.00 3.00 90.00 3.00 90.00 ---. ,-·--------~" ·-· _· --...::="' ..... PC MATCH EXISTING GRADE: 41 . 3± ENO CURB N: 1996155.875 · E: 6229079.448 REQUIRED TREATMENT CONTROL BMP TABLE TREAlMENT CONTROL BMP BMP TYPE OWNERSHIP DESCRIPTION PER CASQA PERVIOUS PAVEMENT A SD-20 PRIVATE 6,089 SF AREA; 1,624 CF STORAGE VEGETATED SWALE A TC-30 PRIVATE 3,726 SF AREA: 1 % SLOPE; 2 FT BOTTOM; / ,/ FG: 42.02 FG: 42.02 SAWCUT PAVEMENT LIMITS OF GRADING SEE GENERAL NOTE 5--' I ✓ r-/ ----- .--- ' -41 -FG: 42.02 TC: 41.68 G:41.35 N: 1995904. 724 E: 6229460.145 FG: 41.70 SW CONC EL: 41.69 N:1995893.741 E: 6229466.421 / FG:41.70 / I I I CONSTRUCTION NOTES: G) CONSTRUCT 6" VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. NOT USED. SCREEN WALL TO BE BUILT VIA SEPARATE PERMIT-. SEE ARCHITECTURAL AND STRUCTURAL PLANS FDR DETAILS. CONSTRUCT PERVIOUS PAVEMENT, T.I.: 7. SEE DETAIL 3, SHEET 19. LANDSCAPE AREA, REFER TO DRAWING 464-3L. CONSTRUCT CURB TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING G-4B. (j) CONSTRUCT 4" ROLL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-4A, TYPE A. 2.1' DEPTH RIP RAP WITH FILTER BLANKET. RIP RAP SHALL BE ROCK GRADATION OF NO. 2 BACKING, A MEDIAN STONE WEIGHT (W50) OF 25 LBS AND A MEDIAN STONE DIAMETER (D50) OF 0.7 FT. THE FILTER BLANKET SHALL BE 1.1' THICK OF 1 / 4" GRANULAR MATERIAL. ® ALL CONCRETE JOINTS WHERE APPLICABLE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING G-10. @ CONSTRUCT CONCRETE SIDEWALK PER SAN DIEGO REGIONAL STANDARD DRAWING G-7. CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT ON 13" CALTRANS CLASS 2 AGGREGATE BASE, T.I.: 7. EXISTING SPLIT FACE MESA BLOCK RETAINING WALL WITH CABLE RAILINGS PER DRAWING 463-6C. SEE RETAINING WALL PLAN AND PROFILE ON SHEET 15. @ CONSTRUCT 6" VERTICAL CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-2. @ CONSTRUCT VALLEY GUTTER PER DETAIL 2, SHEET 18, WIDTH AS NOTED. @ @ @ @ @) @ CONSTRUCT DEPRESSED CURB PER DETAIL 3, SHEET 18. CONSTRUCT 6" VERTICAL AC CURB. PER DETAIL 6, SHEET 19. NOT USED. NOT USED. SECURITY ACCESS GATE TO BE BUILT VIA SEPARATE PERMIT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. CONSTRUCT 6" THICK, 600 PSI FLEXURAL STRENGTH POR1LAND CEMENT REINFORCED WITH #3 BARS, 18' OC ON 6' CALTRANS CLASS 2 AGGREGATE BASE COMPACTED 95% OF ITS MODIFIED PROCTOR DENSITY SEE DETAIL 1, SHEET 19. PAINT 4" WIDE @ 1 B" QC, WHITE PARKING STRIPE. INSTALL BOLLARD PER DETAIL 1, SHEET 18. ADMINISTRATION/RO BUILDING DISCHARGES VIA ROOF DRAINS. SEE ARCHITECTURAL PLANS FOR LOCATIONS ANO DETAIL 4, SHEET 1 B FOR DETAILS. CONSTRUCT 8" VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. 1' THICK ROCK APRON 6" OF 1.5" ANGULAR GRAVEL ON TOP OF 6" OF 1 / 4" GRANULAR MATERIAL. GENERAL NOTES: 1· cr~]t0Rt[t~i1?f16NAi~c1Jts[~f~ti1Y~'riioi~tf,R8.k4TEWE 12/24/2013. 2. DEMOLITION TO BE PERFORMED VIA SEPARATE PERMIT AND DEMOLITION PLANS. 3. 5?'r8dWR~. SHALL BE 1-FOOT MINIMUM OVER THE TOP 4. tb~fORTHINGS AND EASTINGS ARE TO THE FACE OF 5. NO PERMANENT GRADING SHALL TAKE PLACE OUTSIDE l)j!E LEASE AREA UNTIL A LETTER IS PROVIDED TO CITY B~ ~~~~SBAD INSPECTION STATING APPROVAL TO DO SO 0 en (!) z ! 0::: C !:: ~ 0::: w 0. 0 <t: CIJ en ..J 0::: <t: 0 LL 0 I I , ' -,-----+-----~--l~--"-'=-401---------,------''t-------~ - o 1 o' 20' 40' KEY MAP 0 2 TO 1 SLOPE; 12 11-l DEPTH EB PARKING DETAIL DRAWING NUMBER GRADING AND PAVING C-117 PARTIAL PLAN 3 NTS ~ CITY OF CARLSBAD I SHEETS I l-----+--1----------------+--+---+----!----I LJLj ENGINEERING DEPARTMENT 37 1-----f--+----------------+--+---+--+---l " ~!ae-'--------~---~--------------------------.,-----------.,-------,,-A-S--BU_I_L_T,-, ----t-1-_-_-+-t-_-_-1-t-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-+' _-_-+' _-_-+-t-_-_-+-t-_--1-; _ SCALE AS INDICATED GRADING PLANS FOR: CARISBAD DESALINATION PROJECT J I u ... 0 "' C • cfi • 0 0 0 0: - SW CONC EL:41.30 N: 1995890.924 E: 6229483.414 TC: 41.10 G: 40. 77 / I SUBGRADE EL: 39.03 SW CONC EL:41.68 I---N: 1995880.287 I .. ·-.""-"' -<CE: 6229457. 702 / SUBGRADE EL: 33. 7 L50 i~ --- 33 / / / D FG: 41.70 SUCK BACK TANK (AREA 700) SUBGRADE EL: 25. 1 I// I REVERSE OSMOSIS/ADMINISTRATION BUILDING (AREA 500) SUBGRADE EL: 33.7 1 16 BRINE PIT (BELOW GRADE) SUBGRADE EL: 19.0 SW:41.70 FG:41.70 SUBGRAOE EL: 39.03 ' 2 16 SW: 41.70 GB TC: 40.14 G: 39.64 N: 1995669.664 E: 6229544.010 ADMINISTRATION BUILDING SUBGRADE EL: 39. 03 SEE SHEET 19 DETAIL 2 END CURB CUT TC:27.11 G: 25.61 PC/GB TC: 26.61 G: 26.11 ___ ,J PT/GB TC: 26.86 G:26.36 PT ' TC: 26.52 G: 26.02 PC/GB TC: 26.96 G: 26.46 EXISTING FIRE HYDRANT PROTECT IN PLACE CURVE [ [ 0 CURVE# LENGTH C12 26.08 C13 15.28 C14 62.13 C23 17.34 C24 27.24 C25 7.85 C26 13.78 C27 23.60 C33 27.24 C34 17.34 TREAThlENT CONTROL BMP VEGETATED SWALE A VEGETATED SWALE D TABLE RADIUS DELTA 53.00 2B.19 30.00 29.19 40 00 89.00 28.00 35.47 44.00 35.47 5.00 90.00 28.00 28.19 28.00 48.29 44.00 35.47 28.00 35.47 BMP TYPE PER CASQA TC-30 TC-3D / SEE ENLARGED PLAN -----...I LINE TABLE LINE # LENGTH DIRECTION LB 147 03 N67' 31' 23.61"E L20 3.17 N67' 31' 23.61"E L21 269.99 N66' 31' 21.61"E L22 333.62 N66" 31' 21.61"E L23 17.85 N67' 31' 23.61''E L24 17.85 N84' 17' 13.11"W L26 312.31 N22' 28' 36.39"W L33 128.41 N22' 28' 36.39"W L34 48.39 N22' 28' 36.39"W L35 81.93 N67' 31' 23.61"E L37 30.91 N84' 17' 13.11''W L49 16.00 N67' 31' 23.6t"E L50 128.41 N22' 28' 36.39"W L51 32.06 N22' 28' 36.39"W 1 12 i I--1- J L.,_, _-_ _..'...c:=i_.i ==cc.· 'Jl'Jtt~ ,-"~ ' 0 20' 40' GENERAL NOTES: 2. ALL ROAD NORTHINGS AND EASTINGS ARE TO THE FACE OF CURB. 3. NO PERMANENT GRADING SHALL TAKE PLACE OUTSIDE OF THE LEASE AREA UNTIL A LETTER IS PROVIDED TO CITY OF CARLSBAD INSPECTION STATING APPROVAL TO DO SO BY NRG. REQUIRED TREATMENT CONTROL BMP TABLE OWNERSHIP DESCRIPTION PRIVATE 3,726 SF AREA; 1% SLOPE; 2 FT BOTTOM; 2 TO 1 SLOPE; 12 IN DEPTH PRIVATE BO LF LENGTH; 3% SLOPE; 0 FT BOTTOM; 3 TO 1 SLOPE; 6 IN DEPTH CONSTRUCTION NOTES: G) CONSTRUCT 6" VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. @ EXISTING SPLIT FACE MESA BLOCK RETAINING WALL PER DWG 463-6C. SEE RETAINING WALL PLAN AND PROFILE ON SHEET 17. CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT ON 13" CAL TRANS TYPE 2 AGGREGATE BASE, ll.: 7. INSTALL GUARD RAILING. SEE SHEET 19 FOR DETAILS. ALL CONCRETE JOINTS WHERE APPLICABLE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING G-10. © SCREEN WALL TO BE BUILT VIA SEPARATE PERMIT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. 0 ADMINISTRATION/RO BUILDING DISCHARGES VIA ROOF DRAINS. SEE ARCHITECTURAL PLANS FOR LOCATIONS AND DETAIL 4, SHEET 18 FOR DETAILS. 3-fT WIDTH CONCRETE CAP OVER THE EXISTING HIGH PRESSURE GAS. SEE DETAIL 7, SHEET 8. LANDSCAPE AREA, REFER TO DRAWING 464-3L CONSTRUCT CURB TRANSITION PER SAN DIEGO REGIONAL STANDARD DRAWING G-4B. @ CONSTRUCT ROLL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-4A, TYPE A. @ CONSTRUCT VALLEY GUTTER PER DETAIL 2, SHEET 18. WIDTH AS NOTED. @ CONSTRUCT CONCRETE SIDEWALK PER SAN DIEGO REGIONAL STANDARD DRAWING G-7. Qj} CONSTRUCT SPLIT FACE MESA BLOCK RETAINING WALL WITH CABLIE RAILINGS. SEE RETAINING WALL PLAN AND PROFILE ON SHEET 15. CONSTRUCT 6" THICK, 600 PSI FLEXURAL STRENGTH PORTLAND CEMENT REINFORCED WITH 1/3 BARS, 18" OC ON 6" CAL TRANS CLASS 2 AGGREGATE BASE COMPACTED TO 95% OF ITS MODIFIED PROCTOR DENSITY. SEE DETAIL 1, SHEET 19. CONSTRUCT DEPRESSED CURB PER DETAIL 3, SHEET 18. INSTALL BOLLARD PER DETAIL 1, SHEET 18. CONSTRUCT 6" VERTICAL CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-2. 2.1' DEPTH RIP RAP WITH FILTER BLANKET. RIP RAP SHAUL BE ROCK GRADATION OF NO. 2 BACKING, A MEDIAN STONE WEIGHT (W50) OF 25 LBS AND A MEDIAN STONE DIAMETER (D50) OF 0. 7 FT. THE 1. 1' THICK FILTER BLANKET SHALL BE 1/4" GRANULAR MATERIAL . @ CONSTRUCT CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-12. WIDTH AS NOTED. @ CONSTRUCT 1.5' THICK CONCRETE PAD. SEE SHEET 19 FOR DETAILS. @ CONSTRUCT 6" VERTICAL ASPHALT CURB PER DETAIL 6, SHEET 19. @ SECURITY ACCESS GATE TO BE BUILT VIA SEPARATE PERMIT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILS. @ CONSTRUCT CONCRETE SIDEWALK PER SAN DIEGO REGIONAL STANDARD DRAWING G-7. @ REFER TO SHEET 12 FOR TREATMENT CONTROL BMP TABLE. @ METAL BEAM RAILING TERMINAL SYSTEM PER CALTRANW STANDARD DRAWING A774. (!) @ ROCK LINED SWALE PER DETAIL 5, SHEET 18. :S; @) 1' THICK ROCK APRON 6" OF 1,5" ANGULAR GRAVEL o;5 TOP OF 6" OF 1/4" GRANULAR MATERIAL ""' IX C ' '. ,' - , .. _, ' ', ·-' ' . -r,- □ KEY MAP ORAWINa NUMBER C-118 GRADING AND PAVING PARTIAL PLAN 4 1--:a: IX w a. C <( Dl fl) ..J IX <( 0 u.. 0 ~ -0 ~ CITY OF CARLSBAD ISHEETSI l----+--t----------------+--+---+---.,1-------f L__J:!__j ENGINEERING DEPARTMENT 37 f---+----+----------------+---+---+----+---1 ~ i 1----------------,----W-A-R-NIN_G ___ ~S-C-A-LE_A_S_I_N_DI-CA_T_E_D _________ _,,-------------------..----------------o---------,,-A-S--8-U_I_L_T-,,--------tf----_ -_-_--If--_-_-_ 7_f_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_:-_ -_-_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ t+---_ -_ -_ i-+---_ -_ -_ t+---_ -_ -_ 7-t---_ -_ ---=1 ~ 0 ~::~M:E~:~~:G:~~:-,,a (~ POSEIDON WATER. ARCADI GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT -:; DATE APP~, Yn~A~I ~ IF THIS BAR DOES KSD ; ... ~ RCE EXP. --,'4,J.J.1 NOT MEASURE 1• .'I!~ ENGi EERING MANAGER PE 41204 EXPIRES 3 31 15 DATE i ~~ ~~A~c~~s · "' IDE REVIEWED BY: 1 DWN BY: s.PEDRoZA PROJECT NO. DRAWING NO. _ KIEWITSHCA ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN ~ L--------------L-------..l.---------..l--.!.l:.~.:.!l!:....-..L _______ ..;~:":":'"':"'"'==--------L----1-ec_h_n_o1_og_ie_s_1_1d_. ___ ...1. __ ,!.!:1N:!,:S!!;P,!;EC:::,T!.;O:!!:R:..... ________ ...,!D~A~TE.:.. ___ .J..E_NG-1N_E .. ER __ OF_wo __ RJKL.---R-E_v_1_s_1o_N_D_E_s_c_R_1_P_T1_o_N ____ Lo:;TH.::.E:;R .. A;:_PP .. R::.o.::.vA:L.J...;:c .. 1TY;,..;AP .. P .. Ro:.v .. AL:.l.::R;;:v::wo::::::::B::Y:::J;;:.P;;:R;;:10;;:R:::_:==::R;;:P=0::5;;:-1;;:2A==;;;::;:=;;:4;;:6;;:3;;:-6;;:D=::.J tO 9. w ..... "' I u , I -I / ·-/ . --/ _..,.- / - I I .. ,, ---/ I· / I ' . I // I ,-I / • / ' I ' I \ / / / _,, / TREATMENT CONTROL BMP VEGETATED SWALE D ✓ / / / / / I I I / I ,,./ I / __ .,, / ...- I • I I / / . // / / I / // ''-/"-,,/ -/ "' r· -' --/ // I --/ I ......; / ' REQUIRED TREATMENT CONTROL BMP TABLE BMP TYPE PER CASQA TC 30 ! I I j - ( I "' f \ ./ ~ OWNERSHIP PRIVATE // / /' __ / __ 94 LF LENGTH: DESCRIPTION 3% SLOPE; 0 FT BOTTOM; , I I ,, .' / / / 3 TO 1 SLOPE; 6 IN DEPTH I i EXISTING FENCE SEE GENERAL NOTE 4 . y---1······ L -: . .I. . I ' j : • . . I ELECTRICAL DUCT BANK. /f . .;,, SEE E.LECTRICAL PLANS FOR , \ DETAILS /: \ / /.·. I ' l, ,. , / ,,.., \~!.B I I ' __ LIMITS OF WATER PLANT INTAKE/DISCHARGE EASEMENT I ---SEE GENERAL NO~ 1-__ l _ ---I __ _J ·· .. ····'□··· .. ---- /·"·-" ,· .. ,c "- ' . ; '· '' - "' s ' ' . . • I I\ I ' I , VI I. I I I I I I I . I I I 5 9 SY I / \ IJ I ro . END OF CURB I j I MATCH EXISTING I P: 23.9± \ N: 1995515.903 / E: 6229209. 917, ( \ \ SAWCUT LINE \ I l N \ \ I I \ ' I / . ,, \ CG -· ' , I I I I I rEXISTING PIPE / • SEE GENERAL NOTE 4. I I </ I r I I /EXISTING CULVERT Yi~ I SEE GENERAL NOTE 4 . . ~EXISTING INFRASTRUCTURE 1, . SEE GENERAL NOTE 4 \ I _; . . ' II/ / I . ( ' \ _EXISTING I/ I EOP -~ I I l I ,.,, I - CONSTRUCTION NOTES: (j) CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT ON 13" CALTRANS CLASS 2, AGGREGATE BASE, T.I.: 7. @ CONSTRUCT DEPRESSED CURB PER DETAIL 3, SHEET 18. @ CONSTRUCT 6" VERTICAL ASPHALT CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. © REMOVE AND REPLACE IN KIND EXISTING ASPHALT PAVEMENT . 2.1' DEPTH RIP RAP WITH FILTER BLANKET. RIP RAP SHALL BE ROCK GRADATION OF NO. 2 BACKING, A MEDIAN STONE WEIGHT (W50) OF 25 LBS AND A MEDIAN STONE DIAMETER (D50) OF 0.7 FT. THE 1.1' THICK FILTER BLANKET SHALL BE 1/4" GRANULAR MATERIAL. '· © ROCK LINED SWALE PER DETAIL 5, SHEET 18. GENERAL NOTES: 1. LEASED PREMISES, EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012, 2. SOIL COVER SHALL BE 1-FOOT MINIMUM OVER THE TOP OF FOOTING. 3. ALL ROAD NORTHINGS AND EASTINGS ARE TO THE FACE OF CURB. 4. EXISTING INFRASTRUCTURE MAY BE REMOVED AND REPLACED OR DEMOLISHED DEPENDING ON AGREEMENT WITH NRG (OWNER). 5. NO PERMANENT GRADING SHALL TAKE PLACE OUTSIDE OF THE LEASE AREA UNTIL A LETTER IS PROVIDED TO THE CITY OF CARLSBAD INSPECTION STATING APPROVAL TO DO SO BY NRG. LINE # L21 L22 DRAWING NUMBER C-119 LINE TABLE LENGTH DIRECTION 116.37 N66' 31' 21.61"E 174.84 N66' 31' 21.61"E 0 10' 20' 40' KEY MAP GRADING AND PAVING PARTIAL PLAN 5 (,/) (!) z ! 0:: 0 1--:iE 0:: w a. 0 <( DJ (,/) ..J 0:: <( (.) u. 0 ~ -(.) ~"'." r-------------7,------7 .. "l~~L!.::_!~°J.~~s~~~-:_-:_-:_-:_~r---:.-=.-:.-... -_--y-----------------.------------,,--------------------.r---l--+-------------,-====+==+=~==+==l t---i--+-----------+---+--+----l--~LJQJ CITY OF CARLSBAD ISHEETSI ENGINEERING DEPARTMENT 37 hl ::': SCALE AS INDICATED _ GRADING PLANS FOR: I , ,_,oo ~:"-"'.:::::_,,, (i) POSEIDON WATER ARCADI "AS BUil T" CARLSBAD DESAIJNATION PROJECT u 1:. .CS DATE AP~D cn IF THIS BAR DOES . OG/3 : ~ G!,EN ~-VNJ. P~SKI z NOT MEASURE 1· KSD RCE EXP. · X ~ff~ ,.1..--1-, ; ~~~ ~~A~tA<te!s CN\ REVIEWED BY: 1 ENG1EERMG MANAGER PE 41204 EXPIRES 3 31 15 ~A~ C tci,: ~~~u.~.~ IDE DATE INlllAL OWN BY: • PROJECT NO. DRAWi ~ I" I" ~ technologies ltd. REVISION DESC DATE INlllAL DATE INlllAL CHKD BY· R.BUEN NG NO. => '--------------...L.--------L---------L-~ ... :!:.:i-~'!.:~~-.L------_:===:.......-------1----====:.::::.... __ _JL_,.llN!:!;S~P!E.£CT~O~R~======--==JD~A~TE[:= __ lE~N~G1:NE~ER~OF:._:wo~RjK ___ _:::~~~:,:~R~l:P~Tl~O~N---J~oTH~ER~A~PP:R~ov~A~LI~c1~TY~A~P:'.PR~o~vA~L]~RV~W~D~BY~;~J~.P~R1~0R~b::::~RgP~O~S~-1g2~Ah::::&~4~6~3~-~6go~ 0 N I " co ri 0 N ..___ .z N ;; □ u "' LINE II L55 L56 L57 L58 L59 L60 L61 L62 L63 L64 L65 L66 LINE LENGTH 27.81 15.02 106.00 16.00 2.04 25.98 2.03 14.02 106.00 19.14 22.08 0.47 TABLE CURVE DIRECTION CURVE# LENGTH N7' 11' 59.94"W C39 13.41 s22· 28' 47.o5"E C40 34.98 N67' 31' 56.51 "E C41 7.44 s22· 28' 47.0B"E C42 4.71 N6T 31' 22.80"E C43 4.71 s22· 28' 49.24"E C44 3.33 S67' 31' 12.94"W C45 10.79 C46 18.38 s22· 28' 47.05"E N6T 31' 12.94"E S22' 29' 53.67"E NT 11' 59.94"W N62' 03' 48.21 "E TABLE RADIUS DELTA HJ.DO 76.84 30.01 66.78 5.00 85.22 3.00 90.00 3.00 90.00 2.00 95.44 9.00 68.67 10.00 10533 CONSTRUCTION NOTES: G) CLEAR AND GRUB TREES/SHRUBS TO THE MINIMUM EXTENT NECESSARY TO PERFORM WORK. DEMOLISH PAVEMENT, CURB AND SIDEWALK. DEMOLISH OR REMOVE AND SALVAGE SITE FEATURE PER OWNER'S REQUIREMENTS. REMOVE FENCE. EXISTING TREE TO REMAIN PAINT 4" WIDE, WHITE PARKING STRIPE. CONSTRUCT 3" ASPHALT PAVEMENT ON 8" AGGREGATE BASE PER SAN DIEGO REGIONAL STANDARD DRAWING G-19. @ ASPHALT REMOVED DURING CONSTRUCTION TO BE REPLACED IN KIND AND GRADE. @ ALL CONCRETE JOINTS WHERE APPLICABLE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING G-10. ' _,_ __ _ GENERAL NOTES: 1. LEASED PREMISES, EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2D12-D809223, DATED 12/24/2012. 2. PROVIDE AT LEAST 1 POLE SIGN FOR EACH GROUP OF COMPACT SPACES. 0 10' \ \ \ I 20' DRAWING NUMBER C-120 LIMITS OF INT AKE/DISCHARGE EASEMENT SEE GENERAL NOTE 1 I I KEY MAP I I I I I I 1~ I-I~ (/) GRADING AND PAVING PARTIAL PLAN (I (/) <.:) z ! 0:: 0 1--:E 0:: w 0. 0 <( Ill ~ 0:: <( 0 LI. 0 ~ -0 f"sHEEil CITY OF CARLSBAD I SHEETS I l------1---1-----------------1---4----l----l---1 LJ1_J ENGINEERING DEPARTMENT 37 1----+--+----------------+--+---+--+---I • "'1---------r-------,~--------------------------------~------------J--i-----t-----------t--t----t--t---i "AS BUILT" 8 SCALE AS INDICATED Os WARNING ~ ; 0 ~:::AM:E~:::~G::::_,20 \~ POSEIDON WATER. ARCADI GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT NOT MEASURE 1• ~ l--~~:;:;:~~__!:~-===:,__--,--------[==r==::r:==============~r:==::r==c=::r==i ENG~NG MANAGERPE41204 EXPIRES 3 31 15 DATE "'iaiil"'t IF TH1s BAR ooEs KSO ;,•:,~~ .... I DE RCE EXP. DATE i----+---+---------------1--+--+---+----1 A-P--~~F-=+-o~K~-➔2=~l:.c..:..K.""'~~N .... ,_Es_K_, ----ap~J THEN DRAWING IS REVIEWED BY: NOT TO SCALE DWN BY: · E o PROJECT NO. DRAWING NO. ~l'mM~~ t h I . ltd DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: R.BUEN RP 05 12A 463-6D ~ L _____________ _L _______ J_ _________ L_!f:;t:]! __ J_ ______ ~::-:-=~-------L ___ :e:c:n:0:0:gi:es:,::· ___ _l _ _JIN~S~P1E.£CT!!O?J:RL.,_ _____ .:__:=Jb~A~TE[:=--1E~N~G1~NE:ER~oF~wo~R~K L __ _:~::~:::::__:::_ ___ ~oTH~ER:_;A;:P:'.PR~ov~A~L j_,:'.C1~TY~A;:P:PR'.::o'.:'.'.vA~L~~RV~WD~!BY~:::J~.P~R1~0R~~::::~~~-~;::::::~~~~~ -< co I u c- cri " -C 0 i I ' 18 SW: 40.75 N: 1995671.255 E: 6229543.212 ~•11------, -----____ .i:::;:==·\ ·-SW: 40.88 . --N: 1995673.116 p 6229542.412 SW: 40.89 FG: 41.69 SW: 41.55 N: 1995679.310 E: 6229532.067 SW: 40.71 SW: 41.67 N: 1995668. 328 E: 6229505.332 SW: 41.2D CROSSWALK PAINT 12" WIDE WHITE STRIPE @ 7' O.C. SW: 41.28 SW: 41.70 SW: 41.59 N: 1995657.049 E: 6229493.766 RO/ADMIN BUILDING (AREA 500) TC: 41.35 SW: 40.65 --- G: 39.27 N: 1995648.158 E: 6229492.D33 1 PERMANENT TWO-BIKE CAPACITY RACK SW: 41.65 N: 1995649.365 E: 6229466.447 SW: 41.59 N: 1995646.208 E: 6229467.755 SW: 41.41 N: 1995662.363 E: 6229444.026 SW: 41.33 N: 1995661.599 E: 6229442.178 7 r----....__ FG: 41.70 1 9 SCALE: 1 "-1 O' 1REATMENT CON1ROL BMP PERYIOUS PAVEMENT B VEGETATED SWALE B I , "· N: 1995668.827 \c' 6229532.0?6 PC SW: 41.23 TC· 39 51 '--++-II N: 1995674.152 . . . E: 6229529.873 G. 39·01 I / 2' SW: 40.64 14 N: 1995666.161 E: 6229510.558 PT TC: 40.01 G: 39.51 PT ~ 0 '.:j . !) TC: 40.22 . G:39.72 I·' PT TC: 40.D7 G: 39.57 I ! ' j PC / T~: 40.04. · G: 39.54 ' I I I o.3□% I I , I I l I I I / I I I I I ' ' I I I ~1 ,~ -, I I I 8 TC: 39.61 G: 39.11 l PC ~ \ I 9'X19' ADA PARKING SPACE 13 W: 40.22 N: 1995659.962 6229508. 794 RAMP W/ MONOLITHIC CURB SW: 40.22 SW: 40.13pc TC: 39.58 _ ,./ G: 39.08 .,...---.-- Fl=I-M':~;"$f Jjj'~i:··; ll=1=t==r"i ,,}., ,, •(.!.""·"'·""' ,'•"-""' -~ i,;rn:AL, CROSSWALK IPAINT 12· WIDE WHITE 2' 38.891 '? TC: 39.69 SW: 39.19 ! STRIPE @ 24" O.C. I * ~----~SSY ~------'I' 4' 0 ...., SW: 41.30 N: 1995643.344 E: 6229451.895 SW: 39.27 N: 1995615. 999 E: 6229505.339 PT I II ·- sw, 39.31 N: 1995611.274 E: 6229493.917 - '· ,---· y.·:- _ _1, TC: 40.05 \ G: 39.55 l/1 . TO: 39.77 G: 39.27 PT TC: 39.89 G: 39.39 39. 7 (2 SPACES) CLEAN AIR VEHICLE PARKING SPACE (1 SPACE) ,, PC , ~ TC: 39.66 .. ' 3701H3/\ G: 39.16 'dlV N\1310 ---- L16 SW: 39.25 END DEPRESSED CURB TC: 39.58 G: 39.08 N: 1995591.407 E: 6229502.137 PT TC: 39.68 G: 39.18 WHEEL VEGETATED SWALE B -- STOP (TYP) ~./_,/' 10'X19' PARKING SPACE (2 SPACES) FG: 38.48 ;/':/ / / / :.--- ! ) i VI I I 'I--, I ?--;;~, 7 ·~~ . r / /, I [~,~~--~-/ ~; / : // /./. /~- ' LOT AND BASIN ENLARGED PLAN REQUIRED TREATMENT CONTROL BMP TABLE BMP TYPE OWNERSHIP DESCRIPTION PER CASQA SD-20 PRIVATE 3,306 SF AREA; 8B2 CF STORAGE TC-30 PRIVATE 2,932 SF AREA; 1 % SLOPE; 2 FT BOTTOM; 2 TO 1 SLOPE; 14 IN DEPTH 10'· TYP I PC TC: 40.36 G: 39.86 , I ./ -1-/ / I I I CJ) N I I I I I I ' ;;:; N ' t0 ' I TC: 40.52 G: 40.D2- I I . I I t0 I " t0 ,..., <£> ,..., ' ' -APPROXIMATE LOCATION OF . UNDER DRAIN WELL ·1 /~-- END OF CURB/ TC: 40.40 :-,C?i I \ G:39.90 /' / I / . ' I REFUSE BIN ENCLOS N: 1995517. 788 E: 6229581. 308 FG: 39.90 I I ' _), l' ~-, I , I I -: 41.37 ~ " I I ) / r ! I CONSTRUCTION NOTES: G) CONSTRUCT 6" VERTICAL CURB PER SAN DIEGO REGIONAL STANDARD DRAWING G-1. UNLOADING AREA HAYE PAINTED IN IT THE WORDS " NO PARKING" IN LETTERS NO LESS THAN 12" HIGH AND LOCATED SUCH THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS PER THE CALIFORNIA BUILDING CODE TITLE 24 SECTION 11298.3.3. PER THE CALIFORNIA BUILDING CODE TITLE 24, SECTION 11298.4 INSTALL 17"X22" SIGN WITH LETTERING NOT . LESS THAN 1" HIGH STATING: "UNAUTI-IORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHED PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAMED AT ___ OR BY TELEPHONING ___ . ." CORRECT INFORMATION TO BE DETERMINED AND TO BE FILLED IN ON THE BLANKS AS PART OF THE SIGN. © SCREEN WALL TO BE BUILT VIA SEPARATE PERMIT . SEE ARCHITECTURAL AND S1RUCTURAL PLANS FOR DETAILS. @ INSTALL ADA PARKING STALL WITH ACCESS AISLE PER SAN DIEGO REGIONAL STANDARD DRAWING M-27A. CONSTRUCT PERYIOUS PAVEMENT, T.I.: 7. SEE DETAIL 3, SHEET 19. LANDSCAPE AREA, REFER TO DRAWING 464-3L. CONSTRUCT 4• ASPHALT CONCRETE PAVEMENT ON 13" CAL TRANS TYPE 2 AGGREGATE BASE. T.I.: 7 .. CONSTRUCT REFUSE BIN ENCLOSURE PER CITY OF CARLSBAD STANDARD DETAIL GS-16, TYPE A. CONSTRUCT 4' CONCRETE SIDEWALK, UNLESS OTHERWISE NOTED ON PLAN, PER SAN DIEGO REGIONAL STANDARD DRAWING G-7. SURFACE CONCRETE SHALL BE FINISHED SO IT IS SLIP RESISTANT PER CALIFORNIA BUILDING CODE TITLE 24, SECTION 113B.7. @ INSTALL ADA PARKING PAVEMENT SYMBOL PER SAN DIEGO REGIONAL STANDARD DRAWING M-29. INSTALL ADA !f'ARKING SIGN PER SAN DIEGO REGIONAL STANDARD D~AWING M-28A WITH VAN ACCESSIBLE SIGN PER SAN DIE(;O REGIONAL STANDARD DRAWING M-288. CONSTRUCT DEPRESSED CURB PER DETAIL 3, SHEET 18. CONSTRUCT VALLEY GUTTER PER DETAIL 2, SHEET 18. 2.1' DEPTH RIP RAP WITH FILTER BLANKET. RIP RAP SHALL BE ROCK GRADATION OF NO. 2 BACKING, A MEDIAN STON!:'. WEIGHT (W50) OF 25 LBS AND A MEDIAN STON!:'. DIAMETER (D50) OF 0.7 FT. THE 1.1' FILTER BLANKET SHALL BE 1/4" GRANULAR MATERIAL. PAINT 4" WIDE, WHITE PARKING STRIPE. ALL CONCRETE JDrNTS WHERE APPLICABLE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING G-10. @ CONSTRUCT If' VERTICAL CURB AND GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-2. ® l(E'FIJ51: 151N ~IIIGlOSVRE' MATfltlALS At,11) C.OUJRS SltAll 61: llft IFNI E'O AND APf'R.llVEJ? 1 BY nil' CrlY f'l..6.Nt-lE( ffit~ TO CQ,iSTRUCT16t-.. GENERAL NOTES: f/) (!) z ! 0::: CURVE TABLE LINE TABLE 1. LEASED PRElvjlSES AND EASEMENT LINES ARE FROM TI-IE LJ;GAL DESCRIPTION DOCUMENT 2012-0809213, DATED 12/24/2012. . 2. NO PERMANE~T GRADING SHALL TAKE PLACE OUTSIDE TI-IE LEASE AREA UNTIL A LETTER IS PROVIDED TOL CITY OF CARLSBAD INSPECTION STATING APP,,OVAL TO DO SO BY NRG. C 1- CURVE# LENGTH RADIUS DELTA C6 7.85 5.00 90.00 C7 4.71 3.00 90.00 CB 4.71 3.00 90.01 C9 4.71 3.00 90.00 C10 4.71 3.00 90.00 011 7.85 5.00 90.00 DATE LINE # LENGTH L9 6.38 L10 15.14 L 11 101.50 L12 16.49 L13 4.00 L15 59.88 L16 46.00 L17 15.00 L18 14.86 L19 6.30 L66 3.51 DIRECTION N22' 28' 36.39"W N67' 31' 23.61"E N22' 28' 36.39"W N67' 31' 23.61"E N22' 28' 36.39"W N22' 28' 36.39"W N22' 28' 36.39"W N67' 31' 23.61"E N67' 31' 23.61"E N22' 28' 36.39"W S67' 31' 23.61"W K"EY MAP 3. INSTALL SIGN,S DISPLAYING THE INTERNATIONAL SYMBOL OF 1CCESSIBILITY INDICATING TI-IE DIRECTION Tq ACCESSIBLE BUILDING EN1RANCES PER THE CAL,IFORNIA BUILDING CODE TITLE 24 SECTION 11178.5.7 AND 11278.3. SIGNS TO BE LOCATED AS APPROPRIATE TO MEET THE REQUIREMENTS. 0 10' 20· DRAWING NUMBER GRADING AND PAVING C-118A p ARTIAL .PLAN 7 . -:le 0::: w IJ. C ~ al f/) ..J 0::: < 0 u.. 0 ~ -(.) ~ CITY OF CARLSBAD I SHEETS I l---+--l---------------+--t---t---i-----tL.1£j ENGINEERING DEPARTMENT · 37 1---1--+----------------+---t---+--+---I GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT 0 ~ ~ 0, w I 0, 0 <( " I u C "' u 0 "' C "' 0 CD 0 0 0 ~ 0 a: • 0 u u, I a. " I e; I u I 0 :,] / 5 9-~ w w T ~ "' ~ ,n ':/ / cl "' i I SLOPE: 2: 1 MAX LIMITS Of GRADING MATCH EXISTING EXISTING GROUND LIMITS OF GRADING MATCH EXISTING SLOPE: 2: 1 MAX WATER PLANT LEASED LINE WATER PIPELINE EASEMENT WIDTH VARIES 21.81' SCREEN WALL 11.22' 6" VERT CURB & GUTTER 24• r /c 4.80' 1' MIN 1' MIN EB 6" VERT AC CURB SECTION NTS 1 WATER PLANT LEASED LINE WATER PIPELINE EASEMENT 2% MIN WIDTH VARIES PAVEMENT 24' F/C 6" VERT. AC CURB 6" VERT. CURB & GUTTER • 4" AC ON 13" AB * VARIES. SEE PLAN FOR DETAIL EB ~~CTION 5 1' 4.23' I 2% I MIN SCREEN WALL 1.26' PRODUCT WATER TANK 26.58' 20.85' VARIES 19' SLOPE: 2: 1 MAX (!) CROWN LINE 31' WATER PLANT LEASED LINE 1' MIN SLOPE: 2: 1 MAX SECTION 9 NTS 24' 19' 'M-iEEL STOP (TYP) '/re~~=~~~E~'""~-q,;~~s"(z~,....,1 b~ATCH EXISTING EXISTING GROUND • • --w ~~0(0'-'0 . z / ✓/ 7)-: \ MATCH EXISTING PAVEMENT :ii z \_ .. 3• AC ON 8" AB , Q EXISTING PAVEMENT ~Ill * VARIES. SEE PLAN FOR DETAIL Ill WW 0"' 5 0.. 0W "'0 1 2 0.. PRETREATMENT (AREA 200) 12' 2: 1 MAX SLOPE VERT. CURB PER PLAN 10' f /C ' __ J - 1.30' REVERSE OSMOSIS/ CLEARWELL AREA 500/AREA 220 LIMITS OF GRADING MATCH EXISTING 2% MIN SLOPE PAVEMENT 4" AC ON 13" AB EXISTING GROUND SLOPE: 2: 1 MAX *VARIES. SEE PLAN FOR DETAIL EB SECTION 2 SOLIDS HANDLING SOLIDS HANDLING DELIVERY PAD SEE DETAIL 1 SHEET 19 ~--~ NTS 21.33 PAVEMENT 4" AC ON 13" AB 25' F/C 5.91' 2' BUFFER TANK 2% MIN • ~ 1/.• , ,c, 6" VERT, CURB & GUTTER * VARIES. SEE PLAN FOR DETAIL (!) ~~CTION 6 1' MIN EXISTING GROUND MATCH EXISTING VARIES POST 1REA Tivl ENT 2% MIN SLOPE FROM THE STRUCTURE PAVEMENT 16' F /C 6" VERT. CURB 6" VERT CURB & GUTTER 0.74% 4• AC ON 13" AB ~. ,, PAVEMENT 4" AC ON 13" AB 6" CURB & GUTTER * VARIES. SEE PLAN FOR DETAIL •• SLOPE: MIN 2% -MAX 3: 1 ® ~~CTION 3.12 SUCK BACK TANK 2% MIN SLOPE FROM TI~E STRUCTURE 10 @) ~~CTION 13 WATER PLANT LEASED LINE WATER PIPELINE EASEMENT WIDTH VARIES VARIES 1' MIN ~, 7 37.40' F /C I I 6" VERT. CURB 6" VERT. CURB AND GUTTER • ' ''~ ~~ SLOPE: 2% MIN . <v,,% PAVEMENT 4" AC ON 13" AB HP/GB * VARIES. SEE PLAN FOR DETAIL (DSECTION 3 7 · NTS SCREEN WALL 0.83' • V WATER PLANT LEASED LINE I VARIES PRODUCT WATER TANK 2% MIN SLOPE FROM THE STRUCTURE 1' I FINISHED -»--___:__ I GRADE LIMITS OF GRADING MATCH EXISTING EB SECTION 7 NTS 25.43' 18' 2.BS; / SCREEN WALL CHEMICAL STORAGE/ TREA TivlENT CONTAINMENT . 1RENCH DRAIN SEE SHEET 7 FOR DETAIL PAVEMENT 4" AC ON 13" AB SLOPE: 2: 1 MAX . UNDERGROUND STORAGE PIPE. SEE STORM DRAIN PLANS FOR DETAILS 1' MIN 3.87' CHEMICAL STORAGE LANDING PADS PAVEMENT 15.64' 10' f /C 6" VERT. CURB 6" VERT CURB & GUTTER 2.10% 1. 77' POST TREATivlENT 4" AC ON 13" AB 2% MIN SLOPE FROM THE STRUCTURE EB VARIES VARIES VARIES SECTION 8 NTS VARIES SECTION 4 NTS WATER PLANT LEASED LINE PROPOSED GRADE EXISTING GROUND LIMITS OF GRADING ELECTRICAL BUILDING PARKING AREA WATER PLANT LEASED LINE WHEEL STOP 6" VERTICAL CURB • VARI ES. SEE PLAN FOR DETAIL @) ~T~CTION 11 DRAWING NUMBER GRADING AND PAVING C-121 A TYPICAL SECTIONS V, (!) z ! IX C 1--== 0::: w C. C <C al V, ..J 0::: ~ LL 0 ~ -0 ~ (-, 0 <( u <( / i--------t---;--------+-+------+--+---1----+--l ~ CITY OF CARLSBAD I SHEETS I 0 L___1lj ENGINEERING DEPARTMENT 37 G: 81------------.-------y,:S:;::CA;:;L-;;E•A~S-;;IN:;;D;;;IC:;;A-:;:;TE::;;D;---,---"'!.-~-~-"!'--..--•-----------------,,-------------r------------------_j ~--GRADING PLANS FOR: ~ WARNING ~ (Q "AS BUILT" CARLSBAD DESALINATION PROJECT ~ 0 DATE DECEMBER 2013 llJ, POSEIDON WATER ARCADI -FILENAME 1300-C-GP-MP-121A ~ u " o. C 51822 DA TE AP~Dy:. /2L~E~K. m!V Fl SKI bl-If THIS BAR DOES , Of;130I , ,., RCE ~~ i5 NOT MEASURE,. .u;. KSD ~ t-__:~~;:;=~__:E~X~P:...:-===---------{==+==+:==============t===t==i==r=j , ~ => THEN DRA\IING IS VI\. · ·. • IDE REVIEWED BY:E -N-'\,l'NE:.,,E=Rlc.;NG~MA-:,NceAG'-"E~R ~P-"'E "'41!!CJ20L4_E_X-PIR_E_S_3_3_1 _1_51J TE ~ NOT TO SCALE r.""f 1 c ~~MR DATE INITIAL DWN BY: S.PEDROZA PROJECT NO. DRAWING NO. ~ ·,.,-=-~ technologies ltd. REVISION DESCRIPT O DATE INITIAL DATE INITIAL CHKD BY: R.eurn "------:-_______ _,., _______ .._ _______ ':""'"_.__...,::::.;.~:.:...--L-------------=-------__JL _____ :_ ____ ...J.. _ ___!IN[!Sf'~EC£:T~O~R ________ ~D~A!!TE~ __ _J_::EN:Gl:NE~E:R_::0F:_w:o:RK1_ __ _.:..:~::.:.:.:...:.::::..~l::N:_ __ _j.,:D::'.'.TH'.:'.ER'._AP:::'.PR:::.ov~A:.L.LC~ITY~A~PP:RO~V~AL~~R~VW~D~B~Y::;;:;J~.P!Rl~OR~~;:::;~R~P~0~5~-~12~A~;:::;~~4~6~3~-6~D~~ en N co ',i u C • 1l 0- ~ D D r---N ;-; ~ D u N I Q. :, I Q. "' I u I 0 D '" -:::; 5 u / ~ w w i7i / ,,., 0 ~ <O ,,., ~ O' I 60 I 60 50 SCREEN WALL-=::\_ ,_ _WATER PILANT LEASE LINE---._ PRO+f-0-SE-D-GR_A_D~--------\ --i-------PRETREATMENT ' 6" VERT. CURB ._I_--\-\_----H, d+---+----l-----l---(A+R-EA_2_0_:0)__J PROPOSED GRADE , ' \ SLOPE=3:1 -t-_ W/ GUTTER r-\ i-----t-----+1-----'¾ ".----------11-----,1-''.__ 6" VERT. CURB I '\ 50 ,-MATCH '\_ / JARIES _ I-, --'-------.'<:-'\-\-\-+-1+--2%-. -MI-N-l--l-+----1---------l 40 r------+1-/~E~X~IS~TIJNG:::::?'" '\~~~~~==i~~~~1=:~~,'g\,~~t~t:I:iiii_;_;+;_;_~~--~-=-=_++=-=-=-~-~ J -------------J..---,--V J' I / r--\ ""' ------ 40 30 20 50 v -4" AC ON 13" AB EXISTING I/ PVC-8"-F /L-1/ , t-G_RA_D_E_--+ ___ PVCl-s· -c':1'°!.i!..:"''=f-------!r<:'.""--.....:::~~:,__+----;,+..-+----l----_j_---_J 200-GRP-72"-SW-018 / ..__,_ .... \ I' I'\ 30 >-----L--INV EL: 30, 71 ----;;--::--::"~-=-~----=--:-:-----+-~J....l1~•\..!l;L 1 __ -l-___ _i ___ _J 200-GRP-60"-SW-008 / INV EL: 24.74 ' -20 0 20 / 1 ' SECTION 1 '-6 ~ SCALE: 1" = 10' - SCREEN WALL\ I 11 I >-----L--6" VERT. CURB 6" VERT. CURB- PROPOSED GRADE \ I' 200-GRP-42"-SW-020 INV EL: 25.00 40 20 60 40 SLOPE~3: 1 -I'--. I'\~ -VARIES -\ ~M~A~T~CH~=r----1L>,;-'"j?~?""11 ~~~~~~~-----~~~~~~~~+t---CLEARWELL --f-------1 EXISTING-1, ----------:-c. 1/ I j> / ---.,,__ \ (AREA 220) ---- 30 / PVC-8"-F /L-llj ~ · ., \ I-EXISTING u p "-PR-l/'t=if----bl==l=+H-----+~'----1===1=1===---1----1----GRADE -VC-B -r '"' '--.. ~ 20 \.__CONCRETE PAD. SEE DETAIL 1 SHEET 19. . ' WATER PLANT LEASE LINE-,__ \_ I I i--------t---+------¾ 'ci-----ji----\.--+---PERVIOUS PAVEMENT -SEE SHEET 6 AND 8 FOR LOCATION ---1------ 10 0 o+oo 0+20 /2 8 - 6" AC ON 11" AB SEE SECTION 3 SHEET 19 • • ~+-200-GRP-72" -SW-018 INV EL: 26.63 0+40 0+60 0+80 1+00 SECTION 2 SCALE: 1" ~ 10' NOTES 50 40 30 20 10 0 1. INVERT ELIEVATIONS SHOWN CORRESPOND TO LOCATION OF SECTION CUT ONLY. 50 40 30 20 10 ' \ . -- 60 60 50 i------,---t----+---+---+-----1-------1------'-./.,----= DEPRESSED CURB / SEE DETAIL 3 -50 SHEET 18 6" VERT. CURB ----,'+-----1-,------1. PROPOSED PROPOSED GRADE / / GRADE - 40 i-----1----S--JLO_P_E_=_3:_1_+-------__., \~_-,,,+~-::,' _:...,,f~,~:'."""'~~-~0~,3~0~%~-±~,~~=t-..J==I====~ 40 1--MATCH EXISTING-=\--t-----::::::i--~"7__,....);;:'~,,,:'.:_t----f---"-----1f------t---~~~---J-----.l---_J 30 20 -40 <I// \__~4• AC ON 13" AB EXISTING GRADE -20 0 / 3' SECTION 3 8 SCALE: 1" = 1 O' 20 40 30 20 60 LIMITS OF INTAKE/DISCH~RGE EASEMENT I I i----t-----t----+---+---+----+----1------1----_J-6• VERT. CURB~--'r--+-----+il., r-'---METAL BEAM GUARD I I \ RAIL PER CAL TRANS ~ 4" AC ON 13" tB\ 1, DETAIL 14, SHEET 19 I • 1 \ / I / CONCRETE ---i-----l---1 '° I re" VERT. +-----'l'----4==• ~ec-h;;2'M_ASPHALT _ j PROPOSED -1 ., 1 -, CURB , / 'TO:""'w: _,n,,-,-_,,,...--_,+-----.J---...!-_J GRADE -I'---. ' I'--. ., J\ 3 1 ....,... / k SLOPE:3:1 (TYP) --_ ~ -~--I · -lJ ~ TSP: 28.00 11_.--......-I/ ~ • I ----J---=-ELEC DUCT _ PVC-_4_-PRW ~, ~EXISTING BANK _I,,,, -/ , ~ • \I -<_ -GRADEi 1-----t----t----t--::::;;;;_,,...'f=----+----=+-"""~~~-¥1----+-t=;=l=-:J-~-~,=+="~,w---11~\ I I ~ -.., ~ EXISTING SPLIT FACE MESA ~ ~ --SWALE--' --.._ • BLOCK RETAINING WALL 1=~..--c-=t~;;;;;;;--+=::'.'.'.:'.:::::.+---~f----lr+----l--~1-J---~--L--l--=r:_L __ JL PER DWG ( 463-6C) I \ ' ' -----1-I I I LRETAINING WALL STRAP ZONE - 1----t\--~=--:--=----=:t---:::::::::-::--+--,t---+-:-::~I =1---::-::-::-----:-L-l---+-+-l---!J-(0.7H TYP) I \__ ...__ J , (SEE DWG 463-6C) MATCH EXISTING -----200-GRP-72" -SW-027 ' --INV EL:18.34 -~200-GRP-72"-SW-018 INV EL: 17,25 - 50 40 30 20 10 0 0+00 0+20 0+40 0+60 0+80 1+00 1+20 0 1+40 4 "", SECTION 4 9&17 SCALE: 1" = 10' DRAWING NJMBrn C-121C 0 Cl) ~ z ! 0:: 0 1--~ 0:: w a. 0 <( aJ Cl) ..J 0:: <( (J IJ. 0 20' ~ """""""'~ -(J SECTIONS ? !al u .: / ~ t=~~=+================i==i=jc==f=~~ CITY OF CARLSBAD ~ !,1 §"' r--------------,--===---7.,[!!~~~~=-~~~~~£_=-=-=-=-~r--..... ::~;:.;:~-;7r.::::-----------------r-----------,-------::-------------Jt1~~~~~t~~~~t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1~~~~~~~~~i~~~~~~~~~3 =LHJ~~~====E==NG~l==NE~E:::R:::IN::::G=D=E=P=A=R=TM=E=N=T===-=L_lli==7=! _ SCALE AS INDICATED i-WARNING E~ (Q ,, GRADING PLANS FOR: .,\ DATE DECEMBER 2013 ~11,0F S$/() -11.,· ~--POSEIDON WATER' AS BUil T" CARLSBAD DESALINATION PROJECT ::i"o.· ~ , .... ------1 f~i-"'(Jl"~-, ,;i,1 ARCADI • FILENAME 1300-C-GP-MP-121C ~ ::;v VVV ,-~ ~ l~!l~Jti~~o1! .r ,P-~~:12'i ! i--------:K:-:'."'.s=-:-_,:::-,-_ ------~f----O~'":,,e. ______ -Jt_~R~CiE~~~;,----=E:'.::XPc,:·.===:__ ___ DA_T_E---7~~--===-===11~;==;=⇒;;=;==;==;==;==;==;===-==;==;==;==;==;==;==:==;1=;==;=jt==;===+t=;==;=jt==;=jj r,A;'i;P~~=;;:R~· =;:;D:=,-l~~;=:::u.;=;;=_~;==;v::=;==;;~:;=:ES;;;K:;'I======~==_,=~ gi Nor ro scALE ~= civ11-d~~ · • IDE REVIEWED BY: to~-t"im.;:-i_J.J,,;"------------------l-:,.,--=:,-l----1--_j __ __J ---~ ~ 1 1111 ~ "'"OFCAIJ'i''i>'" =7'"¥.fCJ ~ R, ENGi EERING MANAGER PE 41204 EXPIRES 3/31 /15 MTE · L-------------...JL ______ _JL ________ ..1_~,~2.~-]6'.C:.;.]iJ.J _ _JL ______ _:::=""":· ":•~--~-_______ L ___ ~te~c~hn~o~lo:gi~e~s~ltd~·-__ l _ _j~~~C======--==~~=:_:_J~iD1~ATEE~~ 1 N 1 ~ 11 ~ALi __ _'.~~~~~~~~~==J~o~A~TE~~1N~111~AL~~oA~TE~~1~N111~A~L~}gH~~~D( 8 jJ~~-~s.R~P~iDuR~~~'ZAilll:::~P~R~o]JE~c~T{N~o~.=J]:D:R~Aw~_1~N~G~N~o], INSPECTOR DATE N N ER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J,PRIOR _ RP 05-12A _ 463-6D 0 N ,;, 0 N " z N " u ·c w 'O 0 O'. ~ a rn " 0 Ji WEST WALL PLAN (PER DWG 463-6C) PVC-21"-SD SCALE: 1" = 20' 80 1------lf------f------+-----+----------· -i------+-----+------+------+-------1 l--=-;f------f------+-----+------+-------+------+-----+-----+------t-----;f------60 1----1------+-I /~-BEGIN WALL-----+-------+------+----~ /-EXISTING l-----+------+----/+--IEND WALL -- t---.-..-1------,,_/,_ --_ /-CABLE RAILING -- - ---l------+---/-1--,--FINISHED GRND 40 · ' .! I 20 I I 20+00 21+00 22+00 22+75 WEST WALL PROFILE (PER DWG 463-6C) SCALE: 1" = 20' 80 60 40 20 0 NOTES 1. EXISTING SPLIT FACE MESA BLOCK RETAINING WALL WITH CABLE RAILING FOR REFERENCE ONLY (CONSTRUCTED PER DRAWING 463-6C). CABLE RAILINGS SHALL BE PER CAL TRANS REVISED STANDARD PLAN 811-47. 2. SEE DWG 463-6C FOR EXISTING RETAINING WALL DEMOLITION DETAILS. 3. FINISH GRADE AT FACE OF WALL SHALL BE A MINIMUM 1.0' ABOVE TOP STABILIZING PAD. DRAWING NUMBER C-1210 WEST RETAINING WALL PLAN AND PROFILE 1 en C, z -:: <( er:: 0 I--:e er:: w a. 0 <( C0 en .J er:: <( (.) u. 0 ~ -(.) ~ CITY OF CARLSBAD UL] t---;f----1----------------+---l---+---l--~ L1§_J ENGINEERING DEPAR™ENT 7 1----;f----l----------------+---l---+---l--~ "AS BUil T" 1i ;1---:------------.--------,::-:--:-:--=----:-::--::-:===---r--------r--------------------r-------------.r--------------------lf---;---1----------------+---l---+---l--~ O SCALE AS INDICATED --=--I - GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ~ WARNING DATE DECEMBER 2013 ®Q\\OfESS~ "~, POSEIDON WATER ARCADI ~ o ! FILENAME 1300-C-GP-MP-121D k,,.~~;;J!it~ \.~ u ~•""'-' ~ z DATE AP~R D:.-;( G. ~IN. VA P.0 SKI w OIG.\i-51822 fl: t------------------+------------1 -,/, I ,it IF THIS SAR DOES i<p.06/30/J!l •"' KSD ~I-l __ _;R~C~E~~~;:-~E~XP!:::·-===:...._--------t==r:==t:::::::==============it===t==t:==t==i {¥{31/J ~ WE\Mt;;~~i 1; c, 1-~ ~IDE r REVIEWED BY: /1, F.El¥.Nc¥::1t:i:=E~ER§!1N~G~M~AiiiNiiiAG~E~Rr=P=E=4=12==04~Ex""P~1R~Es~3/=3:!1/=15!=;;:===~o~A'rE~===~ ~ Nor ro SCALE o,cv~.,,o'<-~ "''""•"EA.,-, ~ 1-~0A=TE,,---1~1N=rn~A~L...µ.;U.... _____________ -J-_o_ATE--l--1N_rn_AL---+-o-A-TE-+-1N_rn_A-1L DWN BY: s.PEDROZA PROJECT NO. DRAWING NO. ': '"' ~1=1 t h I . S ltd REV DESCRIPTI CHKD BY· R.BUEN RP 05 12A 463 ~ L _____________ .,L _______ .L _________ L_.J.Ja2.:::~£:.-·~:!,;IJL.._.L ______ _;====--------...l----e-c_n_o_o.:.g1_0 __ . ___ _j_ _ _,1IN[:!;S~P!E£CT~02J:Rl..,_.....,.. _______ ..!D~A~TE~---lE:N:Gl:::NE:ER::..:::OF:..:::WO:RJK ___ _:.....:.:IS:..IO:.N..:..:.:.:.:...:......:O~N---..l~OTH=ER~A:::P:PR:::_ov:A:.L.L::'.CITY:.:_:A:::P:PR'.'.'.O:.'.VA~LJ.!:2:RV::W::D:;::BY::;::J::.P::Rl::OR=-=:::::::::::::::-::::::;::::~::::::-::6:;:D;:!J ) al, en 0 .... w ..... w ;:, cl :,; u C • TI 0 D' i! 0 0 E 0 0 TI ~ 0 "' ~ 0 w ;:, 26.58' 18.85' ~-----±=:=::::;::=:::::::::=::;::=:=:=:::±=:=::::::::=::=:=::::t._c_r-lMPERVIOUS I I I I/ LINER RO BUILDIN /MATCH RO FF E~EV:41.70 rPVC-:-6•-PRW I/ r-FINISHtD GRND / DEPRESSED CURB7 '7/ }.._~';tlATED / 8r-CABLE RAILING 40 ~;;;;g===; ,~::::::~:=::::~f,/f..L~2:::::,1~'----L.::::::f./l¥io'iwwi:"'l:3T7.9ci:i'is-+---+--~ 4" AC ON 13" AB--' 1 9 _ ~AV\XLk-,~-_l_ I""-. 1-------l------1-----'---------"--L---'-,___1 -----+-1---1--+,=EXISTING SPLIT FACE PVC-8"-F/L·I/ i AX FL~ 1, MESA BLOCK RETAINING EXISTING =----l--:.a---~'.'.lL~.---+ I J WALL (;ER DWG 463-6C) 30 1---GR~~ -~ _ / ...., ,-1---1---1-· • I l_,.,-LEASE LINE +-+--I--·'°"--,.1.--,--1--t--~ -~ I 1-----+------j~;:-f~-+~~--l+-d,:::J"~'!!=' fI •,g~•~=;'IJ+,F-,--MATCH EXISTING ' l.,., I I I/ -+-----1 50 ---.----, 50 40 30 200-GRP-12· -sw-018 1 I c TSP: 20.45~ __ 20 ~ INV ELEV: 23. 73 --=---+-J----l---'"'-'--"-.....,_.!!\'-!!..!!!-,..!l:!c~~~~'F----+----l 20 1 1 \_ 1ui~'--EXISTING RETAINING WALL 20D-GRP-72" -SW-027 , 1 SEE NOTE 1 ~INV ELEV:25.40 -===±==----------RETAINING WALL +----+--- 10 -60 -40 PVC-18"-SD INV ELEV: 28.44' ~ -20 STRAP ZONE (0.7H TYP} 0 20 10 / 1 ' WEST WALL SECTION 1 -STA: 20+86.00 15 SCALE: 1" = 10' 26.58' 18.85' 50 ..----~1====::;::::::====::::;=====:t===========:f-,.--~---~-~ 50 I I /VEGETATED I ,-IMPERVIOUS RO BUILDIN~ ,-MATCH RO FF ELEV:41.70 SV;JALE I/ LINER , 1 ~4• AC ON' 1~" AB 7 / FINISHED /,IC----1------+----I 11 1 ., GRND Ir-CABLE RAILING 40 c~~:..:.nr1l==:::j:==~==:::i.:~~:--:;::-4-=---1-/~-~L.,...,---l----l---J : • _ _ _ DEPRESSE? CURB_/ 'IJJ..,, _ Jxl _ f'-OW: 37 ·95 1 PVC-6"-PRW . ✓ r 1 FL I----=,=~--ll .1 --.....PVC-8"-F/L .• _/ 1 1 AX L---EXISTING SPLIT FACE MESA BLOCK RETAINING 30 1----+---i.+---+?-~~;;:..::::~.,-_j■i__+---l-W-WALL (PER DWG 463-SC) _ __, 1 1 ~ , ,_,__,__,_ I ◄ >---. I 1 s so· 1 ..--MATCH I I '" , I....._ _,--------k"° EXISTING BRINE IT 40 30 ■ I"' ; L.J. -,-_y 20 t~:-=-:=-=-=··c==::-:_J::-:J:G~f:.~=-=·7:rl-7'/'---_-+-+---·+·-_-_,_~_.:,-+---+l\---\c=-::f-/~+--~--=--=------i ~ 200-GRP-~2"-SW-018..:::.: I -'-PVC-18"-SD "-;~~1~1~gN~ALL -~ I\_EXISTING -INV ELEV:2~.46 -::,::'....._---1/----+--INV ELEV:28.07' --''--(0.7H TYP) --GRND 200-GRP-72"-SW-027_.J ~LEASE' LINE INV ELEV: 25.39 1 10 '------------'----------"----'-----L----'-----'------' 20 10 -60 -40 -20 0 20 WEST WALL SECTION 2 -STA: 21 +60.00 \.. 15 SCALE: 1" = 1 O' NOTES: 1. SEE DWG 463-6C FOR EXISTING RETAINING WALL DEMOLITION DETAILS. 2. EXISTING SPLIT FACE BLOCK RETAINING WALL WITH CABLE RAILING, PER DWG 463-6C. 3. FINISH GRADE AT THE FACE OF WALL SHALL BE A MINIMUM OF 1' ABOVE THE TOP OF STABILIZATION PAD. EXISTING SPLIT FACE MESA BLOCK RETAINING WALL (PER DWG 463-6C} FINISHED GRADE STABILIZING PAD 4" PVC PERFORATED SCHEDULE 80 PIPE > I ROOT BALL. SEE LANDSCAPE PLANS FOR DETAILS. SPACED @ 100' ON CENTER GEOGRID EMBEDMENT LENGTH VARIES V WEST WALL DRAINAGE DETAIL NTS I . ,--DEPRESSED CURB TENSAR UNIAXIAL STRUCTURAL GEOGRID 24" VERT. MAX (TYP) (PER DWG 463-6C) BACKFILL DRAWING NUMBER C-121E WEST RETAINING WALL PLAN AND PROFILE 1 (/) (!) z ! ex: 0 1--~ ex: w a. 0 <( OJ (/) ..J ex: <( () u. 0 ~ -() ~ CITY OF CARLSBAD L1LJ l----+---+---------------+---l-----l---1----1 L.1.§..J ENGINEERING DEPARTMENT 7 !----+--+--------------+--+--+---+-~ "AS BUILT" • iC 1---------r------,~-----r--------.------------.....-----------------------_J--i--t-----------t--t--t--t--l § SCALE AS INDICATED ~ 0 WARNING ~ DATE DECEMBER 2013 ,1;;-:~~:;~ 4(), POSEIDON WATER ARCADI FILENAME 13D0-C-GP-MP-121E /i r /f',#.J. O G> ~ 1 IF TH1s BAR oOEs -----------1 ffl ~s152z -T-) 1-----------------+------,,----------1 RCE DATE l---+--+--------------+--+--+---+---1 A_P.,,.',Z='-"-:E....,_DXc,..:_•L_..2~'1..-=:~·JJ,Z"'v""Ne:..,e.._~_s_K_i ----,t,{tf:, GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ~ NOT MEASURE 1• .00/JOIJ!L * . KS· D ~f+ 1--~~::;:;:=~:--~EX;!:P:.;-===--------t====-r=~~---===----------l--=r==r===L=~ EN~NG MANAGERPE41204EXPIRES 3/31/15 DATE w THEN DRAWING IS "' . C --IDE REVIEWED BY: 111\ -"' NOT TO SCALE ~,,,_ /VI\.. d~• ~ DWN BY: ~ PROJECT NO. DRAWING NO. ~ ·,:·0FC/\\j,'i•0'" KISWITS~,~ ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· R.BUEN ~L ____________ L ______ J_ ________ L_Zlv~trt-~-,.,,[__J_ ______ ~·0='~'-~:""':'~~-----_JL __ ~t:ec:h:no:lo~g~ie:s1:td~---_L_jjlN~S~PE~C~T~ORL=====-=~D[AT!E==--J.:EN:G:1N::EE~R~OF~w~o:RKi_ __ ~R~E:V~IS~IO:N~D~ES~C~R~IP:T~IO~N:._ __ _J~oTH~ER~AP:'.:PR~o~vA::_L,Lc:;;ITY~AP:P:'.Ro:vA~L~R~V~W~D~B~Y!;;;;J~.P!R1~0R~!::;;:;::!R~P~0~5~-1~2~A~~~4~6~3~-6~D~~ " oi I u .;; 0 g u J ,;; 0 N '-~ N C u 0 <D VJ • 0 u VJ Q_ C, u 0 g / J 5 ~ I!! ~ I ;J 8 0 ~ "' '" ., 200-GRP-72" -SW-027~ 80 80 60 60 BOTTOM OF WALIL / SP IT FACE MESA FEXISTING +------+-----l l---1------+----·-t------+-------1------1-FG MATCH TO --. __ L£=GUARDRAIL / BU CK WALL GRND f---t-----+-------1-----+--------1-------+ EXISTING GROUND / SEE NOTE 2 / (PE, DWG 463-6C I FINISHED -SEE NOTE 1\--.---,11--------+-,-l-/_1-,e.= END WALL __ -,A--/+--GRND ------11--- 4 - 0 - " .. ,, •;. d:s'~;T:', ,:.gm---+----~H-'-----+---~·-··--~-_,__ _ __, 40 BEGIN WALL 20 20 0 29+75 30+00 ( \ ----\ -/ ro r--ro * --~ r--"' ;::; ..-o ~~ "oi I rri Ii) --: . -r--: ~ ro<D vN j roN roN -N + > Cl;!: ~ c,;!:~ -c,it~ Cl Nci 0 a..n a..n n.n a..n EXISTING 96" SD '_J J: J: J: J: 31+00 INV EL: 8.1:1: }J~ > 32+00~~~ ~~~ JI ~> 32+75 ~ U) ~ ~(/)~ SOUTH WALL PROFILE SCALE: 1" = 20' NOTES 1. FINISH GRADE AT FACE OF WALL SHALL BE A MINIMUM OF 1.0' ABOVE TOP OF STABILIZING PAD. 2. EXISTING SPLIT FACE MESA BLOCK RETAINING WALL PER DRAWING 463-6C WITH GUARD RAILINGS. SEE DETAIL 4, SHEET 19 FOR GUARD RAILING DETAILS. SEE RETAINING WALL SECTIONS ON SHEETS 14. 3. METAL BEAM RAILING TERMINAL SYSTEM PER CALTRANS STANDARD DRAWING A774. 4. SEE ELECTRICAL SITE PLANS FOR DETAILS. 0 10' 20' 40' / , 0 "' ~ DRAWING NUMBER SOUTH RETAINING WALL f/) (!) z -! 0:: 0 I--~ 0:: w a. 0 <( ca f/) ..J rx: <( (.) u. 0 ~ -(.) ~ C-121 G PLAN AND PROFILE :~'. r----------,-----r ... :._sc_iiLE_ A...;.s_ 'iN_~..5A_rrJ_-_-_-J ___ -=--..... --.----------------r----------.---------------1~~~~[~=1======================1===1==~~==!~=~ ;=I ==:=:':'.I ==c=1=1=X=1N=£=!=1N=G c=DE=¾A=~=~=~=~=A=D=l==?=I ,, SCALE AS INDICATED .-GRADING PLANS FOR: ~ ~ WARNING 1 DATE DECEMBER 2013 ~~;::~ (~ POSEIDON WATER "AS BUil T" CARLSBAD DESALINATION PROJECT u FILENAME 1JOO-C-GP-MP-121G ~ /f-';..r•·. ~ 'i AR CAD I ~ '4e.ic51822 m i-------------------4-----,....-------1 DATE W ~ l~o~'~E!~~R~O~J xp.06130/J.!L ff • KSD . RCE EXP. AP~R D=,91::. ~~ Ki4N..O:ESKI " THEN oRA~Na 1s "' ft. Lbl--l!~ r~tM~ ::; Nor ro scALE <;,~ c,v11. ,v,~ • ~ IDE REVIEWED BY: 11, EN NEERING MANAGER PE 41204 EXPIRES 373111s~ft c OF cp,.1s,o'<' '"cwn '"'-'.---. ,,. DwN BY·. ~.K•LLER ']L ______________ _j_ _______ .JL _________ L _ _..ii:i::~-_JL ______ ~':'~:':""~"~:•l'-1~-------J ___ ~1~~~1~·~1~d:... ___ L_...i~f£~=======--=~~[:= __ 1:0~A~IT~~l:Nl:TIA:L1. __ ~~~~~~::~~~---l~D~AIT~~IN~ITI~ALtjjDA~IT~~IN~ITI~ALtl~~~~,1~:;;;;;;:;;;;;;~PiRO~JgEiC~T~N~Oi.:;;;;;;J~D:R~AiW~IN~G~N~O:·~ -/2,1, _,, ec no og1es , REVISION DESCR CHKD BY: R.BUEN INSPECTOR DA TE ENGINEER OF WORK IPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR RP 05-12A 463-6D I I -I, ...... 9. w ...... 0 ,li g a <D " a: ~ i ,!i. ;!l i- B ! 6 i ~ "' ~ :; ill ~ "' :ll J I ru !;; ~ "' I "' f i I • ~ ,__ • "' • "' • "' I') FILL WITH GROUT AND CROWN TOP 6" REFLECTIVE ENGINEER'S TAP (3M HIGH DENSITY YELLOW PRE SENSITIVE TAPE OR APPROVED 4" DIA STEEL POST, SCH 40, GALVANIZED E SSURE EQUAL) PAVEMENT AS SHO VIN ON PLANS\ • ~ r PAVEMENT AS SHOWN ON PLAN s 8 ROOF DRAIN ,l ~ V CONCRETE PER CITY OF • ., CARLSBAD STANDARD 0 SPECIFICATION 03000 I') <'.I ' • 4 • ~ • . " "' , a 4" 4• ,, ,, BOLLARD DETAIL NTS 22.5 DEG FITTING CONCRETE SPLASH PAD CASE 1: DISCHARGE TO LANDSCAPED AREAS @ ~SOOF DRAIN TYPICAL DETAILS PAVEMENT AS SHOWN ON PLANS FLOW LINE I AS SHOWN ON PLANS 1.5% 1.5% ,..11-,,.A,.,. _,. ,. ·• 1 /2" RADIUS, TYP ,. . " ':.:I I./ . 4 "' .;. A + + + + ,.,· -" .. ., . 4 ,,, + + + + +++++++++++++++++++ ++++ ,_ + + + -1· t + -1· + + f--jl, -I t-+ -1--1 + + + ... + + +++++++++t-+++++++++++++-t- ------_, ___ ----- PAVEMENT AS SHOWN ON PLANS BASE MATERIAL AS SHOWN ON PLANS EB ~~LLEY GUTTER DETAIL NOTES: 1. MINIMUM ALLOWABLE CROSS GUTTER SLOPE IS 0.5% 2. CONCRETE SHALL BE 560-C-3250. 3. IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION TO A DEPTH OF 12" 1.1' DEPTH RIP-RAP N0.2 BACKING W50= 25 LBS D50= 0.7 FT. CB ROCK NTS FILTER BLANKET 1' THICK. 1 / 4" GRANULAR MATERIAL LINED SWALE TOP OF SWALE INFLECTION POINT 1' THICK ROCK APRON 6" OF 1.5" ANGULAR GRAVEL ON TOP OF 6" OF 1/4" GRANULAR MATERIAL ASPHALT CONCRETE PAVEMENT 6" ASPHALT CONCRETE PAVEMENT ROOF DRAIN CB + + + + + 1 /2" RADIUS, TYP #3 REBAR + + + + + + + + + + + + ' + + + + + + + + PERVIOUS PAVEMENT , , \: ~AS~ ~A TERIAL AS SHOWN ON PLANS TYPE A 1 / 4" RADIUS, TYP #4 REBAR, TYP WEAKENED PLANE JOINT MAX 20' QC NOTES: 3" 1 /2" RADIUS, TYP PROVIDE MINIMUM 1" DROP 1' THICK ROCK APRON + + + 6" OF 1.5" ANGULAR + + + + + + + + + + + + + + + + + + + i GRAVEL ON TOP OF 611 , , , ~ , , OF 1/4" GRANULAR MATERIAL LANDSCAPING BASE MATERIAL AS SHOWN ON PLANS TYPE B /r 1 /2" RADIUS, TYP #4 REBAR, TYP ---1-------~t ~ l EXPANSION JOINT MAX 120' OC 1 /2" PREFORMED JOINT FILLER. PROVIDE SEALANT AS SPECIFIED OR AS APPROVED BY ENGINEER. 1. REBAR SHALL BE CONTINUOUS WITH 12" OVERLAP WHERE SPLICED. 2. CONCRETE SHALL BE CLASS 520-C-2500 PER SAN DIEGO STANDARDS AND SAME COLOR AS ADJACENT CONCRETE AND HAVE A SMOOTH TROWEL FINISH. CB ~~PRESSED CURB DETAIL BUILDING 22.5 DEG FITTING CURB-0-LET 90 DEG ADAPTER TO MATCH ROOF DRAIN SIZE PROVIDE FITTING AS NECESSARY 560-C-3250 PCC #4 @ 6"0C BOTH WAYS CURB-0-LET CURB DRAIN z :i %:~f____L =-:::::::=_J__ ;!;;;;J__JJ,--.----1.._:j, -----i~ _,.,'co ~ RECTANGULAR PIPE (SEE PIPE CONVERSION TABLE) 6" VERTICAL CURB AND GUTTER SECTION CASE 2: DISCHARGE TO CURB DRAIN EB ROOF DRAIN' __ __.,. BUILDING 22.5 DEG FITTING PAVEMENT PER PLAN CASE 3: DISCHARGE TO PAVEMENT PIPE CONVERSION TABLE ROOF DRAIN DIAMETER INCHES 4 6 RECTANGULAR PIPE SIZE INCHES 3X5 3X12 DRAWING NUMBER C-122 GRADING AND PAVING DETAILS 1 V, C, z ~ IX C 1--:E IX w 0. C < Ill ~ IX < 0 u. 0 ~ -0 ,... I 8 4X14 10 4X22 ~ CITY OF CARLSBAD ISHEETSI 1----+--1----------------+--+----+----1---1 L1§_j ENGINEERING DEPARTMENT 37 l----l-----+----------------+---+-----11-----+---I Jt f1----------------r----------r-----------,.---------r------------------------------------------------------------l ... __ -+---l----------------+-----l---+---+---I j "AS BU IL T" i ~ RCE EXP. DATE APP~: Lz-lv7..£:l1 i E-N-G"'~""Ern"""1N-"-G-'M"A'-NA-"G'"E"'R:,::PLE~4,,,12-::,0cc4,._E_XP-IR_E_S_3-31-15-tfi~ 3 SCALE AS INDICATED (9 WARNING ESSto POSEIDON WATER ARCADI DATE DEC EM BER 201 3 w. 0 FILENAME 1300-C-GP-MP-122 . 5 IF THIS BAR DOES .oe NOT MEASURE 1" GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ~ Q,.z REVIEWED BY: DWN BY: S.PEDROZII PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INITIAL DA TE INlTIAL CHKD BY: R.BUEN 010E K THEN DRAWING IS u NOT TO SCALE j L ______________ L _______ J_ _________ _j __ .JJ.8E::l1.,_J_ _______ .:===-------_j ___ _:.:..:.,:::,.:,:.:..:..::_ ___ .J. __ ,lllN:,;S:t:PlEC£Tr£O:J:RL.,_ ________ _JD~A~TEL ___ _rE:NGI:'.'.N:E:'.ER:..:'.'.oF:._w:□'.:RKl. __ _:R.:,E:V:1.:S:_:IO:_:N.:_:D:_:E:S:_:C:_:R,:_:l:._P.:_Tl~O::_N:.._ ___ Lo~TH~E~R'.!_Af':'.'.P'.'.:R'..::□:'.'.vA'.:_LJ__::□~ITY:_:AP:P:'.:R□'.::v'.:A:.L~R::V::W::D:::B::Y:::J~.P~R~10~R~::::::::::R::P::::0::5::-1::2::A::::::::~::::4::6::3::-6::D:::!.J 12.. r•/J technologies ltd. -,: N N I 0 g 0 ITI N ., '" Ji p ,i_ N N I Q_ :> I Q_ "' I u I g "' ~ 5 0 ./ "' i I EXISTING RETAINING WALL 'co I · ... 6" PORTLAND OC #3 RE AR EACH ;;_ CEMENT 18" l-,,.,.---,--+-----,-,---t-L-r:.........wAY ' • <I ~ .. . .. . ' . ~ . ... . . .. _ . .. '~ ·. 8.5' ROAD C/L I 8.5' PERVIOUS ASPHALT CONCRETE SEE NOTE FOR THICKNESS PERVIOUS BASE SEE NOTE FOR THICKNESS -"k-4-~:_L._-4!~:_L._-4-Y~-4-Y~c+-Y~4Y-~4Y~l-L..c4c'~~'1------DRAINAGE LAYER SEE NOTE FOR THICKNESS " . '" 4• SUBDRAIN GEOTEXllLE 6" BASE MATERIAL AS SHOWN ON PLANS (TYP) 8 CONCRETE PAD DETAIL NTS EL 41.7' 4• ASPHALT CONCRETE 13" BASE MATERIAL AS SHOWN ON PLANS 8 PAVEMENT OVER BRINE PIT DETAIL 8 NTS #4@ 1 O" TIES 2-#6 EF • .. EB PLAN NTS GUARD NTS < :;.:: '" ,)// W6X9 STEEL POST, OR 8"X8" WOOD POST AND WOOD OR PLASTIC BLOCK METAL BEAM GUARD RAIL PER CALTRANS STANDARD DWG A774 12" CONCRETE- CONTINUOUS -#5 ' #4 @ 12" CONCRETE PER CITY OF CARLSBAD STANDARD SPECIFICATION 03000 VARIES 4-#5 1/4 @ 12· 8 SECTION GUARDRAILING NOTES: 1. CONTRACTOR SHALL COORDINATE WITH RETAINING WALL MANUFACTURER SPECIFICATIONS REGARDING GUARDRAIL PENETRA llON THROUGH SOIL REINFORCEMENT. 2 MIN -3 MAX RAILING DETAIL MA TERI AL SPECIFICATIONS: 1. PERVIOUS ASPHALT CONCRETE PAVEMENT 1. 1 MIX DESIGN: SUBMIT HOT-MIX ASPHALT DESIGN IN COMPLIANCE WITH REQUIREMENTS BELOW 1.2 AGGREGATE: CALTRANS STD SPEC SECTION 39; OPEN GRADED AC ½" MAX. 1.3 ASPHALT: CALTRANS STD SPEC SECTION 92; PG 64-10. 1. 4 PRIME COAT: NOT USED. 1.5 TACK COAT: CALTRANS STD SPEC SECTION 94; CSS1 (CATIONIC SLOW SETTING); 0.1 GAL/SY. 1.6 ADDITIONAL TESTS: 1.6.1 AIR VOID: AASHTO T269; 18% MIN. 1.6.2 ABRASION LOSS; ASTM C131; 35% MAX. 1 .6.3 DRAINDOWN: AASHTO T305; 0.3% MAX. 1.7 INSTALLATION: CALTRANS STD SPEC SECTION 39; OPEN GRADED AC. 2. PERVIOUS BASE: AASHTO GRADING NO. 57. 3. DRAINAGE LAYER: AASHTO GRADING NO. 3. 4. SUBDRAIN: 4.1 PIPE: PERFORATED PVC, SCHEDULE 80. 4.2 MAXIMUM PIPE LENGTH; 75 FEET. 4.3 FILTER SOCKS; ASTM D6707. 5. GEOTEXllLE: MIRAFI 160N; OR APPROVED EQUAL PERVIOUS PAVEMENT NOTES: 1. FOR T.l.=7.0: CONSTRUCT 6" PERVIOUS AC/11" PERVIOUS BASE. 2. DRAINAGE LAYER IS 8" THICK. COMPACTED SUBGRADE 1' MIN: 95% MIN PERVIOUS PAVEMENT TYPICAL SECTION NTS EB 4" AC ON 13" AB 6" VERTICAL 6 .. AC CURB 6" NTS 6" AC CURB NOTES: 1. THE ASPHALT CONCRETEMIXTURE SHALL BE CLASS D2-AR 8000 WITH A MINIMUM ASPHALT BINDER OF 5.8 PERCENT. 2. A TACK COAT SHALL BE APPLIED TO THE EXISTING SURFACE. 3. THE TEMPERATURE OF THE MIX AT THE TIME OF PLACEMENT SHALL NOT BE LESS THAN 250" F OR MORE THAN 2B5" F. AC CURB DETAIL I V) 1-v, ~m 0 < .., _J zVl Q_J -., V) ::, ~o a.> x-wO z (J a:: ~e w a:: mo a:: ., ,,.., w £ d • N, k- 2" CLEAR (TYP) EB r #4@ 12 • o.c. 4' PLAN NTS 12" HPG CONCRETE CAP NTS · ... /FOR MED JOINT (TYP) V 1r 11 SLAB NOTE: FOR THE EXTENT OF CONCRETE PROTECTION REFER TO THE PLAN LAYOUT. 4 @ 6" o.c. FINISHED GROUND 6" THICK SLAB DETAIL GENERAL NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2007 CBC (CALIFORNIA BUILDING CODE) AND THE LATEST EDITION OF STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDlllONS ON THE PLANS AND AT THE CONSTRUCTION SITE PRIOR TO COMMENCING WORK AND SHALL REPORT ANY DISCREPANCY TO OWNER BEFORE PROCEEDING. 3. CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE ANY EXISTING MATERIALS, STRUCTURES OR IMPROVEMENTS THAT ARE TO REMAIN AFTER THE CONSTRUCllON. CONTRACTOR SHALL REPAIR ANY DAMAGES TO THE SAME THAT ARE THE RESULT OF HIS OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN WAS EXISTING AT HIS OWN EXPENSE. 4. PROVISIONS SHALL BE MADE FOR PROTECTING EXCAVATIONS AND DITCHES DURING llHE PROGRESS OF THE WORK. SHORING AND BRACING SHALL BE INSTALLED IN ACCORDANCE WITH CAL OSHA REQUIREMENTS. 5. PROVISIONS SHALL BE MADE FOR GUARDING WORK IN PROGRESS. PUMPING EQUIPMENT, SUMPS, AND NECESSARY GRADING SHALL BE PROVIDED BY THE CONTRACTOR TO KEEP EXCAVATIONS FREE OF WATER AT ALL TIMES. 6. FILL AND BACKFILL SHALL BE PLACED AROUND FOUNDATIONS AS SOON AS THE PROGRESS OF THE WORK PERMITS BUT NOT IN LESS llHAN 7 DAYS. FILL AND BACKFILL SHALL BE DEPOSITED IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN THICKNESS. BROUGHT TO NEAR-OPTIMIUM MOISTURE CONTENT IN-PLACE AND COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. BACKFILL SHALL BE BROUGHT TO THE GRADE LINE AS INDICATED ON THE DRAWINGS AND GRADED TO DRAIN AWAY FROM THE STRUCTURES. NO BACKFILLING SHALL BE PERFORMED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED. GENERAL NOTES: 1. CONCRETE CONSTRUCTION AND DETAILS SHALL CONFOl'lM TO LATEST EDITION OF ACI 318. 2. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. CONCRETE SHALL HAVE A MINIMUM SLUMP OF 3 INCHES AND MAXIMUM SLUMP OF 5 INCHES. 3. CEMENT SHALL BE PORllLAND CEMENT CONFORMING TO ASTM C-150 TYPE II UNLESS OTHERWISE NOTED. 4. AGGREGATE SHALL CONFORM TO ASTM C33 AND SHALL HAVE A MAXIMUM SIZE OF 1 INCH. 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615. GRADE 60 UNLESS NOTED OTHERWISE. 6. BAR LAP SPLICE LENGTH SHALL BE 2B INCHES FOR TOP BARS AND 22 INCHES FOR ALL OTHER BARS. 7. ALL BARS SHALL BE CLEAR OF DUST, GREASE OR OTHER MATERIALS THAT MIGHT AFFECT THEIR BOND TO CONCRETE. ALL BAR BENDS SHALL BE MADE COLD. 8. CURING AND PROTECTION: CURING AND PROTECTION SHALL BE IN ACCORDANCE WITH ACI 301, CHAPTER 12. CONCRETE SHALL BE PROTECTED ADEQUATELY FROM DAMAGE BY SUN, RAIN, FLOWING WATER OR MECHANICAL IMPACT, AND SHALL NOT BE ALLOWED TO DRY OUT FROM THE llME IT IS PLACED UNllL THE COMPLETION OF THE CURING PERIOD. CURING SHALL BE ACCOMPLISHED BY MOIST CURING OR BY APPLICATION OF LIQUID MEMBRANE-FORMING COMPOUND. CURING SHALL BE INlllATED IMMEDIATELY FOLLOWING THE REMOVAL OF FORMS. DRAWING NUMBER C-122A GRADING AND PAVING DETAIL9 2 CJ) (!) z ! 0:: C 1--:e 0:: w a. C <C co CJ) .J 0:: <( (.) u. 0 ~ -(.) ~ CITY OF CARLSBAD I SHEETS I 1----l.---1----------------+--+---+---l---l l1Q_J ENGINEERING DEPARTI~ENT 37 1---___jl..---1----------------+--+---+--+-----I GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT _, (0 0 ... w ....., I u ,, 0 " e .e .., :> 2 0 0 N 0 0, v E F "' 5 N ' v ' N i I ! NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 2. VERIFY INVERT AND LOCATION AND MATCH PROPOSED WATER LINE. 3. FOR CONNECTION TO THE CITY OF CARLSBAD WATER SYSTEM, SEE WATER LINE CONSTRUCTION PLANS, PACKAGE 5, 476-5F DWGS. 4. ALL FACILITIES ON THIS SHEET ARE PRIVATE. 5. INSTALL RESTRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINT SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 6. INSTALL WW CO PER CITY OF CARLSBAD STANDARD DRAWING S-6. D 40' 80' 160' DRAWING NUMBER C-114A OVERALL MASTER UTILITY PLAN (/) ~ z ! IX 0 1--:IE IX w a. 0 <( al (/) ..J IX ~ u. 0 ~ -(.). ~ CITY OF CARLSBAD I SHEETS I l---+--1---------------+--t---t-------j---j LfQ_j ENGINEERING DEPARTMENT 37 l--+--+-------------+---+---+-----t-----1 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ~ I u -, ~ 0 _, ,.., 0 m ,.., 5 N ' _, ' N • .S oi :, "' □ ·a • U• • -□ a -8 Q CL ,.., 0 m • E c= "' 0 N ' " ' N -a -□ D u • > D "' • o u lll I? a CD " I CL :, I 0 _, I u I 0 0 ,.., / _, 5 iJ / I" w w J: "' / ,.., 0 ~ "' "' ., / , 0 O' CL / 0 ., u .. / 0 .. u .. / -.,, C: 0 0 :, "' u z I "' :, .. u • 0 en en .. in w _, S' C • • ::, , If EXISTING TIJNNEL HDPE-4"-WW 811 WV B" WV FORCE MAIN \ I _a_"x6" REDUCER / r 12"x8" REDUCER I II / PVC-8"-F/L . / r 10• PRW FH \ . • wFf,.: ·VI ' .. ~" 6 • WV-~·" W ,, W • -EXISTINGW~~NELW WI\ ·,u .. :ri~R~~~~~~~~;1 Jf~E "'" w W .•.,.-~--/ ~Ij;;'t.1=t1w=,.=-lf'.)/L'l..vw==r/1---=='wifl~ 12 ,.~F·11/L" ·y/L ;-~~~=\'-..___ FOR CONTINUATION ACCESS STRUCTURE \ I \ ~ FIRE LINE B" WV ~ , SEE OVERALL " H+-- -L~-,;-~::::::::::::::::::::::::::\~:::::~\::::::::::::::::::::::::::::::::::::::::-;-r---_ -_ -_-_ri,="!===="""'~\""···a,IL;a=_TI :-. _T_"".r~. ~ --::H-E~M-19-1:--,L-D~.E-_).,l-vE=R-Y_C_O_N=TA-IN_M_E_N_T_A-.~-EA--=-----~~-"--,,,,,:;~==;..;;;:;..;;;:;...;;;;;==--~"ir""TI---~t;f~H~J~L1~6 r 8" WV Ir-Vi,., r WATER PLANT LEASED LINE SEE NOTE 1 ~ r: ~.. w w .. '\ ~,: ;r; L PVC-8"-F /L t,,,~~..::::::~b;;;;--;;;;;.~;;,;;;;d;~f/ik~~~~;;;;;_;~~-=~~~~~~if':-:pe'k· ·=~~--t I , . . ' I 1 11 '\.._ 2· WATER CHEMICAL STORAGE/TREATMENT .~ 'I'---WW co-12 I I ri \__ SERVICE f--1 ~ , PVC-6"-PRW 4" WATER b.....,.....J..__.e.,; ..• ,;.;. ,--+-,-JI (AREA 780) _A "' t-----PVC-6"-WW V-2" WATER PRETREATMENT (AREA 200) SERVICE II ~---"'Ir WW C0-1 r WW C0-3 2· WATER ~-," =-"'-=~on I WATER PLANT , 1 ww co-2 ww co-4 --.....__SERVICE ir ~ ww MH-1 . LEASED LINE ----J....~~~~~=*=====~===~-=·=-.~~~===~e..--------_______ , SEE NOTE 1 .o-... ---,---.,;;,llQA--P--4---,~------~-4-----u ...--! 11..---:EXIS~~g~~~IHPG,1 WW MH -3 /.-0 ··· . T '-------- 1 U, ' L\_ PVC-B"-WW~ \_ WW LAfE~AL I lo ,_~ PVC-8"-F/L / WW LIFT STATION (TYP) ' PVC-8"-WW--' I I 3' 12 KV LINE WW LIFT STATION PVC-8"-WW----. BY 011-lERS I VALVE CHAMBER N ,, POST TIREA TMENT (AREA BOO) SOLIDS J-. HANDLING I f'---PVC-8"-WW (AREA 260) 1 ~~-PVC-8"-PRW PRODUCT WATER TANK (AREA 900) I ~~R~~1R 7 r a· WATE 1 R .. ~~tH~ 2· WATER : ·. ~. --~ SERVICE I ,:~ Ii. I/ SERVICE k '-. . ·"'· . W--'--W~ IJ--s•wv ____ _L. ___ --111 : I .. ~ ·.1 ---~---::x~VREDUCER -~---==:~'= ~•--··-----< Ii __ \ 1~_,.,,.:...i SERVICE I If I ww co-9 \ · .J l (AREA 700J 101 itJ n ~ D I I I 1 _ 141r pvc-4"-ww "==--------,---.--------~--q I I dEi1l~ou ~-1--~l----' --!~ ~ . WWC0-5I I -\ '---~ 2·-.,....._/ ,_ ,,~• ---fr·tf7r.=: ... t;=;::::· __ :;;:;::;; __ ¢r-_:::;=~~~T:;=:.. ~~ -PVC-4"-WW ~-------------------WW MH-4 · = M-- PVC-8"-WW ~--HI-fl;; FH CLEARWELL T T V PVC-4"-SD (AREA 220) ~ I I I lj: PERFORATED I : : ii.kilt:: PIPE (TYP) I ~ I f I _,..,.--2" WATER SERVICE J I 1,..,--'" SEE MECHANICAL Ill J 1v PLANS (TYPJ frT"' I 1 1 : ~ ELECTRICAL BUILDING ~ I~ PVC-4"-WW REVERSE OSMOSIS/ADMINISTRATION BUILDING (AREA 500) WW C0-6 2.5 BFP -/~ ~ ' ,------------~N s• DDCV _,/,iqH,ldn.----J_ _ - - ---c! --it-~'--: -~ -~ _/L 0-----------"'y---- a• wv 1-II ... -------Ii!'~~~ L "''~ r-VC-4"-SD ~ ,._, I'-." s· FIRE SERVICE I y:... ''r' _ ~" ---: ::i:,,__...-::::::-=;-GRATED PVC-6"-WW ) ;J\-_ ~QL __ =:] INLET ..,. wwco-7~ -,JJ, ~"\~ _ :::::J'-r==::;!...---.... WW C0-8 --~'l>,f ~ j ..,. ,., PVC-6"-WW ~-__ _ I ( .,t'1" / !7 GRATED IN_:Er.. UNDERGROUND ~ T /1/' ·., ,/I DOUBLE CHECK VALVE STORAGE PIPE 6"x4" REDUCER\ \ / /;1, .. . ·.. FOR IRRIGATION ,. . ' rt ~ ..,. . CONNECTION s• WV---... • "....----i . .. \ : I~ .. · . I l\ I~ Ii-SD MH-2 rt~ rt. -.. I>.. I [ •·· I PVC-18"-SD I I I I''-• /L ~ ~ I r--PVC-6 -F v ,--PVC-6"-PRW ' WV "i, ... +.-..J / I ~ ~----------; .. ______ ----< / B" WV .JI~-----------{ 1-------,'----1 GRATED ~_..-.:ir-=--~-==-=.:111 \ INLET - I ~---_,_ ----.., ------. ·,' -,.. -=:j=:..W,,7it-=~;rf,,iv.~::;z:~{7;z::;z:)ll'flF-:::JJ:~'f7i'yr:.~==;~~ i ;-....... ~ '1.7 F~~ '=""\!/.I.-• l'\ •ri ,11 r)j)'~/XZh/// f,~ f/l" FH ~- PVC-18"-SD - PVC-1 B" -SD 191flj ~ t-------1 I I I IJl"'i,I,!,!!,,,,~~ '\ ,I_ ll--4--,!--I--~ / IU ,I_◄ 1' 1 I I " ~ ' ' \, ' ' L ,l ,1 j. r,' I -~-Ir". I'\. ·-i.---1--':. - -\. \ \ "'\\ "-\ ~ -----1----"'..-\c----'~~------~-----"\_~---------'s------- • I• •I~ •I• --' ·< -. ....... :,: I' I. I ~ EXIST-96"-SD L Cl-1 \:'--PVC-4"-SD · PVC-8"-F/L PERFORATED PIPE 6" WV ~ PVC-10"-SD PVC-18"-SD UNDERGROUND STORAGE PIPE SEE NOTE 1 WALL I 11 r--.Jt.· Ii. · ' II II~ l~• I PVC-21"-SD NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 2. PRESSURE OF FIRE LINE AT POINT OF CONNECTION = 80.23 PSI. 3. PROCESS YARD PIPING NOT SHOWN FOR CLARITY, SEE YARD PIPING PLANS FOR UTILITY OVERLAY Wlll-l PROCESS PIPING. ,,-\"' FOR LIMITS OF INTAKE/ DISCHARGE EASEMENT SEE NOTE 1 I I I ii CONNECT TO !i I EXISTING SD :,. CULVERT ':'. 1 ~ I\_ RETAINING 'i • . WALL I, I I PVC-4"-PRW I c6Nr1NOATIOfrS1:.1:. ::>H t.t I 20 -OVERALL MAS 11:.R UTILITY 0 30' 60' DRAV'i'ING NUMBER C-114B SITE MASTER UT!lJTY PLAN (/) <., z ! IX 0 t--:i IX w 0. 0 <( C0 (/) ..J IX <( (.) u. 0 j:: -(.) 1----+--+------------+--+---+--+---I ~ CITY OF CARLSBAD I SHEETS I U1_J ENGINEERING DEPARTMENT 37 WARNING 0 IF THIS BAR DOES NOT MEASURE 1" THEN DRA~NG IS NOT TO SCALE SCALE AS INDICATED DATE DECEMBER 2013 FILENAME 1300-C-LO-MP-1148 POSEIDON WATER KSD Klf.WllSHU. DicSAl.lN/\110!,i ARCADI "AS BUILT" ~ ~ IDE RCE EXP. REVIEWED BY: technologies ltd. INSPECTOR DATE DA TE INITIAL DA TE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT OWN BY: S.PEDROZA CHKD BY: R.BUEN RVWD BY: J.PRIOR XPIRES 3 31 15 PROJECT NO. RP 05-12A DRAWING NO. 463-60 <( ,,, N I u ;; .s " ::, hl ~ 0 0 0 0: hl E ,= ,,, 0 N ..... ~ N i I SEE ENLARGED PLAN THIS SHEET VEGETATED SWALE 8 I • GRATED INLET STA:10+97.91 N: 1995555. 01 3 E: 6229517.737 SEE NOTE 12 \ I 1 11 \ I I I ' ,/\ 60" CAP N: 1995523.003 E: 6229523.406 SEE NOTE 15 \ \ EXIST 96" SD CULVERT RETAINING WALL GRATED INLET I --+-----+c-c _____ l.__ ____ --1------+-----+-----1 1----1-------+------+----STA:11+57.89 780-PVC-1''-SBS-135 ELECTRICAL DUCTBANK GRATED INLET GRATE ELEV: 37.99 1-4" CONTAINMENT PIPE STA: 12+33.31 ,--FINISHED GRND o----t---sTA:10+97.91 ---· ---SEE NOTE12 ,=,-----1--STA:11+72.14 --t-----,...SEE NOTE 2 ---;-;-----j--------,-----, 40 GRATE ELEV: 37.32 PVC-18· -so 1\\\---;.~~~IN~ViEL~Ev~,; 3 ~ 4 -~ 2 ~ 5 :~:1:::1111:::,,_"""';:::;::q,::=t::1-----r----P4~0Q._1 1----t----SEE NOTE 12 ~--1-------1-@=0.50% ! I ... 1 \. A PVC-4"-so i I r -~780-PVC-;"-COAG-154 ____ -0--+------l---~--'-----1'--=----1-----t----i-----i----__ -;::;/,7......_T----'\..,::.,~¼tv,r---"-..;;::==l:sTA:11+57.89 -!si==:J•,--tr;l-1-4• CONTAINMENT PIPE ----- / --~ -__ _ INV ELEV:34.00, STA:11+73.30 1---1--/+---+------J-+---'""--'=~=i=P~IP:=E:=cc""o""'NN'-:'.Ec".Cc:T::CIOFN,\f'rr\---l-tf=-::_1Nv ELEV: 34.25 -+-t-~l--1---t---t------tt-+-ir----t------,,."""-----j----j , _ sTA,11+e2.14 J!t, 45•sENo·· ------l----t----+-----+-----i=7l------·1Nv ELEV:31.05 -· ----sTA:11+64.34 .. -PVC-18"-SD --= -- / I , [,....----INV ELEV: 31. 04 @ S o. 50% ------ ---',I' -, ----' rEXIST GRND " " '-.. -- ✓ -~-~ 30 ,, -----c-30 t----t----+----t--60" UNDERGROUND STORAGE PIPE-PVC-4" -so --t-t-'f\\-+------\,U,------+---+-+-+;::-----t--tHl+----+-----+--=.c~--t-:::....:C---1 @ S=0.25% @=0.50% ~ ' I I JA~~rpl·=~v~~s·-=ff-~~~===1¥R===rntP=~~~.!..::~CD illlllA 1 , -SD @ 5 o.5o%-1----1----.---1----+--1H1+-1-+-pvc-24• SD @ s o.so%----t---1-----,-----, r, ,-,. --l---+------+------+--------11-----++l-+-l-----t-t-----+----+-+----+-'tt"'-+----+-------+-- / 20 10 0 0 10+50 11 +00 12+00 13+00 13+50 M-·- \ 8" CAP N: 1995572.386 E: 6229540.076 INV ELEV: 29. 36 CLEANOUT I N: 1995572.258 I E: 6229539.768 8"X8"X4" TEE INV ELEV: 29.36 I N: 1995571.273 I _ E: 6229537.386 I INV ELEV: 29.35 -r-~1-t-- --1---t----17 IT -I -I PVC-8"-SD @ S=0.50% ENLARGED PLAN NTS REQUIRED TREATMENT CONTROL BMP TABLE TREATMENT CONTROL BMP BMP TYPE OWNERSHIP DESCRIPTION PER CASQA DRAIN INSERTS MP-52 PRIVATE BIOCLEAN GRATE INLET SKIMMER BOX 36'"X36'"X25'" NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DA TED 12/24/2012. 2. SEE ELECTRICAL SITE PLANS FOR DETAILS. 3. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. 4. PRIVATE STORM DRAIN PIPE SHALL BE SOR 35 PS 46 PVC PIPE. 5. SEE WATER YARD PIPING PLANS FOR DETAILS. 6. SEE WASTE WATER PLANS FOR DETAILS. 7. INSTALL CLEANOUT PER DETAIL 2, SHEET 25. 8. INSTALL STORM DRAIN MANHOLE PER CITY OF CARLSBAD STANDARD DRAWING S-1. 9. CONNECTION TO CULVERT PER DETAIL 3, SHEET 25. 10. MINIMUM OF 1' VERTICAL SEPARATION BETWEEN WATER, WASTEWATER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 11. PROCESS YARD PIPING NOT SHOWN IN PLAN VIEW FOR CLARITY. 12. INSTALL CATCH BASIN WITH BIOCLEAN INSERT PER DETAIL 1, SHEET 25. 13. INSTALL PIPE CONNECTION PER SAN DIEGO REGIONAL STANDARD DRAWING SM-04, TYPE 8. 14. INSTALL 4'" PERFORATED PIPE PER DETAIL 4, SHEET 25. 15. PRIOR TO ORDERING AND INSTALLING THE UNDERGROUND STORAGE PIPE, CONTRACTOR SHALL SUBMIT PLANS FOR PIPE SHOWING VOLUME REQUIREMENTS ARE MET AND THAT INVERT TIE IN LOCATIONS ARE AT THE CORRECT ELEVATIONS. COORDINATES SHOWN ARE FOR REFERENCE LOCATIONS ONLY. DRAWING NUMBER C-123A D 2.5' 5' 1 a' VERTICAL SCALE 0 10· 20' 40' HORIZONTAL SCALE STORM DRAIN PLAN AND PROFILE 1 u, (.!) z ~ Q! 0 1--:E Q! w 0. 0 <( aJ u, .J Q! <( 0 IJ. 0 ~ -0 a ~ ~ CITY OF CARLSBAD I SHEETS I 1----+--+----------------+---+---+---+---1 ~ ENGINEERING DEPARTMENT 37 1------11----+-----------------+---+----+i----+---t s l-----------------------...----------------------------------------------------....----------------------t;~~~~1:~~~1:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-=1r~~~~1~~~~1:~~~~r~~~J ti WARNING SCALE AS INDICATED ~ ,, AS BU IL T" ~ 0 DATE DECEMBER 2o 13 ~<,; "~ POSEIDON WATER ARCADI GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT I FILENAME 1300-C-YP-MP-123A .cs DATE 1------11----+-----------------+---+----+l----+---t APPF«fiY?: xzlv_~~rz1 ~ IF THIS BAR DOES \"f\1NJ!ip.OG/31J/ HSU ~ L~~RC~E~;,;:;~~-=EX:;::P:.:·-====----------,1---l---1-.,,...--------------+---1----l---1--~ ~ - -l:J4__ 1¢,Yl s: NOT MEASURE 1· -,-~IDE r REVIEWED BY: ENGINEERING MANAGER PE 41204 EXPIRES 3 31 15 DAtt ~ THEN DRAWING 15 ~,_,-C/\11\. ~ l OWN BY: M.A. PROJECT NO. DRAWING NO. NOT TO SCALE '. <-'-O KJeWlrs••• DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY R BUEN " FC!i. °''""""°" t h I . ltd REVISION DESCRIPTION : . RP O5-12A 463 6D ~ L ______________ L _______ l._ _________ _j_ __ !:,llf~:Jsr-~l~'3:.__l._ _______ _::::::::.. _______ _j_ ___ ...::e:.:c:.:n:..o:..o:.:g:::le:.:S.::..• ___ .J.. __ l!!:N~SP~E~C~T]O~R _________ _ED:!A:!JTE~---.LEN:::G:::IN::EE~R_:□:F_:W:::□:RK1_ __ ....:..:..:.::.~:...::.::~:::___::.:_ ___ ~o~TH:E:_R_'.:A'.:'.PP:_::R~OV:AL:J....:::c1.:,:TY:_;AP:::.PR:□:v:AL:.i:;R;;;V;;;WD;;;;;;B;;Y;;;:;;;J~.P;;;Rl;;;OR=-=:;:;;:::::;:;;::::::;::;;:::;:;;:;;:!!:;:;;::::;;;-;;;;;;;;;;:'.J I I ro '1 I u 0 "' "' -a o_ 0 ,n "' " E F "' 0 N ' .., " N " 0 u V1 I "' 50 --- 40 30 20 - - 10 9+50 TREA llAENT CONTROL BMP DRAIN INSERTS DRAIN INSERTS PVC-4"-SD FINISHED GRND PERFORATED PIPE (TYPICAL SEE PLAN) - -~ I -----• PVC-10"-SD \ @ S=1.92:il I • I \ -I I I' I ' -------- I • ~ I " / "" / ----~·-----------~ ~ - N---;:c-w :;i-w I")· W-r-,.-W-.--it)----CD -w O<Jl N "'! i=!g . I=!~ CO I:,! O O I:,! 0 0 r--~ "' o, I:,! ~,.,: ~ • Vt") V,..-j3=N • ....JN • <O -t .-t • I") t • fl) 11: ~ I") n::: • "' ,.... ....... • ;,; ,.... I' 0 1"1-1-·0 1"1-= .v ,.,_s.v.c.o n_ v-;::: -v·f' a.. v n -~ co -• . 0 .. 0 .. 'Vo•• ,., · · .. .. co I=! ro w o r--a.+>::>+ ~ bt~ ~;5 ~;:<,+~1:x+~1:1 +~ 1 1 +Gj~ X°' <eo':I ~o ao...J ao_J<0o_,1O coo_iO • + O·-;-: L.J-<C--;-: L.J-,,_ ..... w-,.,__ ..... w-----:-:w . .-.-:-:w 1 ..-wz-1 ..-wz-coo X" X' · X-<:( X <C .~ 1 , . ..-..-bi'.::~ ~~ > b~> b~ ~Or~O~~~~>~~~>~ ~< .--V) u (/) z ..-Cl} z .... U1 ...-tn_ ..-lfJ~a,.v,Zc,n r:LVJZVJ ~ti=; 10+00 I , . i-, I _).. IT--+-+t-ii-=:::::3r-~~~-,;~.~~-p~~~~)ATEO I I~ WATER PLANT ·. ,ii SEE NOTE 11 (TYP) LEASE LINE ' ~ 1 o"x1 o"x4• TEE CLEAR WELL (AREA 220) REVERSE OSMOSIS/ADMINISTRATION BUILDING (AREA 500) SEE NOTE 1 : I !1 I STA:10+71.40 I .. J ·:I,~ N: 1996117.732 1 o·x1 a· 4" TEE I E: 6229203.629 N STA: 10+04.00 l,I 1o·x1o•x4• TEE N: 1996170.439 I STA:10+74.40 E: 6229205.628. :-1~ N: 1996114. 960 I t°j w _ I 1 o· 45' BEND E: 6229204. 776 ' ,, STA: 10+27.78 v,,I w-N: 1996158.036 I PVC-4"-SD PERFORATED PIPE (52' -o• LONG) SEE NOTE 11 I~ 1 O" 45' BEND ; i. STA: 10+21.67 N: 1996163.685 E: 6229189.296 I r I I ,( ' I 1 O"X1 o"x4• TEE STA: 10+36.62 N: 1996149.868 E: 6229190.339 I I PVC-4"-SD PERFORATED PIPE (11'-0" LONG) SEE NOTE 11 I Cl-1 STA: 10+90.35 N: 1996112.088 E: 6229184. 730 RIM ELEV: 39.58, INV ELEV: 32.12 SEE NOTE 9 I 50 -- 4-0 ------- 30 In o11~ ~~ " O> ~ 1/l ~~ ~~ >> ~~ 20 E: 6229186.959 I -=PVC-4"-Sr;;-1 I PERFORATED PIPE 1 O" 90" BEND STA: 10+76.64 N: 1996112.911 E: 6229205.684 1 B"X1 B"X1 B" WYE STA:12+94.64 N: 1995923.351 E: 6229262.915 w ~·-n-:,:1 -+l+-(51'-0" LONG) PVC-6"-PRW SEE NOTE 5 PVC-B"-F/L __ _ 22.5' BEND 1: ---------0 50 SEE NOTE 11 ----i: - - --{n'.oL.' J... -- - - - 18"X18"X10" TEE STA: 10+97.60 N: 1996104.817 E: 6229186.126 I II, ~ I PIPE CONNECTION STA: 11 +08.87 N: 1996094.974 E: 6229191.820 SEE NOTE 13 PVC-4"-SD PERFORATED PIPE (18' -6" LONG) SEE NOTE 11 GRATED INLET STA: 12+67.61 N: 1995948.318 E: 6229252.567 SEE NOTE 10 SEE NOTE 5 STA:13+17.11 N: 1995902.593 E: 6229271.505 ,;--........:""----./·---·----·,--------... PIPE CONNECTION STA:12+90.00 N: 1995927.63B E: 6229261.139 SEE NOTE 13 45' BEND STA:12+92.12 N: 1995925.679 E: 6229261.950 WATER PLANT LEASE LINE SEE NOTE 1 EXISTING WEST RETAINING wALL I o0· STRAP ZONE ~ ,- ~ -(/) w z --~~~~::J EXISTING WEST RETAINING WALL 22.5' BEND STA: 13+45.38 N: 1995882.588 E: 6229291.4B7 \_12" NRG F/L I~ <( I~ I 1-----I-------+-----+------+------+-----+------+--------------------------------- 1----+-------+------t-----+-------+-------t-----+-+------+-------+-------+--------tl--------+--------+-----1-----------i EXISTING WEST >---t-------+-------t-----+------+---------1-----+-------+-------PIPE CONNECTION--.-t------t-------+-------RETAINING WALL r FINISHED GRND STA: 12+90.00 SEE DWG 463-BC-. 1----+-------+------t----,,___@ S=1.33% ---t-+------+------+-----1------INV ELEV: 33.30--+'1-------1--------+------+-----t---+ \ ___ ..,. I ~404-=-..:.·\AF-""Fd~~1 ~~-'.'.'.'.l-.+=·=~=====F==~====t=~ \ r-----, \ i-1 \ / _ 1 ' / PVC ~• F /L \ -/- Pvc-1s"-. SD GRATED INLET..! --\------!-;v~:h~;8~D -1----/+-/+------\\;--t--.i,---1 ~ @ S=0.67% , STA:12+67.61 -\ fl' -f--------____ .,,,._+----------------GRATE ELEV:39.67--t----+--<-----~45• BEND \ / STA:12+92.12 A. ~ i---,-----r'\\-,r~-f:::::.=r====r====i==i=====~=====f======1===:..--::-::-::-::::;rr:-=-=--=-=-=-:rt>r-=-r=-=-=-:=-+:::1i;:;t;+---,t------lNV ELEV: 31.67 --l-.,___~-----+----'-+----1 \ I-w w ,' V -=-=-1-=-=-=-=-=---j=!=:--====-~t48" UNDERGROUND STORAGE PIPE----+ __ -. -pvc 4• SD \ / -~ / \ EXIST GRND _ _,___ __ \-'d----1 / / 1 -@ S 0.25% @ S-0.67% ~-1 , I 30 / I I I PVC 18"-SD @ S-0.67% / ::c (/) ' ' w \.. w (/) w -------+-------I-------< z ::J l----+-------+------t-----+-------+-------t-----+------+-------tl-------+-------+------t-----+------+------1::c ----------1-----+------+--------jf-------+------+------------------if----------------+-------+------t----~ ~ 50 40 30 20 10 10 <( 10 '---+--------------+-------------------~-----+-----~-----+--+------+------+-----~-----+-----~-----1-~~--~ 11+00 10+50 11 +00 12+00 13+00 14+uv REQUIRED TREATMENT CONTROL BMP TABLE BMP TYPE .OWNERSHIP DESCRIPTION PER CASQA MP-52 PRIVATE BIOCLEAN HIGH CAPACITY CURB INLET BASKET WITH SHELF' SYSTEM NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 2. NOT USED. 3. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. 4. PRIVATE STORM DRAIN PIPE SHALL BE SOR 35 PS 46 PVC PIPE. 5. SEE WATER YARD PIPING PLANS FOR DETAILS. 6. INSTALL CLEANOUT PER DETAIL 2, SHEET 25. 7. MINIMUM OF 1' VERTICAL SEPARATION BETWEEN WATER, WASTEWATER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 8. INSTALL STORM DRAIN MANHOLE PER CITY OF CARLSBAD STANDARD DRAWING S-1. 9. INSTALL CURB INLET (NO WINGS (TYPE B), L=6', V=4', D=1B", X=4', Y=5') PER SAN DIEGO REGIONAL STANDARD DETAIL D-02, WITH BIOCLEAN CURB INLET FILTER. 10. INSTALL CATCH BASIN WITH BIOCLEAN INSERT PER DETAIL 1, SHEET 25. 11. INSTALL 4" PERFORATED PIPE PER DETAIL 4, SHEET 25. 12. PRIOR TO ORDERING AND INSTALLING THE UNDERGROUND STORAGE PIPE, CONTRACTOR SHALL SUBMIT PLANS FOR PIPE SHOWING VOLUME REQUIREMENTS ARE MET AND THAT THE INVERT TIE IN LOCATIONS ARE AT THE CORRECT ELEVATIONS. COORDINATES SHOWN ARE FOR REFERENCE LOCATIONS ONLY. 13. INSTALL PIPE CONNECTION PER SAN DIEGO REGIONAL STANDARD DRAWING SM-04, TYPE B. 5' 1 o' VERTICAL SCALE o 1 o· 20' 40' HORIZONTAL SCALE DRAWING NUM8ER STORY DRAIN C-1238 PLAN AND PROFILE z "' (!) z ! 0:: C I--~ 0:: w 0. C <( Dl ~ IX <( 0 u. 0 ~ -0 MP-52 PRIVATE BIOCLEAN GRATE INLET SKIMMER BOX 36"X36"X25" ~ CITY OF CARLSBAD I SHEETS I 1----+--,1----------------i---1---;----1---1 L_ill ENGINEERING DEPARTMENT 37 1------tl----+----------------+---t-----t-----t-----t GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT 0 cX I Q_ " ~ I u I 8 "' ;;; 5 [3 / "' I· i:J vi / 8 0 ' :ll .. a "' Q_ / " « u ., ' i. I 50 -- 40 ~ - - - 30 '------ - - 10 I"') N I-w w :::c (/) PVC-6"-PRW SEE NOTE 5 FINISHED GRND i------+---'c::_::_:='.___:'.'.:::,':'.----\------ REVERSE OSMOSIS/ ADMINISTRATION BUILDING (AREA 500) 18"X18"X4" TEE STA: 15+4B.B6 N: 1995694.561 E: 6229369.270 PVC-4"-SD EXISTING WEST --RETAINING WALL SEE DWG 463-6C - ' \ w w i------+-----+---------1---- (/) -0 ' , 0 I/ • 0 0 ,,, ~ ~ - PVC 18" SD @ S 0.67% ,, ~ ..-' ~ , " _/ (/) 14+00 15+00 1 B" 22. 50' BEND STA:16+00.46 N: 1995646.867 E: 62293B9.000 I 50 PVC-8"-F/L - STA:16+11.97 --INV ELEV: JB.16i=a,--\---j--------1-----_J_ _ __j ~ 40 \ I --I-1------l---_J EXIST GRND ,----Jt-----+--lHt¾--------l--------1 -----'-'\.. 30 / ---1-----+-----l----l 10 16+00 16+50 NOTES: CONTRACTOR TO COORDINATE WITH SPECIFICATIONS FOR RETAINING WALL SOIL REINFORCEMENT LAYERS• THAT CONFLICT WITH STORM DRAIN. _______ J r - ' EXISTING 96" SD CULVERT 0 30 1------- 20 EXISTING HEADWALL TO REMAIN PIPE COLLAR SEE DETAIL 6, SHEET 25 (TYP) 11+00 EXISTING 96" SD CULVERT _ I I/ r FINISHED GRND \ / 1 30 ~ EXISTING GRADE ✓ / ,,;-----+--,/P""'-_+:___----+---l ~;; '-..'' ~ci,-----+_,,_ __ __'/~ o I/ 1 20 7~~------:-f----,----l-------l----=::::_~ 1----1-----B ti ffi-------:~/'-----l--~ EXISTING I .A {,' HEADWALL 1-----+-~N~~~~ ~ I---I_ - -"l ----.-,I '-CB CONNECTION _·-1 E)'l"l._"l" I I STA:10+25.27 • ·•;;:."" / 1----+-----'-- 1 1---1--1Nv ELEV:14.36 -i-cui:~'Ri f·"-.-,--+-----l >----10______, EXIST I_ 6• RC'i' , .. , I ( 1 \ 10 96" ' 9 o 1.S < ' -,-•;---t---:--l--+__:_:~ cu VER _ .. o.o-0° \,~0s,,6-1-:,1, 11 1 \ / 1----1----L_. :__1 __ I) 1.-_,coi "' , ' cl.)\.•'-". ~::;r=1--~--e---·•-~/--t--___j 1---+----! r::::::;j;--'.'.'.'."'~ ~.'--·-·t----1-\---+--1----: ~ \ \ 1--------,"'-c~-+---~ EXISTING t-1\--+-----+----l GRND \_ 0 k-----+--_J_ __ PIPE COLLAR w EXISTING SEE DETAIL 6, - r;: ~ HEADWALL SHEET 25 (TYP) -,.:, ~ ·-,.:, z~~ z.,._~ >----''-~~~qm 1--------l-~~9m x~~,--ooo --+------l----W+~~~ ~~?,~ 1----1-~~Jww~ --+--xo~O----t-----+---_j g .. ID 0..-L&.lz <~>o~ ~~>W i------'1-~~~~~ 1--------l-~~~~~w>----t-----+------l 0 ---- 0 -10 •~ IPE BEDDING P R D-60. 10 10+00 11+00 NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 2. SEE ELECTRICAL SITE PLANS FOR DETAILS .. 3. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN TI-IE DOCUMENTS. 4. PRIVATE STORM DRAIN PIPE SHALL BE SOR 35 PS 46 PVC PIPE. 5. SEE WATER YARD PIPING PLANS FOR DETAILS. 6. INSTALL STORM DRAIN MANHOLE PER CITY OF CARLSBAD STANDARD DRAWING S-1. 7. MINIMUM OF 1' VERTICAL SEPARATION BETWEEN WATER, WASTEWATER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. B. INSTALL STORM DRAIN GRATE INLET SEE DETAIL 5, SHEET 25, 9. INVERT ELEVATIONS OF PROPOSED 96" CULVERT TO MATCH EXISTING OUTI_ET AND INLET CULVERT PIPE SEE DETAIL 6, SHEET 25. 10. INSTALL 3'X3' CATCH BASIN PER SAN DIEGO REGIONAL STANDARD DRAWING D-07. 11. NO PERMANENT WORK SHALL TAKE PLACE OUTSIDE OF THE LEASE AREA UNTIL A LETTER IS PROVIDED TO CITY OF CARLSBAD INSPECTION STATING APPROVAL TO DO SO BY NRG. GENERAL NOTES: 1. PRIOR TO POURING COLLAR, ENDS OF 96" RCP SHALL BE MITERED AS NECESSARY TO PROVIDE A CONNECTION TO EXISTING 96" RCP TO ENSURE GAP IS <6" PER SDRSD D-62. IF. GAP IS MORE THAN 3", AN INTERNAL FORM SHALL BE USED INSIDE PIPE. 2. CONTRACTOR TO COORDINATE WITH SPECIFICATIONS, FOR RETAINING WALL SOIL REINFORCEMENT LAYERS THAT CONFLICT Wl1H STORM DRAIN. D 2.5' 5' 1 o· VERTICAL SCALE D 1 D' 2D' 4D' HORIZONTAL SCALE r.n (!) z ! 0! 0 1--:iE 0! w a.. 0 <( Ill r.n ..J 0! ~ u u. 0 ~ -u / 0 ., S oo~so ,osarn sroro< IDWN , C-123C , .. . " ""' ""'''"" ~r---------,~==---12~~~~==i,-::;;;;~7 -:;~----;--------,,-------.----~-------:-:----~-J==l==t==========f=E=E=i~fs8ml CITY OF CARLSBAD 1 SHEETS 1 ~ t-S-CA_L_E_AS.;_IN..;D;.;,IC;.;,A;,;,TE:;D;__~ ,...=-.. tf _-_-_-_- 7 :-_-_-_-i-f--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_.,.. _-_-_-_-+-1-_-_-_-_-_(_j_ _-_-_-__ 1j_ _-_-_-_-jj_= _= _= _JJ ~ ENGINEERING DEPARTMENT 3 7 z --~ R , ""' """"' '°', "AS B U I LT " ' '"''"' '""' ,,. ~ D l,J_J POSEIDON WATER ARCADI CARLSBAD DESALINATION PROJECT "~ FILENAME 1300-C-YP-MP-12:JC ~ 0 n: " 0 .;; iii D u u, ! I MATERIAL SPECIFICATIONS; ~ ~ 4'X4' PRECAST CONCRETE INLET WITH 3'X3' GRATED INLET 1. PRECAST CONCRETE INLET: CUSTOMIZED JENSEN PRECAST Dl363636 W/ PIPE SLEEVE AT BOTTOM; OR APPROVED EQUAL 36" RISER • PIPE SLEEVE PRECAST INTO BOTTOM v':"~r-PIPE SEAL PLACE PIPE OPENING IN THE CENTER 2. FRAME AND GRATE: JENSEN PRECAST SG3636-DIP; OR APPROVED EQUAL 3. GRATE INLET SKIMMER BOX: BIOCLEAN GISB-36-36-25; OR APPROVED EQUAL 4. PIPE SLEEVE: CENTURY-LINE SLEEVE CS-24; OR APPROVED EQUAL. SLEEVE LENGTH TO MATCH CONCRETE SECTION. 5. PIPE SEAL: LINK-SEAL LS-575-S-316-21; OR APPROVED EQUAL 6. RIP RAP: ROCK GRADATION: NO. 2 BACKING MEDIAN STONE WEIGHT (WSD): 25 LB MEDIAN STONE DIAMETER: (D50): 0. 7 FT FILTER BLANKET: 3'x3' GRATE INLET SKIMMER BOX SEE DE TAIL ABOVE SKIMMER BOX DETAIL 1/4" GRANULAR MATERIAL. 3'x3' GRATE 2.1' RIP RAP It MAIN LINE EXISTING CONCRETE BOX STORM DRAIN EL: 40.DD SWALE A @CATCH FLANGE PLAN 2" SLOT 1" BASIN DETAIL CLASS C MORTAR 24" BLIND FLANGE WITH SLOTS SEE DETAIL BELOW 24" BLIND FLANGE WITH SLOTS 5' INLET SKIMMER BOX SEE DETAIL ABOVE SWALE 8 PIPE CONNECTION TO EXISTING PIPE NOTES: 1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 1 /2 THE INSIDE DIAMETER OF THE MAIN LINE. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 48". 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 1•. THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL. 4. CONNECTOR PIPES SHALL ENTER MAIN LINE RADIALLY. CLASS C MORTAR MINIMUM BEARING SURFACE= OD/2 CONCRETE COLLAR PERVIOUS ASPHALT CONCRETE PERVIOUS BASE 45 DEG BEND SCREW IN PLUG CAST IRON CAP 12" PVC PIPE • • r-'---'--"~c=.__--1 "' z '---1-+-"--___.___J ,-------1---'I. ::! "::o ~ '«*. :,(_'«('«('V('V('«('<-(~"0 ;< /( 0: /( ;.-:; STORM DRAIN PIPE PER v>:: , vW)>y)>)7>:v~ ,<, ·' 'Y~~~ '0~ PLANS (SIZE SHOWN ON PLAN) <'«;_~' ,. %( CLEANOUT MATERIAL SPECIFICATIONS: 1. CLEANOUT: PVC SCHEDULE 80 RISER WITH PLUG. 2. CONCRETE COLLAR: CLASS 560-C-3250 CONCRETE. 3. CAST IRON CAP: ALAHAMBRA FOUNDRY #29612 CAST IRON BOX/LID MARKED ·so· NOTES: . 1. REFER TO CITY OF CARLSBAD STANDARD DRAWING S-6 SEWER MAIN CLEANOUT FOR ADDITIONAL DETAILS. CLEANOUT DETAIL NTS 4• PVC ELBOW SEE PAVING DETAILS FOR ELEVATION OF PIPES 4" PVC PERFORATED PIPE (75' MAX LENGTH) • "' X I < ix, ::; i<c-----0-0-0 0 0 0 O·D 0-0 O 0-0 0-0--0 -~ TEE (SEE PLANS FOR LOCATION AND SIZE) STORM DRAIN PIPE. SEE PLANS FOR LOCATION AND SIZE. TEE (SEE PLANS FOR LOCATION AND SIZE) 4" PVC TEE tiQ.IE; PIPE MATERIAL: PVC SCHEDULE 80 4• PVC ELBOW WYE (SIZE PER PLAN) 2-1/2" DOWELS-~ 6-1/2" DOWELS---.. CUT TOE OF EXISTING ENDWALL TO CONTOUR OF PIPE NOTE: DRAINTECH 6" ROUND POL YOLEFINGRATE OR APPROVED EQUAL GRATE ELEV: 38.1 D INV ELEV: 36.68 ATRIUM DRAIN fr-SLOPE TO DRAIN r COMPACTED EARTH 6" DRAIN RISER DRAINTECH BASIN OR APPROVED EQUAL COMPACTED CRUSHED STONE BASE 4" 90" BEND PVC-4"-SD @ S=D.50% 1a·x1a"x4• TEE 1. GRATE SHALL BE INSTALLED PRIOR TO BACKFILLING. STORM DRAIN DETAIL NTS SECTION AA COLLAR OF CLASS 1 CONCRETE (MAYBE CONFIRMED BY ANY METHOD APPROVED BY ENGINNER) SET IN ADHESIVE BONDED MATERIAL PROPOSED 12· EXISTING , ------2-1 /2" DOWELS 6-1/2" DOWELS =:J \~ EXISTING ENDWALL h 'i= =:J _ _J SPIGOT END TO BE PLACED IN EXISTING ENDWALL REGARDLESS OF DIRECTION OF FLOW LONGITUDINAL SECTION CONCRETE COLLAR FOR EXTENSION (!) NTS EXISTING PIPE CULVERTS Ul TRAFFIC COVER ffi i;J 2'-0"± (H20 LOADING) ~ ~ 12"± 2'-0"± SQ X 2'-0" DP u u PRECAST CONCRETE i'= UTILITY VAULT 7'..i. ~/ ~~,~:zz::zz:zz:zz::zz:zz:zz::zz:::zz::za--tr,;;z;:<;:,;v,;:1/7 ! i//~ .. • · > ~w,' ·' . • CAMLOCK _ _.- ,-H CX) QUICK DISCONNECT MALE ADAPTOR FOR 2• HOSE TO OUTLET. SEE PLANS FOR DETAILS GRAVEL CJ) (!) z ~ C 1--:e 0:: w a. C ~ CJ) J 0:: < u LL 0 FLANGE DETAIL SECTION 8-8 PIPE CONNECTION TO ffi EXISTING STORM DRAIN 4'' PVC PERFORATED @ ;T~BDRAIN PIPING DETAIL PWT UNDERDRAIN WELL CONNECTION TAP DRAWING NUMBER C-124 STORM DRAIN DETAIL"l 1 ~ -u NTS DATE 1---,,-t-----------------l-----l----l--=I==:i r-~R~R:~V~IE~W~E~D~B~Y~: ___!:E~XP!:'.:·:.===:.._ ____ 7"" __ 1'~=-=-=-jt=-=-=-jt;-~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~E-~~~3f-~~~~r~~~~f~~?j APP!JJXD'-l~ ?t?SKI to,m7tNITiiilf_L.!.:l~--------------h::-;;::---f=:;==:i==:::=r==J .,E~N~~INr"E~ERflN~Gf.liM~A~N~AG~EfiRFP"'E,J4,g12~04~EX~P~IR~ES~3~3~1 ~15~cct,;.¥JD~*~TE;_,i=:J DATE INITIAL DATE INITIAL I DWN BY: S.PEDROZA PROJECT NO ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL CHKD BY: R.BUEN . DRAWING NO. OlHER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR RP 05-12A 463-6D INSPECTOR DATE hl 0 0 0 a: ;; j_:;: I I I ----- ----- - I I I I NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012, 2. PRIVATE WATER LINE IS POTABLE. UNLESS OTHERWISE INDICATED, ALL BACKFLOW PREVENTION PROTECTION SHALL BE INTERNAL TO THE STRUCTURE. 3. A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN THE WATER AND THE SEWER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. ····----·------------·-------------------------------·-----------------------------·-----------------·---, ·---·--------· ------------------·----------------·----------1 4. PROCESS YARD PIPING NOT SHOWN FOR CLARITY. SEE YARD PIPING PLANS FOR UTILITY OVERLAY WITH PROCESS PIPING. 8" 45' BEND & RJ N: 1996283. 751 E: 6229496.939 SEE NOTE 11 8" 45' BEND & RJ N: 1996290.615 E: 6229480.385 SEE NOTE 11 WATER PLANT LEASED LINE SEE NOTE 1 PVC-8"-F /L • w w w -~ ' 6° 45" BEND & RJ N: 1996282.221 2' E: 6229495.407 SEE NOTE 11 6" 45' BEND & RJ N: 1996288.451 E: 6229480. 384 SEE NOTE 11 ,._...---pvC-6"-PRW FIRE HYDRANT N: 1996183.207 E: 6229545.031 SEE NOTE 7 w w w MA TCHLINE, FOR CONTINUATION SEE SHEET 28 8" WV W/ BOX . & COVER N: 1996099.394 E: 6229573.214 SEE NOTE 8 ----.. ---,.,' ._--- -· w w 'N I • w '-'-"'---w 6" WV W/ BOX & COVER . N: 1996095.B58 E: 6229572.513 SEE NOTE 8 WATER PLANT· LEASED LINE SEE NOTE 1 PRETREA TI~ENT _(AREA 200) RCE REVIEWED BY: INSPECTOR DATE EXP. DATE 4" WATER SERVICE N: 1996011.435 E: 6229607.442 SEE NOTE 12 PVC-8"-F /L PVC-6"-PRW SEE PROCESS MECHANICAL PLANS (AREA 200) FOR CONNECTION ELECTRICAL DUCT BANK SEE OVERALL ELECTRICAL SITE PLAN FOR DETAILS ,- 1 WW MH-3 SEE NOTE 5 BACKWASH PIT (AREA 250) PVC-8"-WW SEE NOTE 5 I I -1 -:1 I :1 :1 I 5. SEE WASTE WATER PLANS FOR DETAILS. 6. MINIMUM COVER FOR PRIVATE FIRE LINE AND WATER LINE IS 42-INCHES. 7. INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STANDARD DRAWING W-12 WITH CONCRETE PAD PER SAN DIEGO REGIONAL STANDARD DRAWING Wf-01. RESTRAINED JOINTS MAY BE USED IN LIEU OF THRUST BLOCKS. SELECTION OF FIRE HYDRANT ASSEMBLY SHALL BE PER CITY OF CARLSBAD APPROVED MATERIAL LIST. 8. WATER VALVE AND BOX PER CMWD STANDARD DRAWING W-13 AND W-16. 9. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. 10. FIRE LINE AND WATER LINE SHALL BE C900 DR 18 PVC PIPE. UNLESS OTHERWISE STATED, ALL UTILITIES ON THIS PLAN ARE PRIVATE. THE STATIC HYDRAULIC GRADE LINE IS 241 FEET. 11. INSTALL RESTRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINT SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 12. INSTALL WATER SERVICE PER DETAIL 1, SHEET 32 . 0 KEY MAP k 0 DRAWING NUMDEFc C-133 1~ 10· 20· 40' WATER YARD PIPING PARTIAL PLAN 1 "' (!) z ! ~ C 1--:E ~ w a. C <( ~ _J ~ <( (.) u. 0 ~ -(.) ~ CITY OF CARLSBAD ISHEETSI l----+----'1----------------+--+----+-----t----t ~ ENGINEERING DEPAR™ENT 37 1---~l----+-----------------+----t------lJ-----+----t GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT AP~:::?.EN ~-~SKI 1f1M1 . -Z.,,I_ EN NEERING MANAGER PE 41204 EXPIRES 3 31 15 DATE 1 DWN BY: S.PEDROZA I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN REVISION DESCRIPTION CITY APPROVAL RVWD BY: J.PRIOR RP 05-12A ENGINEER CK WORK OTHER APPROVAL 463-6D N 0) a w .... . I I I I r--- 1 ,-'c{l) PVC-6"-WW 1 ~ r SEE NOTE s ±PROPOSED 3s• HOPE ---+'-,j _ ---1-___ ___ ___ __ _ WW (BY OTI-IERS, SHOWN __ '-.._ PER CITY COMMENTS) r=--=Rr I . . . I I I 11 LIMITS OF SEWER/ I 11 DOMESTIC WATER I EASEMENT AREA , f _ SEE NOTE 1 I EXISTING TUNNEL ACCESS STRUCTURE 8" X 6" RDC & RJ N: 1995904.939 ---t--E: 6229651.510 SEE NOTE 11 ~t w -\:~ w w ::C I :1 3c ()I-PVC-6" -PRW 2" WATER SERVICE SEE NOTE 12 PVC-8"-PRW B" WV W/ ..,.,,..,,.,.,,=·· ·"" = BOX & COVER - N: 1995735.416 w ---.E: 6229721.642-- ---- SEE NOTE 8 UTILITY CROSSING --SEE NOTE 2 -· PVC-8"-F /L -- w SEE CROSSING DETAIL THIS SHEET B" 45' BEND & RJ (TYP) SEE NOTE 11 CAUTION! EXISTING ,,. ""'\ PVC-B"-PRW 8" WV W/ BOX & COVER N: 1995736.181 E: 6229723.490 SEE NOTE 8 • 1 27 PVC-B"-F/L 12" X 8" RDC & RJ : 1995707.463 -E: 6229726. 779 __ SEE NOTE 11 PVC-8"-F/L SECTION I SCALE: NTS E-±l B --!B -- FEU-->B-- 8" 45· BEND & RJ N: 1995725.301 E: 6229725.828 SEE NOTE 11 8" 45' BEND & RJ N: 1995721.606 E: 6229724.296 SEE NOTE 11 8"X8"X8" TEE & RJ N: 1995719.648 E: 6229719.563 SEE NOTE 11 8" 45' BEND & RJ SEE NOTE 11 CAUTION! EXISTING 12" HPG 8" 45" BEND & RJ N: 1995725.302 E: 6229727.993 SEE NOTE 11 8" 45' BEND & RJ N: 1995720.074 E: 6229725.825 SEE NOTE 11 8"X8"X8" TEE & RJ N: 1995718.564 E: 6229722.176 ~E:::::::SE::E::N:C:O:ltTs!'E'.!1"1_1__.__.-8• WV W/ 11 ----BOX & COVER N: 1995713.392 E: 6229724.315 SEE NOTE 8 10"X8" RDC & RJ N: 1995715.457 E: 6229721.681 SEE NOTE 11 CROSSING DETAIL ----__,.,, __ _ --=-=--- SCALE: NTS IRE HYDRANT N: 1995543. 329 E: 6229803.092 SEE NOTE 7 NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM TI-IE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012, 2. DEFLECT F /L AND/OR PRW AS REQUIRED PER DETAIL 2 ON SHEET 32. 3. A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN TI-IE WATER AND TI-IE SEWER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 4, PROCESS YARD PIPING NOT SHOWN FOR CLARITY. SEE YARD PIPING PLANS FOR UTILITY OVERLAY WITH PROCESS PIPING. 5, SEE WASTE WATER PLANS FOR DETAILS. 6. MINIMUM COVER FOR PRIVATE FIRE LINE AND WATER LINE IS 42-INCHES. 7. INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STANDARD DRAWING W-12 WITH CONCRETE PAD PER SAN DIEGO REGIONAL STANDARD DRAWING WF-01. RESTRAINED JOINTS MAY BE USED IN LIEU OF THRUST BLOCKS. SELECTION OF FIRE HYDRANT ASSEMBLY SHALL BE PER CITY OF CARLSBAD APPROVED MATERIAL LIST. 8. WATER VALVE AND BOX PER CMWD STANDARD DRAWINGS W-13 AND W-16. 9. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. 10. FIRE LINE AND WATER LINE SHALL BE C900 DR 18 PVC PIPE. UNLESS OTHERWISE STATED, ALL UTILITIES ON THIS PLAN ARE PRIVATE. THE STATIC HYDRAULIC GRADE LINE IS 241 FEET. 11. INSTALL RESTRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINTS SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 12. INSTALL WATER SERVICE PER DETAIL 1, SHEET 32. 13. PRIVATE WATER LINE IS POTABLE. UNLESS OTHERWISE INDICATED, ALL BACKFLOW PREVENTION PROTECTION SHALL BE INTERNAL TO THE STRUCTURE. ~t,;;;;===;;;;. ~-,.;;,:.-=,r, "'--·"'-,~"'"""' --~I E ~;; ~~~~j96~t~ft ·-:--Ti----~~===-~--_-_-_-_-_-_-_~------·· ____ -__ 1~-;p~c. -_-_--:;,· '"13ch-____ --~:. ==:-:~~~-~-;;.;;;===-.:,;:;;..=,,,;~;:;;;;;J:;:;;-; .. ;. ~·--~-·~--~-~· .. -;_;_.;_,.,,_:,.;=~~=~~==-=-=--====-_:i 1 L-, I" ---'----,,,r,...CJ-,,,--r::,;--L'.J-,,..------------.,.1,,/,.,-1 --'-----J -----·--·-·--· 1 ----- • o u VI ;; < d•F==="==-~---f "" ,< ~"---··--I (AREA 780) FOR (AREA 780) 'ifr='i!l==.Y!'-==~~ Ii CONNECTION :-w ~ ~STATION I EXISTING NRG FH SEE NOTE 5 N_o_TE 5 -I'--\ " PROTECT IN PLACE , gL wi tel : . , ,~ ~!H~~-~"---.J.v lfl~-"iil7hl""J I I I ~r-· ----I~~---~--'PVC-8"-ww-=i-1_ ------1-A -~H~~k~~L~NT J I ~E~~-r.1~~,-=-=~~-=;;-·=··_·=,l,=-~=t-=-='=-='=-='=-='=-='=-='=-='=-==-=~=-====-==-==-=~~:-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=~~;:::;::::::::i~F;;;;;;;;;;;;;;~w~w~M~H=;1 - -•--,. ELECTRICAL DUCT SEE NOTE 5 I I (AREA 700) BANK SEE OVERALL 8" 22.5' BEND & RJ ELECTRICAL SITE PLANIT==:::::::========------N: 1995679.8121 1 E: 6229623.288 -SEi NOTE 11 , 1 POST TREATMENT SOLIDS (AREA 800) HANDLING UTILITY CROSSING+I -J----7-/ .. (AREA 260) SEE NOTE 2 l., 8" 22.5· BJND & RJ I N: 1995679.818 I t( E: 6229609.098 3c I SEE NOTE 11 I --I I I MA TCHLINE, FOR CONTINUATION SEE SHEET 29 i -------...... --...__, CAUTION I I I EXISTING 12" HPG I "-------1 2" WATER SERVICE N: 1995702.394 E: 6229677.867 SEE NOTE 12 PVC-B"-F/L 8" 22. 5' BEND & RJ N: 1995677.812 E: 6229623.685 SEE NOTE 11 I 8" 22. 5' BEND & RJ N: 1995677.818 E: 6229609.495 SEE NOTE 11 FIRE HYDRANT N: 1995676.671 E: 6229606. 723 SEE NOTE 7 PRODUCT WATER TANK (AREA 900) CSC-54"-PR JVWATER PLANT LEASED LINE SEE NOTE 1 I I - DRAWING NUMBER C-134 0 KEY MAP 0 10· 20' 40' WATER YARD PIPING PARTIAL PLAN 2 Cl) (!) z ! C 1--~ er:: w a. C <( a:l ~ er:: <( () u.. 0 ~ -() ~ CITY OF CARLSBAD ISHEETSI 1-----t--+----------------i----i-----i----i----, ~ ENGINEERING DEPARTMENT 37 ~~-L-------~------r--------.----------r------------,r--------,--------::,,:--A-S_B_U_I_L-:T,:--, ----1-t=___=-=+-L=-~t__=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-i-L=-=-i-L=-~L=-~L=,=I 0 • SCALE AS INDICATED 1----1----+-----------------i-----t----ii-----i--~ GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT DATE APPR~ Gx'zlz12 1¢~3 RCE EXP. ENGIN~MANAGER PE 41204 EXPIRES 3 31 15 DATE REVIEWED BY: 1 DWN BY: S.PEDROZA I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN REVISION DESCRIPTION RVWD BY: J.PRIOR RP 05-12A ENGINEER OF WORK DTHER APPROVAL CITY APPROVAL 463-60 INSPECTOR DATE g oi i 0 0 0 "- - 2" WATER SERVICE N: 1996238. 794 E: 6229360.364 SEE NOTE 12 WATER PLANT EASEMENT SEE NOTE 1 PVC-6"-PRW ,. ~ -"'--MATCHLINE, FOR CONTINUATION SEE SHEET 26 _ SEE PROCESS MECHANICAL PLANS (AREA 200) FOR PRETREATMENT (AREA 200) CONNECTION --------------------------- BACKWASH PIT (AREA 250) PVC-B"-WW SEE NOTE 3 I ~I I [i NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0609223, DATED 12/24/2012. 2. PRIVATE WATER LINE IS POTABLE. UNLESS OTHERWISE INDICATED, ALL BACKFLOW PREVENTION PROTECTION SHALL BE INTERNAL TO THE STIRUCTURE. 3. SEE WASTE WATER PLANS FOR DETAILS. 4. SEE STORM WATER PLANS FOR DETAILS. I r-----------------------------------------------1--0 5. MINIMUM COVER FOR PRIVATE FIRE LINE AND WATER LINE IS 42-INCHES. ,. r----------------------1 I Irr-F/L FIRE HYDRANT N: 19961 B6.140 E: 6229299.800 SEE NOTE 6 I I I I w 1 -~11w .--I I l'==c~ SEE PROCESS MECHANICAL PLANS (AREA 220) FOR CONNECTION PVC-10"-SD SEE NOTE 4 CLEARWELL (AREA 220) SEE PROCESS MECHANICAL PLANS (AREA 220) FOR =="==""'""''='lli"=f=='f-=CONNECTION l.J, . .l _J ,. ~ I-'-------, t-·---·------·-rt-·------{f ----· = .q,= = = --·--=1,,;!, ELECTRICAL BUILDING UTILITY CROSSING SEE NOTE B ·t'4<-.L-- -_ _,,.1 11-♦H-'J!'./L W F/L W I I ,I I I j PVC-6"-PRW PVC-8"-WW SEE NOTE 3 REVERSE OSMOSIS (AREA 500) WW MH-4 SEE NOTE 3 I I I I 1~ I-I~ V) 6. INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STANDARD DRAWING W-12 WITH CONCRETE PAD PER SAN DIEGO REGIONAL STANDARD DRAWING WF-01. RESTRAINED JOINTS MAY BE USED IN LIEU OF THRUST BLOCKS. SELECTION OF FIRE HYDRANT ASSEMBLY SHALL BE PER CITY OF CARLSBAD APPROVED MATERIAL LIST. 7. PROCESS YARD PIPING NOT SHOWN FOR CLARITY. SEE YARD PIPING PLANS FOR UTILITY OVERLAY WITH PROCESS PIPING. 8. A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN THE WA TIER AND THE SEWER. STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 9. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS 10. FIRE LINE AND WATER LINE SHALL BE C900 DR 18 PVC PIPE. UNLESS OTHERWISE STATED, ALL UTILITIES ON THIS PLAN ARE PRIVATE. THE STATIC HYDRAULIC GRADE LINE IS 241 FEET. 11. INSTALL RESTIRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINTS SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT . 12. INSTALL WATER SERVICE PER DETAIL 1, SHEET 32. 13. WATER VALVE AND BOX PER CMWD STANDARD DRAWINGS W-13 AND W-16. 14. DEFLECT F /L AND/OR PRW AS REQUIRED PER DETAIL 2 ON SHEET 22. • KEY MAP .... 0 10· 20' 40' DRAWING NUMOC:R WATER YARD PIPING C-135 PARTIAL PLAN 3 (/') (!) z ! 0::: 0 I--:i 0::: w ll. 0 < co (/') .J 0::: < 0 u.. 0 ~ -0 ~ CITY OF CARLSBAD I SHEETS I 1----+--+----------------+---+---+---+---l Ll§_j ENGINEERING DEPARTMENT 37 1-----11---4-----------------+--+----l---+---l GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ' !.I <D ,~ I (.) " , ~ 0 J "' 0 "' 1}5" 0 N ' .. ' N " .S .. ::, .; _Q • • E· • -0 0 -0 [: 0 0 0, • E i= "' 0 N ' .. ' N -z 0 0 " " > 0 V, -• 0 V V, C) " 0 co "' I Q. " I ~ I u I 0 0 "' / J 5 G / V, ... I:: J: V, / "' 0 0 .. "' " .. / , 0 " n. / 0 <[ 0 -< / 0 <[ (.) <[ / -• j_;: 0 0 ::, V, u z I V, => -< u • 0. V, en <[ in w J s> C • • => I I ~ I I I I ~1 ~I :::c ;1 (/) 51 F ~I F 6" WATER SERVICE LINE SEE PROCESS MECHANICAL PLANS (AREA 800) FOR CONNECTION~ UTILITY CROSSING SEE NOTE 15 POST TREATMENT (AREA 800) ELECTRICAL DUCT BANK SEE OVERALL ELECTRICAL SITE PLANS FOR DETAILS REVERSE OSMOSIS/ADMINISTRATION BUILDING AREA 500 PVC-8"-F/L 6" 45" BEND & RJ N: 1995750.854 E: 6229547.686 SEE NOTE 11 PVC-6" -PRW 2" WATER SERVICE N: 1995727.490 E: 6229557.353 SEE NOTE 12 ELECTRICAL DUCT BANK SEE OVERALL ELECTRICAL SITE PLANS FOR DETAILS 8" 45" BEND & RJ N: 1995651. 771 E: 6229414.620 SEE NOTE 11 6" 45" BEND & RJ N: 1995655.015 E: 6229412.017 SEE NOTE 11 8" 45" BEND & RJ N: 1995642.608 E: 6229392.812 SEE NOTES 11&15 6"X6"X6" TEE & RJ N: 1995645.998 SEE DETAILED PLAN FOR CALLOUTS~--.1 PVC-4"-WW SEE NOTE 3 UTILITY CROSSING SEE NOTE 15 6" 45" BEND & RJ N: 1995626.614 E: 6229480.505 SEE NOTE 11 12 KV ELECTRICAL LINE PVC-4"-WW SEE NOTE 3~~ UTILITY CROSSING SEE NOTE 15 11 11 4" 45' BEND &: RJ N: 19956.32.587 E: 6229396.104 SEE NOTE. 1,1 ' - - - -_[___ ------------------------- PRODUCT WATER TANK (AREA 900) 8"XB"X6" TEE & RJ N: 1995668.506 E: 6229561. 757 SEE NOTE 11 PARKING I I WATER PLANT 1--LEASE LINE SEE NOTE 1 NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012, 2. PRIVATE WATER LINE IS POTABLE. UNLESS OTHERWISE INDICATED, ALL BACKFLOW PREVENTION PROTECTION SHALL BE INTERNAL TO THE STRUCTURE. 3. SEE WASTE WATER PLANS FOR DETAILS. 4. SEE STORM WATER PLANS FOR DETAILS. 5. MINIMUM COVER FOR PRIVATE FIRE LINE AND WATER LINE IS 42-INCHES. 6. FIRE LINE AND WATER LINE SHALL BE C900 DR 18 PVC PIPE. UNLESS OTHERWISE STATED, ALL UTILITIES ON THIS PLAN ARE PRIVATE. THE STATIC HYDRAULIC GRADE LINE IS 241 FEET. 7. INSTALL FIRE HYDRANT ASSEMBLY PER CMWD STANDARD DRAWING W-12 WITH CONCRETE PAD PER SAN DIEGO REGIONAL STANDARD DRAWING WF-01. RESTRAINED JOINTS MAY BE USED IN LIEU DF THRUST BLOCKS. SELECTION OF FIRE HYDRANT ASSEMBLY SHALL BE PER CITY OF CARLSBAD APPROVED MATERIAL LIST. 8. PROCESS YARD PIPING NOT SHOWN FOR CLARITY. SEE YARD PIPING PLANS FOR UTILITY OVERLAY WITH PROCESS PIPING. 9. A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN THE WATER AND THE SEWER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 10. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. 11. INSTALL RESTRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINTS SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 12. INSTALL WATER SERVICE PER DETAIL 1, SHEET 32. 13. WATER VALVE AND BOX PER CMWD STANDARD DRAWINGS W-13 AND W-16. 14. INSTALL 4" DOUBLE DETECTION CHECK VALVE PER CITY OF CARLSBAD STANDARD DETAIL W-22 15. DEFLECT F /L AND/OR PRW AS REQUIRED PER DETAIL 2 ON SHEET 32. 16. INSTALL 8" DOUBLE DETECTION CHECK VALVE PER CITY OF CARLSBAD STANDARD DETAIL W-22. 17. INSTALL 2.5" BFP PER CMWD STANDARD DRAWING W-20, MODIFIED W/ NO METER AND VALVE. sl ~r ·ri -~E-~~~~5'=~ E~~~~~~~!:.~~~~~F~~~-E: 6229390.555 --~----·fl:--·•· T-1--:=p/f-= -/S~E NOTE 1,1 PVC-18"-SD SEE NOTE 4 • ~r--~_;_ _ ....J -:::c ~I I I I I I I 1.-.. L "' EXISTING WEST RETAINING WALL WARNING D IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE c • •=,; GJ-~~~-~g~sf _ ___, ~--1---1 a---...:.cK--f-J,_I -4• 45" BEND &: RJ N: 1995624.749 . 1 1 _. E: 6229392.854 ------ ---- WATER PLANT LEASE LINE SEE NOTE 1 SCALE AS INDICATED DATE DECEMBER 2013 FILENAME 1300-C-YP-MP-136 ·,,-, ' 6" WV W/ BOX & COVER N: 1995648.869 E: 6229389. 368 SEE NOTE 13 FIRE HYDRANT N: 1995644.287 E: 6229383.360 SEE NOTE 7 a• 45" BEND & RJ N: 1995644.119 E: 6229389.169 SEE NOTE 11 I _,. . -_ "\ ': ' --._ --/;;:;> . / 1/ CB-3-x:;; / . -• _ , _ ·--,2: -_-·__ V/ ELECTRICAL DUCT , --· _ BANK SEE OVERALL ELECTRICAL SITE PLAN -PVC-4"-PRW I I I I I I 11 ;!:: -,li NI ;!:: - . I ~, I 3= ll SEE NOTE 11 6" X 4 • RDC &: RJ _ N: 1995637.266 E: 6229394.194 SEE NOTE 11 I x"''""' I I I I SD MH-1 SEE NOTE 4 s• WV W/ BOX & COVER N: 1995641.610 E: 6229392.371 SEE NOTE 13 PVC-4"-PRW 96" CULVERT _ ~EXISTING RETAINING / _· -•WALL -MATCHLINE. FOR CONTINUATION SEE SHEET 30 POSEIDON WATER ARCADI SEE PROCESS ARCHITECTURAL/ PLUMBING PLANS (AREA 500) FOR CONNECTION 2.5" 90" BEND N: 1995660.621 E: 6229500.951 SEE NOTE 11 "AS BU IL T" DETAILED PLAN □ KEY MAP .f 0 10' 20' 40' DRAWING NUMBEF-; WATER YARD PIPING PARTIAL PLAN 4 C-136 en C) z ! 0:: 0 1--::e 0:: w 0. 0 <( Ill ~ 0:: <( 0 u. 0 ~ -0 1----4---1-------------1-----I----I-----I----I fs@l CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 37 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT 01 □E RCE EXP. DATE 1----+---+--------------+---l---+---+--APPz= uv11Z1 d/W.3 1--~RE;:;V:;IE:;:WE::;::D=;B;:Y;-: -=~-===:.,_--------c==r===r==============~r:===r=~c==r==i ENGINEERING MANAGER PE 41204 EXPIRES 3 31 15 DATE 1 DWN BY: .PE ROZA I PROJECT NO. I DRAWING NO. technologies ltd. DAlE INITIAL DAlE INITIAL CHKD BY: R.BUEN REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR RP 05-12A 463-6D INSPECTOR DATE DA lE INITIAL ENGINEER OF WORK I u "' 0 Oi 13 o_ a; 0 00 ;; 0 u VJ ;; ~ - /. EXISTING B" FUEL OIL PIPE . . ELECTRICAL DUCT BANK SEE OVERALL ELECTRICAL SITE PLAN UTILITY CROSSING SEE NOTE 2 UTILITY CROSSING SEE NOTE 2 PVC-4"-PRW / / / MATCHLINE, FOR CONTINUATION SEE SHEET 29 4" 45" BEND & RJ N: 1995586.288 E: 6228941.522 SEE NOTE 6 PVC-4"-PRW . \ I 4" 45" BEND Ile RJ\ N: 1995557.172 · E: 6229229.558 SEE NOTE 6 4" 45" BEND Ile RJ N: 1995550.640 E: 6229226.850 SEE NOTE 6 PVC-4"-PRW '? ' I UTILITY CROSSING APPROXIMATE INVERT ELEVATION OF EXISTING UTILITIES :I: 3716.5 TO 3718.0 SEE NOTE 2 '\_ I I I . I I I 4• 45" BEND & RJI N: 1995463.254 E: 6229015.665 I SEE NOTE 6 4" 45" BEND & RJ N: 19954 7 4. 896 E: 6228987.610 SEE NOTE 6 I I 31 3 I l l I ' 3 3 I , INTAKE/DISCH~RGE EASEMENT SEE NOTE 1 I i ". . ·. --_ _J -\\ -\\/ ' I / J I / 4 . w--w--w--w~-w~ w w / I ._/ •; UTILITY CROSSING . ./ / / "' SEE NOTE 2 ·, /--... =c-cc .. =···=·-=-==========:c==========··=·-,f / .f 1/ /. /" /' / /;' EXISTING 8" EXISTING SANITARY SEWER --'[ FUEL OIL PIPE ,,/ . 1//~~ / 4 --✓--✓-- ------EXISTING /, 8" SD __/ ,, ,., ' ' MATCHLINE, FOR CONTINUATION SEE SHEET 31 UNDERGROUND CHEMICAL PIPING /EXISTING / 12" HPG / EXISTING 12" FUEL OIL PIPE EXISTING 8" / PRIVATE _/ WATER LINE -NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 2. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES IS NOT KNOWN. FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION AND DEFLECT PRW EITHER ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED PER DETAIL 2 ON SHEET 32. 3. MINIMUM COVER FOR PRIVATE WATER LINE IS 42-INCHES. 4. PROCESS YARD PIPING NOT SHOWN FOR CLARITY. SEE YARD PIPING PLANS FOR UTILITY OVERLAY WITH PROCESS PIPING. 5. A MINIMUM OF 1" VERTICAL SEPARATION BETWEEN THE WATER AND THE SEWER, STORM DRAIN. AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 6. INSTALL RESTRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINT SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. 8. WATER LINE SHALL BE 0900 DR 18 PVC PIPE. UNLESS OTHERWISE STATED, ALL UTILITIES ON THIS PLAN ARE PRIVATE. TI-IE STATIC HYDRAULIC GRADE LINE IS 241 FEET. 9. EXISTING UTILITIES SHOWN ARE FROM SURVEY PREPARED BY SHA INC. NO VERTICAL INFORMATION IS AVAILABLE. LOCATIONS ARE NOT VERIFIED. LOCATION AND ELEVATION TO BE VERIFIED PRIOR TO CONSTRUCTION. 10. PRIVATE WATER LINE IS POTABLE. UNLESS OTHERWISE INDICATED, ALL BACKFL0W PREVENTION PROTECTION SHALL BE INTERNAL TO THE STRUCTURE. I I KEY MAP ✓r • 0 1 O' DRAWING NUMBER C-137 20' 40' WATER YARD PIPING PARTIAL PLAN 5 V, C, z ! 0:: C 1--~ 0:: w a. C <( co ~ 0::: <( 0 u. 0 ~ -0 ~ 1----------y-----r::-:---:-::--:-~==------r----.-----------~-----~-r-----;;-,,A-:--:S:::--::8::--:-U-:-:-IL~T::-;;,,:------,1---+-+-----------t----t--t------r---i -SCALE AS INDICATED ~ CITY OF CARLSBAD ISHEETSI l----+--1---------------t---t----t---j-~ LlQ_J ENGINEERING DEPARTMENT 37 f----+---t---------------4"--,-7'--,--, GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ! , ''"•"' ::.,:,~::w~::~m (Qi POSEIDON WATER ARCADI °'" '-P~PR .... ~O""""'J,~=~~~L.c..,· ~~~~£cc'v~~&2,,.,..E=·K=I =-=--=--::-::-,¢ldt ~ IF THIS BAR DOES KSD ~g 1--___:R;;;C:;=E;;;:;;~~::--=E:.:XP..:·-===:..._--------t----_-_-_-t+---_-_-_-+l--.,,-,-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--r_-_-_-_-_--tt----_-~-rf----_-_-_,t----_-_-,7 ENGIN~ MANAGER PE 41204 EXPIRES 3 31 15 DATE <: NOT MEASURE 1" > REVIEWED BY: ZA i;i ~~~ ~~A~c"At~s K1ewn,aEA " IDE □ATE INITIAL DATE INITIAL DATE INITIAL g:0s;~,S-:.~~~~ ;;;;~~ 1 ~ DRAWING NO. i L _____________ 1 _______ 1 ________ JL_2.t.~-;,.~-s-1li._l ______ ~~:":"":"''~'0 :" ~-------L ___ ':e~ch:n:o:lo~gi:es~l:td~. ___ J_ _ _j1N~S~PiEC£T~O~Rc======--=:.:JD2A~TE[_= __ fE~N~Gl:NEE~R~oF:_w:o:R:iK ---~R:E~V::IS::.IO:N.:....:D::E::S:.:C::.R:IP~T~l.:O:.:N ___ _J__::OlH~E~R:..:A:PP::R~OV:AL:...1_c::::1rr::.'.A:PP::R'.'.'.OV:A:::.L~R;;V;:WD::;;;;;;;BY;;;:;:J::.P::Rl::OR;;;;;..:::::::::::::::::::::::::::::::~;;;4;;;6;;;3;;;-;;;6::::D:!J w 0 9. w .... <O 2 0 0 <D "' a E i= <'l 0 N " .:!:. N -" 0 u V1 :i 0 ro <'l I a. " I ~ I u I 0 0 "' / ~ 5 9-1" w w I ~ "' g ., "' "' ., / ,3 ,,, ~ 0 « u ? - ELECTRICAL DUCT BANK SEE OVERALL ELECTRICAL SITE PLAN MATCHLINE, FOR CONTINUA llON SEE SHEET 30 I I 7 ~/ 4': 45' BEND & RJA N: 1995637.010 E: 6228819.209 SEE NOTE 6 3: / 4"X4"X4" lEE & RJ / N: 1995606.806 E: 6228746.205 4" SERVICE LINE SEE NOTE 6 \ MECHANICAL PLANS L I'\ SEE INTAKE PUMP STATION /~~.....,--t----\- FOR CONNECTION DETAILS -l's 3: --------------"-'rl. 1'°'1"-Ii INTAKE PUMP STATION (AREA 100) ) I ' ~', I EXISTING 8" ::.:·· .--=----=--=--=--=--~_Ji I'\_ ' I FUEL OIL PIPE 3: I '\__SEE LANDSCAPE PLANS FOR CONTINUATION I I h------I -----' INTAKE/DISCHARGE1 3: L ' --- n EASEMENT n H SEE NOTE 1 H ' ----- 3: ' • ----- ----- I I CK i , , , , , 'i 3: i'\___UTILITY CROS~ING \_EXISTING I I ----- --_,___ 14' CONNECTION EASEMENT SEE NOTES 1 & 11 ----------- I I ------Ii SEE NOTE 2 I -~[{f~~L -6~~~~~~GE CHANNEL : / '··--, 1 ,_I__ PARKING i j 3: : : 7· L.' _ __;_-"--------,------------c--·--·--·-·-----~--=::_.=_-____ -:, ___ --------· ------·--. I I ~--------------------·· · ------------------+---___;_..,,+----. -----------~--- ;;: -. ··------. --.._ _____________ ',i r-·· . ------. 0 ll---. 1 ·. /----~~---------------------~-------------------------------· ....... -. . ... . . __ ·-H H -+---------.. -~-----~-------__ ,. ________________________ -----·-------·--· .. --------•-•-•-----J ''•-.,,,...,_ --·--.. ·-... --------·----------------u .... ----"" ·-·--·----·-·--·••'-" ..... ----·-u . ----~>-.c~ <·::::•-=--==--·==:--;=:~=-=-=:::~.: -----··------·---==== -~ ---' ·----------------·7"-' ~~--,----: --------:-,,'--------...... ·---------------·--~---·---~----· ·--~--·-· ---I ---i----'-t I -· ---______ ,. _______ ---. ------·----·-·· ---•------------------~ ', ~-• ~ f ----·---------> I , --... __ ~ -..__ ...... ,._ ---~--~ ........ -__ , __ ,,__,. -- 1 ·' --~-~--"-.. ~---·, \ ---------- I ·1 , I ,' ~SEE LANDSCAPE PLANS FOR CONTINUATION EXISTING GAS EXISTING DISCHARGE CHANNEL NOTES: 1. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DA TED 12/24/2012. 2. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES IS NOT KNOWN. FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION AND DEFLECT PRW EITHER ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED PER DETAIL 2 ON SHEET 32. 3. EXISTING UTILITIES SHOWN ARE FROM SURVEY PREPARED BY SHA INC. NO VERTICAL INFORMATION IS AVAILABLE. LOCATIONS ARE NOT VERIFIED. LOCATION AND ELEVATION TO BE VERIFIED PRIOR TO CONSTRUCTION. 4. WATER LINE SHALL BE C900 DR 18 PVC PIPE. UNLESS OTHERWISE STATED, All UTILITIES ON THIS PLAN ARE PRIVATE. THE STATIC HYDRAULIC GRADE LINE IS 241 FEET. 5. MINIMUM COVER FOR PRIVAlE WAlER LINE IS 42-INCHES. 6. INSTALL RESTRAINED JOINTS PER TABLE ON SHEET 32. RESTRAINED JOINTS SHALL BE FROM THE APPROVED MATERIALS LIST BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. PROCESS YARD PIPING NOT SHOWN FOR CLARITY. SEE YARD PIPING PLANS FOR UTILITY OVERLAY WITH PROCESS PIPING. 8. A MINIMUM OF 1' VERTICAL SEPARATION BETWEEN THE WAlER AND THE SEWER, STORM DRAIN, AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL CROSSINGS. 9. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENT. 10. PRIVATE WATER LINE IS POTABLE. UNLESS OTHERWISE INDICATED, ALL BACKFLOW PREVENTION PROTECTION SHALL BE INTERNAL TO THE STRUCTURE. 11. ASPHALT REMOVED DURING CONSTRUCTION TO BE REPLACED IN KIND AND GRADE. KEY MAP k 0 10' 20' ..... 40' DRAWING NUMBER WATER YARD PIPING PARTIAL PLAN 6 C-138 en (!) z ! 0::: 0 1--~ 0::: w a. 0 <C al en ..J 0::: <C 0 u. 0 ~ -0 0 « u ? ~ CITY OF CARLSBAD ~ l-----li---+----------------+---t----+---t-----1 ~ ENGINEERING DEPARTMENT l1I_J b G: l-----li---+----------------+---t----+---t-----1 "o ~--------------~-------~----------.---------a---------------------,-------------,-----------::--------:-:---------,1----+--+-----------------t---i-----t-----t---i a, SCALE AS INDICATED "As Bu IL T" GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ¥ WARNING DATE DECEMBER 2013 ~\'-oFESS~~ ~} POSEIDON WATERlrft ARCADI ~ o 1 i-F-IL-EN_A_M_E_13_o_o--c---YP---M-P--1-3-B-1 fh~,~-•: ~ f½ ~ lflft DATE APP~D: ___ G_yE~ 1 K. V~ P1KI a-.~s1a22 ll: 1----·-------------+----~~--------t X7/4n~ 11/4?-df 'D IF THIS BAR DOES I<' -08130/1.!l. •"' KSD ~ L_~R:;:CE~~~~.....::E:.::XPc.:--====----------1--~~---l---,r---------------+--+--jf------+---I ENGNEERING MANAGER PE 41204 EXPIRES 3/31/15 DATE -NOT MEASURE 1" -~ I' REVIEWED BY: /1\ ~ THEN DRA\\1NG IS "'1,.,, C,V\\. "-~~ ,~ IQ E OWN BY: S.PEDROZA I PROJECT NO. I DRAWING NO. cl NOT TO SCALE . ._..OFc"lfO"' KJEWITSHl;A,_""':, ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R,BUEN RP QS 12A 463 60 ~ L ______________ L _______ J_ _________ _j __ j/~J.r-:i~t·"~,£.lfL_JL ______ ___:~:":"'~'"":TI":!l'"J~::=J--_______ L ___ ~1=ec:h:n:ol:og~ie:s~l:td:· ___ J. __ ,!!IN:!_:S~PlEC£T~O:):RL.._ ________ _JD~A:,:T!E ____ tE:NGl:N:E::ER:..'.'.'.OF~WO:R:JKL __ _:R.:.E:V.::l.:S~IO::N.:...:D::E:.:S::C::R.::l:..P.:.T~IO::.N:.... ___ 10~1H=E==R~A:P:::PR:::o:vA::L1...:c::1TY:_:AP:::P:Ro~v:A:.Ll.:R:;V;;;:W::D:;;;;B;;;;Y:::J::.P;;R::IO::R~::::::::::::::::·:::::::::::..:::::::::=-:::::J m n I u -" 0 > 0 ~ :;: '° ,; 0 N ' ~ ' N " C • " i " " " 0 .E 0 0 0 c[ " ci ,; Is -·~ D "" --... .. ..... N -B 0 0 u " > 0 V, --• " u V, C, "" 0 O> "' I a. " I ~ I u I 0 0 " / ~ > u / V, >-w w I V, / n 0 0 • "' " .. / , 0 "' a. / 0 <( u <( / 0 <( u <( / -• ~ 0 0 ::, "' u z I "' :, <( u ID 0 V, V, <( "' w J " C 0 a :, 11 ' WARNING D IF THIS BAR DOES NOT MEASURE 1" THEN DRA\\1NG IS NOT TO SCALE ' 45" BEND (TYP) -~"" ' ~ NOTE: ' ALL JOINTS SHALL BE RESTRAINED PER THE TABLE ON THIS SHEET. EXISTING UTILITY N01ES: ITEM NO 0 SIZE AND DESCRIPTION SIZE X (DIAMETER SERVICE SADDLE AS SHOWN ON PLANS) WATER MAIN BRONZE CORPORATION STOP • DIAMETER AS SHOWN ON PLANS X REQUIRED LENGTH COPPER PIPE TYPE "K" SOFT /RIGID OR UNLESS OTHERWISE SPECIFIED BY CITY OF CARLSBAD ,.,- 2 ·-------it ~ 3 4 N01ES: 1. REFER TO CITY OF CARLSBAD SPECIFICATIONS WHERE APPLICABLE. 2. INSTALL CORPORATION STOP WITH KEY IN THE SIDE POSITION. 3. SIL VER SOLDER JOINTS SHALL NOT BE USED. 4. MATERIALS SHALL BE SELECTED FROM THE CITY OF CARLSBAD'S APPROVED MATERIALS. 6B WATER SERVICE DETAIL NTS PROPOSED/ EXISTING PIPE AS 2, SHOWN ON PLANS MIN q TYP ,<, // SEE NOTE 2 .I ~ "" --, PROPOSED PRW ORF/LAS SHOWN ON PLANS PROPOSED PRW ORF/LAS SHOWN ON PLANS - PROPOSED/ EXISTING PIPE AS -S~~ ~~~A,NS ~ ......._, ~--, ~ SEE NOTE 6 (ft ' J - ::--.:::: ----!.:...,_ -:=:--:: '---PROPOSED PRW ORF/LAS SHOWN ON PLANS :....-:::: -~ -:::--..: , r ~ .... '/1/ 1' MIN ~ , ' ------~ ~~--- ------- PROPOSED/ EXISTING PIPE AS SHOWN ON PLANS NOTES: ~ PROPOSED PRW ORF/LAS SHOWN ON PLANS MINIMUM RESTRAINED LENGTHS FOR PVC PIPE FITTING TYPE NOMINAL SIZE BRANCH SIZE LENGTH (FT.) LOW SIDE RESTRAINED RESTRAINED (IN.) (IN.) ALONG PIPE DEPTH (FT.) LENGTH 1 (FT.) LENGTH 2 (FT.) CAP 4 58 HORIZONTAL BEND 11.25' 4 2* HORIZONTAL BEND 22.5" 4 4• HORIZONTAL BEND 45" 4 8* HORIZONTAL BEND 90" 4 20• TEE 4 4 2 42** VERTICAL OFFSET 11. 25' 4 6 s• 2 CAP 6 82 HORIZONTAL BEND 45' 6 12• HORIZONTAL BEND 22.5" 6 6* HORIZONTAL BEND 11.25'/PVI 6 3* TEE/WYE 6 6 73•• VERTICAL OFFSET 45" 6 34* 7 CAP B 107 HORIZONTAL BEND 45' B 15* HORIZONTAL BEND 22.5' B 7* HORIZONTAL BEND 11.25'/PVI 8 4* TEE 8 6 71 •• TEE/WYE 8 8 99** CAP 10 128 HORIZONTAL BEND 90' 10 42* HORIZONTAL BEND 45' 10 18* HORIZONTAL BEND 22.5' 10 9• HORIZONTAL BEND 11.25'/PVI 10 s• TEE 10 8 2 86* TEE 10 10 1 120• VERTICAL OFFSET 45' 10 7 53* 10 CAP 12 152 HORIZONTAL BEND 11.25' 12 HORIZONTAL BEND 22.5' 12 10• HORIZONTAL BEND 45' 12 21• 1. JOINTS SHALL BE RESTRAINED PER THE TABLE ON THIS SHEET. 1. CONTRACTOR MAY DEFLECT PVC PIPE AT JOINTS TO OBTAINED REQUIRED CLEARANCE. HORIZONTAL BEND 90' en (!) 12 49• 2. FOR WET UTILITIES AND GAS LINES, A MINIMUM OF 2' VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. FOR DRY UTILITIES (GAS LINES NOT INCLUDED), A MINIMUM OF 1' VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. 2. MAXIMUM JOINT DEFLECTION SHALL NOT EXCEED 75% OF MANUFACTURER'S RECOMMENDATION ON ANY JOINT. 3. ALL JOINTS SHALL BE RESTRAINED AS IF THEY WERE 11.25' BEND PER THE TABLE ON THIS SHEET. REDUCER 12X8 TEE 12 REDUCER 10XB 81*** z 12 2 135* 43*** ! SCALE AS INDICATED ,, DATE DECEMBER 2013 Fl LE NAME 1300-C-YP-MP-139 4. MINIMUM RADIUS SHALL NOT BE LESS THAN THE MANUFACTURER'S RECOMMENDATIONS PER PIPE SIZE AND CLASS. 5. PIPE SHALL BE PLACED SUCH THAT AT THE POINT OF CROSSING A SINGLE LENGTH OF PROPOSED PIPE SHALL BE CEN1ERED AT CROSSING LOCATION WITH EXISTING OR PROPOSED UTILITY. 6. FOR WET UTILITIES AND GAS LINES, A MINIMUM OF 2' VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. FOR DRY UTILITIES (GAS LINES NOT INCLUDED), A MINIMUM OF 1' VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. DEFLECTION DETAIL HORIZONTAL BEND 90' 8 • LENGTH TO BE RESTRAINED ON EACH SIDE OF BEND. ** LENGTH TO BE RESTRAINED ALONG BRANCH. ••• LENGTH TO BE RESTRAINED ON LARGE SIDE OF REDUCER. 35 NOTE: 1. IF RESTRAINED LENGTHS EXTEND INTO NEXT FITTING, PIPE SHALL BE FULLY RESTRAINED BETWEEN BOTH FITTINGS AND TO THE LENGTH INDICATED ON THE OUTSIDE OF EACH FITTING. DRAWING NUMBER C-139 WATER YARD PIPING DETAILS 0::: 0 1--:i 0::: w a. 0 <( Cl ~ 0::: <( (.) IJ. 0 ~ (.) ~ CITY OF CARLSBAD ~ 1------+--+-----------------+--+----+--+---I ~ ENGINEERING DEPARTMENT ~ 1----1----+-----------------+---+----,l----+---I GRADING PLANS FOR: "AS BUILT" CARLSBAD DESALINATION PROJECT DATE APPRO~E · Gx 2'!:N_ms19: Exp.06130flt.l ;' KSD it ~-~RCiE~~~_;E~X:'.:.:P·:.===--------l----1---1,r------------+---1--t--i---1 __ ~ 11/4¥-l ~ ~ ENGINE RING MANAGER PE 41204 EXPIRES 3/31/15 DATE "' !' ' IDE REVIEWED BY: /1\ ~~~=,a,~~efr=====""======'=='==,;=======: ~~ C/V\\. ~~ J! DWN BY: S.RMtlREZ PROJECT NO. DRAWING NO. o,c,,.u,o ~[~TJ~.~R DATE 1NrnAL DATE 1NmAL □ATE 1N111AL CHKD BY: R.suEN .~ technologies ltd. ENGINEER □F w□RK REVISION DESCRIPTION OTHER APPROVAL ciTY APPROVAL Rvwo BY: J.PR1□R RP 05-12A 463-6D /?_. ,-,1• INSPECTOR DATE I u I I 12" NRG F /L BY OTI-lERS WW C0-7 RIM ELEV: 39.90 INV ELEV: 35.54 N: 1995640.546 E: 6229460.398 'I 12KV LINE BY OTHERS ! ~ 11 ww co-a RIM ELEV: 41.50 INV ELEV: 35.69 N: 1995655.150 E: 6229433.083 11 PVC-6"-WW SEE RO/AOMIN BUILDING MECHANICAL PLANS FOR DETAILS 6"X6"X6" WYE INV ELEV: 35.68 N: 1995654.420 E: 6229434.866 6"X6"X6" WYE INV ELEV: 35.52 N: 1995642.208 E: 6229464.315 REVERSE OSMOSIS/ ADMINISTRATION BUILDING (AREA 500) PVC-6"-WW @ 0.50:ir: PVC-6"-WW SEE RO/ADMIN BUILDING MECHANICAL PLANS FOR DETAILS PVC-6"-PRW SEE NOTE 3 - -----i TI-II$ SHEET FOR CONTINUATION hSEE DETAILED PLAN 1 REVERSE OSMOSIS/ADMINISTRATION BUILDING (AREA 500) ,---PVC-4"-WW@ 0.90:ir: 1::-- ='baa"" ~FLOOR DRAIN t -. :;= ' 1wr· 1 6"X6"X4" WYE I INV ELEV: 35.26 I , N: 1995662.149 _"ff-_ I E: 6229512.489 I ~ PVC-6"-ww @ o.50:,r; PVC-6"-WW SEE PROCESS MECHANICAL PLANS (AREA 500) FOR CONNECTION PVC-6"-WW SEE RO BUILDING MECHANICAL PLANS FOR DETAILS GRATE ELEV: 39.58 INV ELEV: 36.58 N: 1995527.154 E: 6229567.151 PVC-4"-SD PERFORATED PIPE SEE NOTE 4 PRODUCT WATER TANK (AREA 900) ------i WW C0-5 7 RIM ELEV: 41.44 INV ELEV: 34.94 N: 1995645.381 E: 6229564.200 SEE NOTE 11 UNDERGROUND CHEMICAL PIPING SEE SHEET C-152A PVC-4"-WW @ 1.54:ir: 12 KV LINE BY OTHERS 6"X6"X6" WYE STA: 9+99.82 N: 1995718.53 WW C0-6 STA: 9+34.52 N: 1995778.873 E: 6229497.195 SEE NOTE 11 ~--~----.. -· ~E: 6229522.16 ~ --\-r1-~1o~c=-~ f :~:.~;:.:~ ---------;::======;;:::====== --"'=1~~"':""':"""-"':""==':t6. 11.25' BEND __ ,__STA:9+37.29 . STA: 10+22.87 N: 1995776.31 [JD D SUCK BACK TANK (AREA 700) -----~6~95~9~ I N: 1995697.232~E: 6229. 498.2·6. ~ -/=ss-2•-co, --- 1 WW MH-2 '-,_ "'=================·=-~~~--"""SEE SHEET C-152A - ¥.--~M--,V,STA:10+48.72 w;-==--/ II ' N: 1995675.734: -------- E: 6229545.325 · I . SEE NOTE 1 l o 0 4"X6"X6" WYE ' WW VALVE STA:10+55.66 vr·_• ·. ELE.CTRICAL DUCT BANK CHAMBER I t · N: 1995678.387 : SEE NOTE 12 SEE NOTE 6 · , STA: 13+44.90 E: 6229551-73 4 · · N: 1995889.608 ! · · · 1-------------------E: 6229576.317 SOLIDS 6" CPVC WET • ~ HANDLING POST TREA Th1ENT j • (AREA 260) (AREA BOO) WELL VENT PIPE ~ ~NOIT6 ELECTRICAL DUCT BANK SEE NOTE 12 PVC-8"-F /L SEE NOTE 3 (TYP) PVC-8"-PRW t ~WYE~ ~WYE~ 6" SEWER SERVICE WW C0-3 WW C0-2 WW LIFT STATION STA: 13+36.32 SEE NOTE 3 (TYP) I INV ELEV:32.52 STA:12+58.93 STA:13+05.43 N: 1995810.167 N: 1995853.134 I WW MH-1 E: 6229609.185 E: 6229591.408 N: 1995881.680 E: 6229579.597 SEE NOTE 6 ~-Pvc-a·-ww STA:11+59.12 SEE NOIT 2 SEE NOTE 2 N: 1995717.944 + · E: 6229647.341 :,:;~~~::::::::~~;;;;;;;;;~~;;;;;;;;;;;;;-;·· ~~~~~;;;;;::::;:;~~!=~~~;;~~~~ SEE NOTE 1 = 12 DO 13+ o l -------, I CAUTION! 1 I EXISTING 12" HPG / Ji ----PVC-8"-WW-f-------+----4 , ______ _ 6" s::. ~~~ B 11 rr. WYE W/ w~o-:~ . -• INV ELEV:35.80 I STA:11+95.68 N: 1995714.635 N: 1995751. 722 E: 6229655.165 -,, I: ~E6~t9J:3~·3_66 __ ..., 8"XB"X6" WYE STA: 12+02.72 N: 1995758.226 E: 6229630.675 4" WYE W/ WW C0-1 STA:13+30.78 'PVC-6"-WW @ 0.50:ir; ~ 1 1 I .:1 I I CHEMICAL STORAGE/TREA Th1ENT (AREA 780) N: 1995876.562 E: 6229581.715 SEE NOTE 2 --~ FOR CONTINUATION SEE SHEET 35 HDPE-4"-WW FORCE MAIN FOR CONTINUATION SEE SHEET 34 DETAILED PLAN 1 6" co.'..12 I INV EL 36.00 ~=""!"===========================~=:::-- N: 1995730.624/ ~~ 50 _JE: 6229693.967 " ~ SEE NOTE 11 50 ----- ·-------·-------· ----------- --------- PVC-6' -WW\ /EXIST GR D rWW VALVE ~HAMBER -------STA: 10+46.22 I ··--1 SE~-~3oT~ •. INV ELEV:37.70 \ FINISHE GRND \ -----\ f ~------------------------------------- -~_j_ \ ---40 \--, r 40 ~vc-s•-ww @ i=0.45% ____ \ -I PVC-6'-WW \ ' I STA: 10+48.72 I------------------------------ , " I \ TA: 13+33.32-I , INV ELEV: 34.92 1 ft I V ELEV: 33.11 , ' -------. I \ , ' , ' PVC a·-ww @ S=o 40% L____ , ~ PVC • WW@ S 0.4 ):,r; ~ f--" > -~ --I ~ •.it,' ~ -, " ; ~- --~ \ 30 \ .. • • 1 ... ..,.,... ..,.,... 30 \ I / "' I V ELEV: 33.11 I ' --;, -- - F I ' " --......::::: -/ -,~ --------·-··-F ' 3 --------g~ ~ en oi 2 N' I" ~ ,-...._ / ~ ._ ~ ~~ ~~-~-~ ~ 0 (/} ~ ...: od ~...J-;::: N f;;-----...J-" 0 ""~ ~ -------------------- --------- - tO,.: . = g I'") «: «: ~e >~ • • •• <( I") I=' ,. < O}=' , N ~ 0 0 ,,.., ~ ur---> u ll. ll. N"'4-C! o+ w tO -+ 0 ~+ ':Lf!= + 0 (0 + ~"' en I -I ,n ~ ,.., ~ . tO .,, -"'--· t--N [;;~ z,,, . c:lw-;<, W I!: Ol Oz-XO ~6~ ~'°~ U°' z ' .,,, w u ~ . ~ w N I'") N ~~ ;1; ~~ ~ ~~ . ~N ~ N--; ~ ~ICO ~ ~ ~~ "! "' ~I~ -~ ~6~ -~ .. '! N ~~ (0 u .. (0 •• •• U) .. ,-... ~;;; '~ L() en~ "' "! -en ~:Ji Q<O ~ Ol N c;· ~~ ~~ i==,,, > 20 20 ::;:> X > l..&J~ w x< :! ~ <w x< ~ ~o . -.t ~ ~ > cri o:i ':: Uiri ..J . u co u"' uo ;e( + Lu -z • -..J ~ • f-I-W II I-I C I~ N, a..!" <,.., W-(1} W• (I} (/}-(O·Ul z ...... c; ,. u·O 5 (/}~w I+ d~ 1D + § ii: WO ii:+ w~ ,' + d +w ~§ ·co~+ ci j ·co+ § -+ ~~~ !:I~ ·co~+ !:I§ "io~+ ':'.l§ w :c 0 XO 9; (.!) 0 <00 ~..J X ~ XN I!: ;" X r'l X r'l t;:~::;: :l: -:-: . ~ dz j -d 2 1-' ~w . ~ . ~ z ww . -ww . ~ WW > ------ --() ... ~~ ::;:~ i< j::.. > ~f >w :s~ ~t >;:. ~ ~::;: >> XI::< ::;: ~ ;<~ > ':'.l;:: l:!:l ,1-~ ::;: > XI-j5: ::!! > XI-~ ::!! > ..J" - z zW zz • ;i: f-z .. ;i: (/} -z 'v ;i: CJl -z ;..~ (/) -z "'--.t (/} -(/} co (/} a.. (/} (/} "' -.t (/} "' (0 (/} w CJl (/} "'-"'-"'-I ----------- ---------- ------------- ------------ 10 10 9+00 10+00 11 +00 12+00 13+00 14+00 NOTES: 1. INSTALL WW MH PER CITY OF CARLSBAD STANDARD DRAWING S-1A. 2. INSTALL 4" WYE W/ CO PER CITY OF CARLSBAD STANDARD DRAWING S-7. 3. SEE WATER YARD PIPING PLANS FOR DETAILS. 4. SEE STORM WATER PLANS FOR DETAILS. 5. PROCESS YARD PIPING NOT SHOWN IN PLAN VIEW FOR CLARITY. SEE YARD PIPING FOR UTILITY OVERLAY \l\1TH PROCESS PIPING. 6. WW LIFT STATION SEE SHEET 36 FOR DETAILS. 7. LEASED PREMISES AND EASEMENT LINES ARE FROM TI-IE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 8. CONTRACTOR SHALL COORDINATE \l\1TI-l SDG&E TO PROITCT EXISTING 12-IN HIGH PRESSURE GAS LINE. 9. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN TI-IE DOCUMENTS. 10. WASTE WA ITR LINE SHALL BE SDR 35 PS 46 PVC PIPE. 11. INSTALL WW CO PER CITY OF CARLSBAD STANDARD DRAWING S-6. 12. SEE ELECTRICAL SITE PLANS FOR DETAILS . 'ir KEY MAP 0 2.5' 5' 1 D' VERTICAL SCALE 0 1 O' 20' 40' HORIZONTAL SCALE DRAWING NUMBER WASTE WATER C-125A PLAN AND PROFILE 1 en (!) z -~ 0:: C I--:E 0:: w a. C ~ al en ..J 0:: ~ 0 u.. 0 ~ -0 ~ CITY OF CARLSBAD I SHEE.iS I I-----+--+----------------+--+---+--;---; u.;Lj ENGINEERING DEPARTMENT 3 7 1-----11-----+-----------------+---+----ll----+---t GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT DATE AP~ x~Vl/21 1¢:1/4 RCE EXP. REVIEWED BY: ENG'iiiiiiNG MANAGER PE 41204 EXPIRES 3 31 15 DA1E 1 DWN BY: M.A. I PROJECT NO. I DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: J.PRIOR RP 05-12A 463-6D INSPECTOR DAIT I , -, . ' . -- m "' N I u .;. 0 ~ 0 ~ "' N <Xi oi C .,, :, m 0 ,li " c u (JJ ii • PVC-8"-WW FOR CONTINUA TIOl'j BACKWASH PIT (AREA 250) SEE SHEET 35 ~ WW MH-3 ~ 1110·~ PVC-8"-WW FOR CONTINUATION SEE SHEET 35 ----'"---, ELECTRICAL DUCT BANK l_ SEE OVERALL ELECTRICAL SITE PLAN 50 40 -------- .30 20 WW LIFT STATION SEE NOTE 4 ---- z"' Ow Fm ~"' (/) s( :,:: t;: (.) -' 1:!;! ~~ I . ---_.,,.,. ,,, U1.... "' ,t; -sl; "' I=! "' "' "' +o + ~z-~~ s( w s( tn ~-~-t=; ·-·--· u- , _.,., ' ------- Cl z w o-~ '°"' N r...: I-CC! i::; ,,,_o::,"1 ;;; 1:!;! ';! ~ w • 0 ...,J ____ Q,11""" L&J 0) .. W-· ---~- s( > • f--> z .... (/) z ~ . -' w w z-0 z (.) z -· - \ ·-- WATER PLANT LEASED LINE SEE NOTE 6 r FINISHED GRND -~ \_ EXIST GRND I ~ . ' -·-----· -- --·-·· -· - -- / / I ····-··· -~------ w j>:z ~ w [O "' ~--:::i s( .... ~--~ ~---H -' "' '°8 «> • g; N . j>: o, 3: <D <D t') Ii: -~ I= ,t'l 11)1") o::t'--1' ~,..._,-...: U1 ~Zt')N " " · ,~ "-"' ~g; lj;! N ·• W N •• :::J N N 0. ..;-t') t,. <D t') -ro '. 0:: --------------. --+ i;'.j-0 + >-F ..;-~-I t--;;;-I t--G'.i ~:!! • o_, z-'o~ ~ + • +~ • + 0+ o.-W O r.oo COO...J 0:: 0 o,_ .. W F z ":": W 1-..-w I .....-w I .....-W z~ ~ci s( --C/l z s( -V)-.. -, .. -.. f-,. • >--i;; x~1-> x~> ~~> ~~> . i 10 '-t VI -W f z w Ul ~ 1o.. (I) 3i 0.. (I)~ ;::! (/) ~G: . \_ - " EXISTING B' DIA. I UTILITY TUNNEL , -----------~-·- - ~- '- -------- - EXIST 42" WW (PUBLIC} / I ' ~ \/ PVC-4"-WW FORCE MAIN ' -----·--------· . --- ---------- ·-------- 9+50 10+00 11+00 12+00 ; I WW MH-5 STA: 12+73.14 N: 1995986.179 . E: 6229813.468 ' ' STA: 13+09.22 N: 1995952. 704 E: 6229799.995 SEE NOTE 5 PROPOSED 36" HOPE FORCE MAIN BY OTHERS 30' SANITARY SEWER EASEMENT PVC-4"-WW FORCE MAIN _7\ I '1-------I .,-,, i ' ' 4" 90" VERT BEND \_ STA:12+59.40 INV ELEV: 41.85 -K '\.-- . I ~ .... V '~ CORE DRILL EXISTING __/ CONCRETE WALL I ' ~-.... .... ~ . ~ ,,; ~ CD .... • • LO ,-.... + ~-1-+ ~~ :,:: N w "'~ >-~~ s( • f--.... (/) ,i; (/) I ' / / c;:I -----------------------z-· --- z ~--H-iEo. ~ j>: ~ ,t; :!E s( ~ • ·"' (.) ..... :::J ro N L&J 0) N F'°:;._J='c,'° .. + w+> ~"'d 0 "'ci J-T""" 0 <( .... (/)-.. -0) w .. x~> • !~> WU12; "It CJl~ ..._ __ I \ - i_,r-PVC-6"-WW / @ S=0.50!'1: / / '(\ / r -I -, ~ ~ I "' a, Cl ~ ~ "' ~ •-ro ~-f,/ ~ 0) .• 0 ;;; :,:: ~-+ ~-::, w ~~ w f-- >--~ (/) >-x ~ ~ t.n ,i; w \ \_ 36" HDPE FORCE MAIN FOR REFERENCE ONLY LOCATION AND INVERT ARE NOT VERIFIED 50 40 30 20 ------- 10 13+00 13+50 NOTES: THOROUGHLY FILL VOIDS \lv1 TH NON-SHRINK GROUT RECONSTRUCT EXISTING SHELF "\_EXISTING 42" CHANNEL\ ,,.i ' I NOTES: 1. SEE WATER YARD PIPING PLANS FOR DETAILS. 2. WASTE WATER FORCE MAIN SHALL BE HDPE DR 17 PIPE PER CITY OF CARLSBAD SPECIFICATION SECTION 15068. 3. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND TO CONTACT THE ENGINEER IF A CONFLICT EXISTS. 4. WW LIFT STATION SEE SHEET 36 FOR DETAILS. 5. CONNECT TO EXIST. WW MH PER DETAIL THIS SHEET. REPAIR EPOXY LINING IN EXISTING MANHOLE AT FORCE MAIN. CONTRACTOR TO OBTAIN A RIGHT-OF-WAY PERMIT PRIOR TO CONSTRUCTION WITHIN CITY EASEMENTS. 6. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DATED 12/24/2012. 7. VERTICAL BENDS AND VERTICAL SECTIONS OF PIPE TO BE ADEQUATELY SUPPORTED UP THE ACCESS VAULT WALL AND ON THE EAST SIDE OF THE ACCESS TUNNEL. B. EXACT LOCATION OF WW FORCE MAIN IN THE TUNNEL IS NOT DETERMINED AS IT IS UNKNOWN WHAT SPACE SDG&E WILL TAKE. SEWER MAY BE ROUTED THROUGH TUNNEL AS NEEDED TO ACCOMMODATE OTHER UTILITIES. 9. FORCE MAIN TO BE LAID ON SUPPORTS SPACING 12.0 FEET MINIMUM. PROVIDE MINIMUM 20" WIDTH FOR LATERAL DEFLECTION FORCE MAIN. FORCE MAIN TO BE ANCHORED EITHER SIDE OF TUNNEL. ' 10. WASTE WATER LINE SHALL BE SDR 35 PS 46 PVC PIPE. COAT EXISTING GROUT WITH EPOXY COATING CUT HOLE FOR NEW PIPE LINK SEAL !/EXISTING '.J r MANHOLE WALL .<I I 1. NON-SHRINK GROUT TO BE FIVE STAR STRUCTURAL CONCRETE OR APPROVED EQUAL. 2. AFTER INSTALLATION OF THE LINK SEAL & NON-SHRINK GROUT, ALL EXPOSED GROUT SHALL BE COATED WITH MINIMUM OF 2.50 MILS OF EPOXY COATING, RLS405 OR APPROVED EQUAL. 6B EXISTING MANHOLE WALL PIPE PENETRATION DETAIL NTS KEY MAP 0 2.5' 5' VE,TICAL SCALE 1 o' o 1 o· 20' 40' DR/\WING NLJ<BE, C-1258 HORIZONTAL SCALE WASTE WATER PLAN AND PROFILE 2 VJ (!) z ! 0:: C t--:ii O::'. w a. C ~ Ill ~ 0:: ~ (J u. 0 ~ -(J ~ CITY OF CARLSBAD I SHEETS I 1----->--+-----------------+---+----+---+---< ~ ENGINEERING DEPARThlENT 37 1-----t--+----------------+--+---+--+---1 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT DATE 1----->--+-----------------+---+----+---+---< APP~~:yEzJ;. msKI l--~R;;;C'.7E;;;:;;~~::--=E~XP:::_,.===--------{__ __ i_ _ ___j_--,,----------------1-----l----1~-___j_ _ _J E-N--'lG~_,E,._E.,,RIN.._G_,,, '-'-MAN'-"A'-"GE""R'-'P--'E'--'4"'12""0"'4-E-XP-IR-ES-3~,-, ~1-5 /~Mj REVIEWED BY: 1 OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: R.BUEN REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J,PRIOR RP O5-12A 463-6D INSPECTOR DATE DA TE INITIAL ENGINEER OF WORK a; C 2 D D u ~ D u, _ i I 50 40 I .. CHEMICAL -----~=.,,.1,'====,ri~HDPE-4"-WW STORAGE/TREATMENT FORCE MAIN FOR (AREA 780) CONTINUATION SEE SHEET 34 \ _,,,,--PVC-8" -WW FOR r-------;_...;;_~=,,,;r:"==~.;~:=-:::=--::-: ~ CONTINUATION SEE PRE-TREATMENT (AREA 200) ·~ 13+oo·"" -~,==,-¼+bi SHEET 33 WW MH-3 ii,,-----+ -1 -f-{ r:.__,::_ ➔ -I' STA:12+67.35,_/~l--"=' N: 1995928.70 ~ ,. , • ,. T E: 6229560.14 I .\· 4"X8"X8" WYE I . 4"X8"X8" WYE ;i: STA: 12+75.54 '-WW LIFT STATION 3: N: 1995921.13 VALVE CHAMBER ,1 E: 6229563.27 SEE NOTE 6 CX) I ~ I I I I SEE MECHANICAL PLANS (AREA 780) FOR CONNECTION POST TREATMENT (AREA 800) STA:11+88.42 0 I 4"X8"X8" WYE N: 1995898.52 o '-·n:::===============Je=-::;.-6;.&o7' STA:9+78.24 E: 6229487.21 ~T . --· -BY1/_ N: 1996055. 98 . E: 6229391. 61 WW C0-9 ., ;/ · ---o=· , . ,-...... --·-~'. ~~~~g~g:~\ ----·--------------------------------~~~~~c~~~A7 200) FOR . l ; I sucT\J:cK I ---9 ';· B --,o+oo -=-~ . . 11 +DO -,_ -=~,r.l I (AREA 700) I •c·· ____ == • --~~~-=--=--+--=:,-. :---=-,:::-_:vc-s·-ww--=-=---~--,--~-~--:;-,-: .. ----~_ I I I ' ~====±======--1-1=· .. =·. CLEAR WELL (AREA 220) FOR CONTINUATION SEE OVERALL MASTER UTILITY PLAN SHEET 20 ----------------------·------------------\- \ WW MH-4 ----1 } STA:11+60.28 ' I'-.. REVERSE OSMOSIS/ADMINISTRATION BUILDING N: 1995887.77 I "--PVC-4"-WW (AREA 500) E: 6229461.21 @ S=0.40% I ELECTRICAL DUCT BANK SEE OVERALL ELECTRICAL SITE PLAN -----+-------+-------i------1-------+------if------+----- EXIST GRND, FINISHED GRND ·t\ \ -----+-------1-'r--\--t----1 \ 1 WW LIFT STATION VALVE CHAMBER +---- ' ~.i_ I \ I/ --------+-----f----1---+-+-------- rPVC-8"-WW 50 ---- 40 PVC-8"-WW @ S=0.40% I PVC 8" WW @ S 0.40% PVC-a•--,,-w--1--+--t-l--+-V/-STA: 13+15.24 -----il------+------1 W @ s~J.s2,: I/ INV ELEV: 33.11 . ,__ __ ~------+-+------+-----+---- I----. --/ ~P I ,-;'I' -/ '- ---1---1-----\-----1---+---!+!1---1------+-4l----+-H----ld---U4.fl---µ-J. -. ----+------+------ii---- f-------- 20 1---+-------+------------+-------+-------i----- 10 10 9+50 10+00 11+00 12+00 13+00 14+00 NOTES: 1. INSTALL WW MH PER CITY OF CARLSBAD STANDARD DRAWING S-1A. 2. INSTALL WW CO PER CITY OF CARLSBAD STANDARD DRAWING S-6. 3. SEE WATER YARD PIPING PLANS FOR DETAILS. 4. SEE STORM WATER PLANS FOR DETAILS. 5. PROCESS YARD PIPING NOT SHOWN IN PLAN VIEW FOR CLARITY. SEE YARD PIPING FOR UTILITY OVERLAY WITH PROCESS PIPING. 6. WW LIFT STATION SEE SHEET 36 FOR DETAILS. 7. LEASED PREMISES AND EASEMENT LINES ARE FROM THE LEGAL DESCRIPTION DOCUMENT 2012-0809223, DA TED 12/24/2012. 8. WASTE WATER LINE SHALL BE SDR 35 PVC PIPE. 9. REFERENCE TO FRP AND GRP ARE INTERCHANGEABLE IN THE DOCUMENTS. I I ,,-J KEY MAP o 2.s· s· 10· :::, VERTICAL SCALE o ·. o· 20· 40' :::, HORIZONTAL SCALE DRAWING NUMBER WASTE WATER C-125C PLAN AND PROFILE 3 (,/) C) z ! 0:: 0 1--:E 0:: w a. 0 <C Ill (,/) ..J 0:: <( 0 u. 0 ~ -0 ~ CITY OF CARLSBAD ~ 1----1--+----------------+--+---+--+---l ~ ENGINEERING DEPARTMENT LlIJ 1---l--+----------------+--+---+--+---1 • ~ 8 1---------------~-------....... --------------------r----------------------------------.....-----------------------1, ---1----+----------------+--+--l----+---l ~ SCALE AS INDICATED ,, As Bu IL T" ,- GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ~ul ~ WARNING 1 ~::NAM:E~:~::~y:~~:-,25C _,,~ll:~t.10.fC~Ss16-2-2·"~~~~rnn' ... ~-~-~-:, __ P_o_s_E_1 _o_o_N __ w_A_T_E_R-I·. ,__ __ A_,..R_C __ ._f\_D __ I__. ::. ,. '.;', DA TE APPR~D: _ GJ,EN I_S:. V~A}i P~KI "' 0 RCE EXP < X Z,,4 r.Mti.• , .. 1,,, I,. '!J IF THIS BAR DOES \l'\,t.l/t,.~,q,.06/30/J.!:l. •"' KSD -. --'-~~~~=:--~.!::·~==--------1c==r==i===============r:=--=c=:r===r==-i "T---_-.-. " "P_••/ 1 .. _ NOT MEASURE 1· . ~ r ENGINEERING MANAGER PE 41204 EXPIRES 3,31 /15 oXTE -v' #I IDE REVIEWED BY: /ti\ ~~~~~\'#~~--~~==~==! ~ THEN DRAll1NG IS <f= CIV\\. ~"<' ~ D'M'I BY: M.A. PROJECT NO. DRAWING NO. " NOT TO SCALE .,,-OFc•ufO'?' K!EWITSH~ ,,. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: R.BUEN ~ L ______________ 1 _______ 1 _________ J.J::.rl~-~i"::-],Jt:"::::_JL ______ _:0:":"':"":'':!:·"~i---; _______ J ___ _'.tec:h:n~ol~og:ie:s~l:td~. ___ J __ i1N~S~P~EC£T~O~Rc======--=:JD~A~TE[:= __ J:E~NG~IN~E~ER~O~F~W~O:R'.'.JKL __ ~R:E~V:1~s:10:N~D~E~S:C~R~IP:.:_T1~0:N'..... ___ ~o~TH~E~R~A:PP:R~DV~A~LJ_~c1~TY~AP:P:RD~V~AL:J.~R~V~W~D~BY~:~J~.P~R~IO!R~::::::~R~P~0~5-~1~2~A~:::~;;;4;6~3-~6~D~!J c-- N ci:i " 0 'iii • cr 2 0 C D ii ,l 0 u "' b I <O I I INFLUENT SEWER SOLVENT WELD FITTINGS DISCHARGE PIPING SUPPORT 1/1 ~I Cl. RESILIENT CONNECTOR PER ASTM C923 (TYP) 1 o· -o· LEVEL TRANSDUCER SUPPORT/GUIDE ASSY ~N~J•Br~c J:L~ 2 1 /2" PVC SWING CHECK VALVE INFLUENT SEWER (NOT SHOWN FOR CLARITY) 2 1 /2" PVC SCHD 80 THREADED 2 1/2" SCHD 80 SOLVENT WELD 90 DEG BEND CONG THRUST BLOCK ~DISCHARGE PIPING +-+ WET WELL ~ DISCHARGE PIPING 7'----1----2 1/2" SCHD 80 SOLVENT WELD TEE -,..___1 • AIR RELEASE VALVE & PIPING INSTALL PRESSURE GAUGE ASHCROFT MODEL NO. 1 032 OR APPROVED EQUAL, Ot-1 HEADER 2 1 /2" X 4" REDUCER WALL PENETRATION WITH LINK SEAL FOR 4• SCHD 80 PVC PIPE 4• DIA. FORCE MAit-i PROY1DE SUPER DUPLEX S.S. BIRD SCREEN FOR VENT OPENING -- . 6" CPVC WET WELL VENT PIPE I 1111 SLEEVED WET WELL PENETRATION 7 2 1/2" PVC SCHD 80 THREADED UNION 1" AIR RELEASE VALVE & PIPING .. ,----,----'-.f----------'-1----~.'---(P----~----'·-- ~ L '. I J .. '--~·.• MH DIA = 6 FEET DEPTH ~ 5 FEET (MIN) ~ ::= r ·· ,"f--1" PVC SCREWED Ut-llON F7 eO, ~ .~· "--ti-'· F; I-~ 2 1/2" ~ FORCE MAIN '--' · • -· ' ' , . • ).., CL ELEV 37.65 ... :....:_,, i. .I ' . "-........ -VEt-lTING ENTRY - INTO WET WELL MANHOLE PER SAN DIEGO REGIONAL DETAIL-----....______ I • • :· . ,,~ - , : • 1 •. ~-0 • I .. i,•n'--'-' ::·, '' :: ;; ~-:.; •: > -CONG THRUST BLOCK I ~ . \,:. • SM-02 MODIFIED TO 6' -0" DIAMETER. --............_ MAt-lHOLE SHALL BE PVC LINED PER SAN DIEGO REGIONAL STANDARD SM-07. FOR AGENCY MATERIALS, REFER TO CITY OF CARLSBAD STANDARD DETAIL S-1A. l--5=--'---=-0•_:~--~--:-••-1-------J-Jl-!...J.::, ~ LEVEL T~~DU~Ei.\' . ADJUSTABLE PIPE SUPPORT ~ _ ___.,,c§!._ f>C :...:_ SUPPORT/GUIDE ~ p rl . ~ . _ ' Q HIGH WATER A' "RM 4-INCH PVC P-TRAP DRAIN lt-lFLUENT SEWER ENTRY / ~ ~ ~ INV ELEV: 33.11 (NW) __ ./ <.; W FOR PUMP LIFTING & CABLING ---i-?9~~=ciib,.L.⇒lffj___ __ _ul=f::-J u / T -L -- __./I/ _,. ~ • "' SUPPORT GUIDE BARS USING SUPER_/ T 316 SS INTERMEDIATE GUIDE BAR / BRACKETS INSTALLED IN ACCORDANCE 1---i/ · • I 0 -I ,.., . • INV ELEV: 33. 11 (SE) LAG PUMP ON LEAD PUMP Ot-1 _SEE STATION OPERATIOt-1 TABLES, THIS SHEET UNION, LOCATE BELOW ACCESS HATCH OPENING IN VALVE VAULT CLAMP AIR RELEASE VALVE PIPING TO NOTE: W/ SELECTED PUMP MANUFACTURER'S I _,..._.... REQUIREMENTS L. ........ ) .... , ..... ..-"' I 4-INCH P-TRAP DRAIN VALVE VAULT WALL USING SUPER DUPLEX SS CLIP TYPE HANGER & TYPE SUPER DUPLEX SS CONG ANCHOR BOLTS. @ ;~;T STATION PLAN VIEW WET WELL VENTING, LOCATE VENT AWAY FROM TRAFFIC AREAS IN SECURE AREA (AS NEEDED) PUMP ACCESS MH COVER WITH 50" ~ CLEAR OPENING OR AS REQ'D BY SELECTED PUMP MANUFACTURER __L r r ffi ~ a 1/1 I ~ ~ 1·-10" --------------- J VALVE VAULT ACCESS MH COVER WITH 50" ~ CLEAR OPENING OR AS REQ'D BY SELECTED PUMP MANUFACTURE / I _/ \ ~ ....... _ ----- LEVEL TRANSDUCER ASSY. LIFT STATION PLAN VIEW NTS -\:-%_:L=.EV .. E:.:Lc.T:..::RANSDUCER H H ---t WET WELL ~-/---/~L=.EV .. E:.:Lc.T:..::RANSDUCER H H / 6D.00 55.00 so.UO .... 45.00 40.00 35.00 g ffi 30.00 25.00 20.00 15,00 10.00 5.00 0.00 0 ,--- 1. DISCHARGE AND HEADER PIPING SHALL BE SOLVENT WELD SCHEDULE 80 PVC. 2 1/2 SCHD 80 PVC PIPE_............ ( I 1 II LEAD ILAG PUMP OFF ) • 0 2. PUMPS SHALL BE COATED WITH DUASOLID 50 EPOXY COATING SYSTEM BY FROM AKZO NOBEL OR APPROVED EQUAL. 3. PUMP IMPELLERS SHALL HAVE A HIGH CHROME CAST IRON IMPELLER FOR CORROSION PROTECTION. 4. CONTRACTOR SHALL PROVIDE PIPING, FITTINGS & VALVES, ANCHOR BOLTS, AND OTHER MISCELLANEOUS METALS INSIDE THE LITT STATION MADE OF 316 STAINLESS STEEL. 5. FOR ELECTRICAL DESIGN, SEE ELECTRICAL PLANS. CA Desalination Lift Station System Curves /, II. ) IJ '/ I (j I ',( / ~ I,; , ~ ,, ,, , ,, '"/ ✓ ~ , / J 1, , ~ ... .; , ✓ ~ ,, I/ I ~ ' ~ 1/,. I/ .,. .,. ~ ~ ,,. .,., "'' ..,._Min System cum c-120 ~Milli Sy5li!m Curve C~lSCI ..... M~x Syi;lern cur.oe c~120 ,..One r,..mp it 100" ;-M1n svstem CuM! c~1so ...,._fluudeci Cu eve Ccl50 700 '-" ' •' C"I C"\ I -') i:;, n.n - BASE ELBOW SU~IED / BY PUMP MANUFACTURER_} \ I -,<'. -~ ~ DETAIL 1 NTS PUMP DATA TABLE PROVIDE BLOCK-OUTS IN CONCRETE FILLETS FOR CLEARANCE AROUND LEVEL TRANSDUCER MANHOLE BASE PER SAN DIEGO REGIONAL DETAIL SM-03 MODIFIED TO 6' -0" DIAMETER AND WITHOUT THROUGH CHANNEL STATION OPERATION TABLES RISING LEVEL CYCLE PUMP CHARACTERISTICS I PUMP NO 1 j PUMP NO 2 J WAlER LEVEL ACTION PUMP(S) IN OPERATION ELEVATION 'MOTOR DATA NOMINAL SIZE (HP) 1.0 1.0 MAX SPEED (RPM) 1740 1740 SOLIDS PASSAGE Ml t-1 SPHERE (IN) 2 2 CAPACllY (GPM) DESIGN 75 75 DISCHARGE HEAD (FT} DESIGN 22 22 PUMP CYCLE TIME (MIN) 16.5 16.5 - 800 26.00 27.50 26.00 32.60 WATER LEVEL ELEVATION 26.89 20.17 -· PUMPS OFF LEVEL NO ACTION ALL PUMPS ARE OFF · LEAD PUMP TURNS ON LEAD PUMP ON LAG PUMP TURNS Ot-1 LEAD AND LAG PUMP ON HIGH WATER ALARM ON HIGH WATER ALARM SOUND F' ALLING LEVEL CYCLE ACTION PUMP(S) IN OPERATION HIGH WATER LEVEL ALARM OFF LEAD AND LAG PUMP ON LEAD AND LAG PUMP TURN OFF ALL PUMPS STOPPED -LAG PUMP SWITCHES TO LEAD PUMP DRAWING NUMBER LIFT STATION PLAN AND SECTION C-126 en (.!) z -~ 0:: C I--::E 0:: w a. 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'or'o'.'o {]_ +oo 'o.o_..;,,~a.o '•~-□ ·oo 'o,•1t'l.o-'o.tl-{1.o.,'oyy{o +a.o 'o.o 'a.o +o.a (if; •o.o 'o.o ;9~Jo ·o.o 'o.or0-'/ 'o.o -o.o 'f'x"f LUMINAIRE SCHEDULE S~mbol Label 01y Catalog Number Description Lamp 0 A 4 KSF1 100S R4SC Spec!flcalion Area ONE 100-WATT CLEAR Luminaire, 1 DOW High ET-23.5 HIGH OR EQUAL Pressure Sodium, R4SC PRESSURE SODIUM, Sharp Cutoff Reflector, Full HORIZONTAL POSITION. POLE MOUNT CuluH MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA 0 E 33 KSf1100S R2 Specification Area ONE 100-WATT CLEAR Luminaire, 100W High ET-23,5 HIGH OR EQUAL Pressure Sodium, R2 PRESSURE SODIUM, Reflector. full Cutoff HORIZONTAL POSITION. WALL MOUNT MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA 0 B 9 KSF1 70$ R4SC Speclflca11on Area ONE 70-WATT CLEAR ET-Luminaire, 70W High -23,5 HIGH PRESSURE OR EQUAL Pressure Sodium, R4SC SODIUM, HORIZONTAL POLE MOUNT Stiarp Cutoff Reflector, Full POSlilON. Cutoff MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA 0 C 9 KSF1 70S R3 Specification Area ONE 70-WATTCLEAR ET-Luminaire, 70W Higt, -23.5 HIGH PRESSURE OR EQUAL Pressure Sodium, R3 SODIUM, HORIZONTAL Reflector, Full Cutoff POSITION, POLE MOUNT MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA LUMINAIRE SCHEDULE CONTINUED Flla Lumens Llf Watts Symbol Label Qly Catalog Number KSF1_100S_R 9500 1.00 135 4SC.1es 0r0 D 1 KSF1 70S R4SC OR EQUAL POLE MOUNT KSF1_100S_R 9500 1.00 135 2.ies KSF1_70S_R4 6300 1.00 94 SC.ies KSF1~70S_R3 6300 1.00 94 Jes Description Lamp File Specification Area TWO 70-WATT CLEAR ET-luminaire, 70W High -23.5 HIGH PRESSURE KSF1_70S_R4 Pressure Sodium, R4SC SODIUM, HORIZONTAL SC.les Sharp Cutoff Reflector, Full POSITION. Cutoff MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA Lur.iens Llf Watts 6300 1.00 94 GE~EJ¼L l))oJE': Uc.t-!TING f'LA~ 15 StJ~~e; Ttl Rl:\'tEW AN!) Arf'ioV.AL ~'(TIH: C-lf'( f'I.ANNER. DRAWING NUMBER E-1300-3 PLANT PHOTOMETRIC PLAN "" C) z ! ~ 0 1--~ ~ w a. 0 <( 00 "" ..J ~ <( (,) IJ. 0 ~ -(,) i-------t--~t------------+---1----1----L-----1 L..I :::::::7=:'..':::I =C=IT=Y==O F==C=A=R=LS=B=A=D:::::...::::I =~' .-ENGINEERING DEPARTMENT WARNING 0 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE SCALE AS INDICATED DATE DECEMBER 2013 FILENAME 13D0-E-LT-MP-0D1 o. 17912 i Exp a, 3o ,4-~ l°CTRlt Of CAIJf I 2.. o 13 P(.)SEIDON·WATER ARCADI "AS , 010E RCE EXP. REVIEWED BY: technologies ltd. INSPECTOR I BUil T" DATE 1 DATE INITIAL DA TE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING PLANS FOR: CARLSBAD DESALINATION .PROJECT AP~R ED.:... yl~lj, ~;YA~ PESKI XLZ,-,4..&fs._ ONG MANAGER PE 41204 EXPIRES 3 31 15 DWN BY: C. WRIGH PROJECT NO. CHKD BY: J. SOKO RP 05-12A RVWD BY: J. SOKO DRAWING NO. 463-6D