Loading...
HomeMy WebLinkAboutDWG 463-6C; RP 05-12A; CARLSBAD DESALINATION PROJECT; 01-36GRADING NOTES (IN ADDJTION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAi., CITY STANDARDS OR OTHER ADDJnONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORR£CTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONST1lUCTION. ALL PLAN REVISIONS SHALL BE PROMPn. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER W,LL BE REQUIRED FOR ANY WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDJnONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL /NSUR£D ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THF; INSURANCE COMPANY W11/TING THE; POl ICY MUST HAVE A RATING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE:, RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQUIRE SU'ARA TE PERMITS FROM THE BUILDING DEPAR™ENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINEO AND A VALID GRADING PERMIT HAS BEEN ISSUED. B. NO REVISIONS W,LL BE MADE TO THESE PLANS lt1THOUT THE 1//R/TTEN APPROVAL OF THE CITY ENGINEER, NOTED W,THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE Tln.E SHEET. 9. ORIGINAL ORA lt1NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED 8 Y THE CITY ENGINEER. 10. THE ORIGINAL DRAlt1NG SHALL BE REVISED TO REFILCT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONST1lUCTION. 12. WHERE T1lENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFE:SSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIEO SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA l'S OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPUANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUnJNED IN THE: SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONT1l0LLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONST1lUCTED IN ACCORDANCE: WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PREUMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A Pl?ECONsmucnoN MEETING SHAI L BE HF1 D AT Tl/£ SITE PRIOR TO Tl/£ BFG/NN/NG OF WORK AND SHAii RE A TTENQEQ BY Al I REPRFSENTA UYES RESPONSIBLE FOR CONST1lUCTION, INSPECTION. SUPERVISION, TESTING AND ALL OTHER ASPfCTS OF TH£ WORK THE CONT1lACTOR SHALL REQUEST A PR£CONST1lUCTION ME£TING BY CAWNG THE INSPECTION UNE AT (760) 438-3891 AT LEAST F1VE(5) WORKING DAYS PRIOR TO STARTING CONST1lUCTION. THE CONT1lACTOR WILL THEN tJt CONTACTED BY THE PROJECT INSP£CTOR TO COORDINATE A DA TE ANO TIME FOR THE PR£CONST1lUCTION MEETING. APPROVE{) ORA W,NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al L INSP[CDDN RED/JESTS OTH£R THAN £OR P/?fCONSmucpON MFEDNG Wit L BE MADE BY CAI UNG THI" ENC.JNFERING 24-HDIIR /NSPECUON RE'/l/JEST I INF AT (760) 4311-3891 fNSPfCTIQN REQUEST MUST BE RECEfYEQ PRIOR TO 2: QD P M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE: MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERW,SE. REQUES1S MADE AFTER 2: 00 P.M. W,LL BE SCHEDULED FOR TWO FULL WORK DA l'S LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONT1lACTOR SHALL DESIGN, CONST1lUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE: SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAi., STA TE AND FEDERAL SAFETY AND HEAL1H STANDARDS. LAWS AND R£GULATIONS. I 7. THE CONT1lACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMJmNG A DETAIL PLAN TO THE CITY ENGIN£ER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECJION FROM THE HAZARD OF CAVING GROUND DURING THE £XCAVA TION OF SUCH T1l£NCH OR T1l£NCH£S OR DURING THE PIPE INSTALLATION THERON. THIS PLAN MUST BE PREPARED FOR ALL T1lENCHES Flvf: FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARlfS FROM TH£ SHORING SYSIEM STANDARDS ESTABLISHED BY THE CONST1lUCTION SAFETY ORDERS. TITT.E 8 CAUFORNIA ADMINIST1lAllVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT TH£ CONIBACTORS E:XPENSE, A COPY OF THE OSHA f~8~~H8~. PERMIT MUST BE: SUBMITTED m THE INSPECTOR PRIOR TO 18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINEO FRO/,/ THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BLASTING PERMIT WEl.L IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. N/A 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAi., DEPARTUR£ OR OPERATION OF T1lUCKS, EARTHMOVING EQUIPMENT. CONST1lUCTION EQUIPMENT AND ANY omER ASSOC/A TED GRADING [QUIPM£NT SHALL 8£ UM/TED TO THE PERIOD BET\'EEN 7: OD A.I,/. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE £NG/NEERING D£PAR™ENT COUNTER.) 21. ALL OFF'-SITE HAUL ROU7ES SHALL BE SUBMITTED BY THE CONT1lACTOR TO THI! CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO B£GINNING OF !'!QBK. ~2. IMPORT I.IA 'rF:R/AL SHALL BE OBtAINE/) FROM, AN/) WASlc MATER/AL SHALL BE D£POSl1ED AT. A SITE APPROVED BY TliE: CITY ENGINEER. THE CONT1lACTOR SHALL BE RESPONSIBLE FDR ANY DEBRIS OR DAMAGE OCCURRING At ONG THE HAUL ROUTES OR ADJACENT S17lEETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE: REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO T1l££S ARE TO BE R£MOVE:D UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AR£AS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITC/ttS SHAU HAvE A MINIMUM ONE PERC£NT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONT1lOI. PLANS. EROSION CONT1lOI. SHALL BE AS SHOWN AND AS APPROVE{) BY THE CITY £NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE T1l/MMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS S£CTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8E REMOVE:D AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABJUZED, PLANTED AND/OR HYDROS££D£D WITHIN TEN (10) DAYS OF THE TIME WH£N EACH SLOP£ IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL f3E ACCOMPL/SliED ON ALL SLOPES AND PADS AS R£QU/R£D BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRA lt1NG NO. NjA ,AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONT1lACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRE{) FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JD. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FE£T OF BUILDING OR STR£E:T AREAS AND REPLACED W,TH PROPERLY COMPACTED SO/Ls. IN OTHER AREAS THE PIPE: WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. THE CONT1lACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/UTIES ( ABOvf: GROUND AND UNDER GROUND J WITHIN THE: PROJECT SITE SUFFICIEN1L Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE: JN CONFLJCT WITH THE PROPOSE[) WORK. J2. THE CONT1lACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELO~ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK Wl1H A COMPANY REPRESENTATIVE, UNDERGROUND SERVICE ALERT 800 422-41JJ SDG&E BOO 660-7J4J PACIFIC BELL BOO B92-012J TIME WARNER CABLE 760 438-7741 COX COMMUN/CATIONS 760 806-9809 CITY OF CARlSBAD(ST1lEETS ,t STORM DRAIN) 760 434--2980 'CITY OF CARLSBAD(SEWER,WATER ,t RECLA/MEO WATER) 760 438-2722 'SAN DIE GU/TO WATER DISTRICT 760 6JJ-265D '-EUCAD/A WASTEWATER DIST1l/CT 760 75J-0155 'VALLECITOS WATER DIST1l/CT 760 744--0460 'OLJVE:NHAIN WATER DIST1l/CT 760 75J-6466 'BUENA SANITATION DIST1l1CT 760 726-IJ4D •AS APPROPR/A TE JJ. PERMIT COMPUANCE REQUIREMENTS: A. FOR CONTROLLED GRAD/r, -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE; OBS£Rvf: AND CONT1l/X THE: WORK Ill PROGR£SS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT -THE FOLL01t1NG REPORTS MUST BE SUBM/ TTEI) TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16, 120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONT1l0J.. SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLAN$ ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPAR™ENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FRO/,/ THE SOILS ENGINEER, WHICH INCLUDES RECOMMEND£{) SOIL BEARING CAPACITIES, A STATEMENT AS TO THE £XPANS/vf: QUALITY OF THE SOIL. ANO SUMMARIES OF F/ElD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE Ill ACCORDANCE: WITH THE: REQUIREM£NTS AND R£COMMENDA TIONS OUnJNED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMEN1S THERETO. (4) REPORT lt1TH AS-BU/LT GEOLOGIC PLAN, IF REQUIRE[) BY THE -+---I --· ··-· ---------- EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS R£QU/RED, CONTACT 562-405-4225 ALLEN GE;RSHERSON (OsPl AT 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TER/ALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY D£VICES WHEN RAIN IS EMINENT. J. D£VICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD/F/£0 WITHOUT THE APPROVAL OF THE £NG/NEERING INSPECTOR. 4. THE CONT1lACTOR SHALL RESTORE ALL EROSION CONT1lOI. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONT1lACTOR SHALL INSTALL ADDITIONAL £ROSION CONT1lOI. M£ASUR£S AS MAY BE REQUIR£D BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONT1lACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC T1lESP ASS ONTO AREAS WHERE IMPOUNDED WATERS CR£A TE A HAZARDOUS CONDITION. 7. ALL EROSION CONT1lOI. M£ASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. - 9. ALL REMOVABLE PROTECTlvf: DEVICES SHOWN SHALL BE Ill PLACE AT THE END OF EACH WORKING DAY WHEN THE Fl\£ (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (401'}. SILT AND OTH£R DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE: Wl1H J/4 INCH MINIMUM AGGREGRA TE. "· SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTlvf: COVERAGE OF GRADED SLOPES (90K COVERAGE:) PRIOR TO NOVEMB£R 15, THE SLOP£S SHALL BE STABILIZED BY PUNCH ST1lAW INSTALL£/) IN ACCORDANCE: W11H SECTION J5.02J OF THE EROSION ANO SEDIMENT CONT1lOI. HANDBOOK OF THE DEPAR™ENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTlNG AND IRRIGATION ALL P£RMANENT ANO TEMPORARY EROSION CONT1lOI. PlANTINC: AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS R£QU/R£1) IN SECTION 212 OF THE STANDARD SPEC/FICA TIONS AND THE FOLLOlt1NG: A. HYDROSEEDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN Hf.lGH T ANO ADJACENT TO A PUBUC WALL OR ST1lEET. b. ALL SLOPES 4 FEE:T OR MORE Ill HEIGHT. 2. AREAS GRADED FtA TTER THAN 6: I Wl1£N ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCH£DUL£D FOR IMPROVEMEN1S(CONST1lUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA l'S OF ROUGH GRADING. b. IDENTIFIED BY THE: PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBUC. c. HAVE ANY '5PECIAL CONDJnON ID£NTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMED/A TE T1lEA TT.IENT. CITY. 8. HYDROSE£D£D AREAS SHALL BE /RR/GA TEO IN ACCORDANCE Wl1H THE FOLLOW,NG J4. UNLESS A GRADING PERMIT FOR THIS PROJECT IS /SSUW WITH/II ONE (1) CRITERIA: YEAR AFTER THE CITY ENGINEER'$ APPROVAi., THESE PLANS MAY BE REQUIRE[) I. ALL SLOPES THAT ARE GRADE[) 6: I OR STEEPER AND THAT ARE: TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE R£QU/R£D FOR a. THREE TO 8GHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND ANY SUCH R£CHECK. WATERING FROM QUICK COUPLERS/HOSE BIBS {)R A CONVENTIONAL J5. THE SOILS REPORT Tin.ED GEQTfCHN/CALl£NVIRONMENTAL REPORT SYSTEM OF LOW PRECIPITA TIO/I SPRINKLER HEADS PROVIDING 100;{ PREPARED BY GEQ-toGJC ASSOQA1ES COVERAGE, DA TED S£PTEMB£R. 200B. AND l ETIER BY NJNYQ ,t MOORE DA JFD 12(.J,12012, b. GRE:A TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS ALL GRADING SHALL BE DONE IN ACCORDANCE W11H THE PROVIDING 100;{ COVERAGE. R£COMMENDATIONS AND '5PECIFICATIONS CONTAIN[{) IN SAID SOILS REPORT. .• ..,,-...--,...<:;=:....,. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE /RR/GATED AS APPROVED BY THE CITY -ENGINEER, PRIOR TO HYDROSEEDJNG. TliE D£VELOPER SHALL SUBMIT A PROPOSED "DECLARATION OF RESPONSIBLE CHARGE" ( .Sll~~TS /-4) SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE: PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS. TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. I HEREBY DECLARE THAT I AM 1HE ENGINEER OF WORK FOR THIS PROJECT. HA VE EX£RC/SEI) RESPONSIBLE CHARGE OVER THE: DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS ANO PROFESSIONS CODE:, AND THAT THE D£SIGN IS CONSISTENT WITli CURR£NT STANDARDS. I UND£RSTANO THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME:, AS ENGINEER OF WORK, OF MY C. R£SPONSIBIUTIES FOR PROJECT DESIGN. FIRM:_~ARC~A=Dl~S-~U=S~, l=N=C·~--------- ADDRESS:_..:.4alPwN,.,...,4e,:4.uTH,._...S1Rbw...E_.i._....su,,,,1nr"'"-'1-"'oo""q'------ CITY, STATE:_~P~li=OE=N=JX.~A=Z~B=5=00=B~------ TELEPHON£:--:6,.0..,2..,-'-=79~77-4~6=0~Q-------,--,- B'll --~J£=N=A~P,,cR=IOR-.,.,,...,,,...,~=c-----•DA TE: (NAME OF ENGINEER) R.C.E. N0.:,__.7""""'------------- R£G/ST1lATION £XPIRATION DATE: 9/J0/2014 --~~---- OWNER'S CERTIFICATE JANUARY 18. 201J I ( WE ) HEREBY GER TIFY' J}IA T A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR-~.fL BE RETAIN£{) TO SUP£RVISE OVE:R-ALL GRADING ACTIVITY AND A 7 ~S 9N THE COMPACTION ANO STABILITY OF THIS SITE:. l --// ,,..,-. . ---/1· l..j •~ l'i ... Kfl e: O H ,\ ~ 11 E!.. (PRINT NAME BELOW LINE) DA TE: ~U1M11-t1tf.-;) A.,i.Pltf,.1f,-1f""f1VI!,. '""(. lAIJ<.p ... l• .OUV,f( I LL(_ SOILS ENGINEER'S CERTIFICATE N/NYO & MOORE HAS REVIEWED THE PREVIOUS REPORT PREPARED BY GEO-LOGIC ASSOC/A TES DA TED 2008. BASED ON OUR KNOWI..EDGE OF THE SITE, WE ARE IN AGREEMENT WITH THEIR FINDINGS, CONCLUSIONS, AND RE:COMMENDA TIONS. NINYO & MOORE IS PREPARED TO ACCEPT THE REPORrs FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS AND ACT AS GEO TECHNICAL ENGINE£R OF RECORD FOR THIS PROJECT. I, JEFFREY KENi A REGISTERED GEO TECHNICAL ENGINE£R OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TT-Jf. FIELD OF APPLIED SOILS MECHANICS, WILL BE SIGNING AND STAMPING TT-JE GEO TECHNICAL EVALUATION REPORT BY NINYO & MOORE. SIGNED: R.C.E. NO.: DATE: 'l/l't/:,..013 UCENSE EXPIRATION DATE: l,/-,o/1'{ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON SEP7EM&R 2009 AND QCT()B[R 2012. BY INLAND AE;RIAL $UR\IEY$ INC. AND BHA /NC. TOPOGRAPHY SHOWN H£R£0N CONFORMS TO _NATIONAL MAP ACCURACY STANDARDS. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I. S£ED MIX SHALL CONSIST OF NO LESS TliAN: 2. a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs, PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE: OF E: SCHOOi. CJA CALIFORNICA d. 4 lbs. PER ACRE: OF A CHILLEA MJL!£FOUA e. J lbs. P£R ACRE OF AL YSSU/,1 (CARP£T OF SNO~ f. 1/2 lb. Pf:R ACRE OF DIMORPHO/.£CA g. ITEMS c,d,o, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE: AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBUC STRE:ET OR R£SIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NIT1l0GEN FIX/NC: BACTERIA ANO APPLJ£D DRY E/TH£R BY DR/LUNG OR BROADCASTING BfFORE HYDROSEEDING. I. ALL SEED MA TERJALS SHALL BE T1lANSPOR1Ef) TO TH( JOBS/TE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTT.1£NT OF FOOD AND A GR/CULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. -t N0/1-PHYTO-TOXIC WEmNC: AGENTS MAY BE ADDED TO THE HYDROS££/) St.URRY AT THE DISCRETION OI' THE: CONT1lACTOR. TYPE I MULCH APPU£1) AT THE RA TE OF NO LESS THAN 201)1) lbs PER ACRE. TYPE 6 MULCH (ST1lAW) MAY BE SUBSPTUTED, ALL OR PART, FOR HYDRAULICALLY APPL/£/) FIBER MATERIAL WHEN ST1lAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50;{ OF THE ST1lAW INTO THE SOIL J. FERTIUZ£R CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLJ[I) AT THE RA TE OF 500 lbs. PER ACRE. D. AR£AS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEDING B'll 1, ROUGHEIIING TliE: SURFACE: Ta BE: PlANT[fJ BY ANY OR A -COMB/NA T10N Of: a. T1lACK WALKING SLOPES STEEP£R TliAN 6: I b. HARROWING AREAS 6:1 OR FtATTER THAT ARE sumc1EN1LY FRIABLE. c. RIPPING AR£AS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO\£. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SU Rf ACE SOI!. MOISTURE TO PROVIDE: A DAMP BUT NOT SATURATED SEED BEO. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUS™£NT. LEACHING COVERING SAUNE SOILS TO PROVIDE[) VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROV/[)£ A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANEN1LY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMAN£NT LANDSCAPING, UNTIL THE PROJECT IS COMPLETE/) AND ALL BONDS RfilASED. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 21Q-01Q-04J THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N __ ~1=99=J=99~4=.5'-___ E_~_,,,62~J~07~4~i~S ___ _ OF OCEANSIDE ?s PACIFIC OCEAN \ ~ ROA CITY OF ENCi NITAS VICINITY MAP CITY OF VISTA ,,.o~ CITY OF SAN MARCOS 50 Seawater Desalination Project SITE LOCATION MAP BENCH MARK DESCRIPTION: NO. 57 "CLSB-057" LOCATION: S. W. CORN£R OF A VEN/DA ENCINAS AND CANNON ROAD R£CORDED: ROS 17271 ELEVATION: 44.01 MSL DA TUM: N, G. V.D. 29 REFERENCE DRAWINGS LEGAL DESCRIPTION A PORTION OF PARCEL f OF C£RTIF/CA TE OF COMPL RECORDED AS DOC. NO 2001-0789068 OCT. JD, 2001 (REFER TO PRELIM. TITT.E REPORT) PROPERTY OWNER: NRG DEVELOPER: POSEIDON RESOURCES EARTHW cu~ Fl~ IMP EXP R£M ORK gUANTITIES : 16 927 CY . 16 854 CY ORT: CY ORT: 6J CY ED/AL: B OIJ CY - { \ ' Ja.!1<.1. ., J ,,A,,. .. I•~ ~ ': ~:.~&·· .,,,,. ,a IJJ -;T ,u,.~-J-•-'1(:,1,r6C.li1.,S . UA<0 /NI IIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO'BE DONE THE GRADING WORK SHALL CONSIST OF THE CONST1lUCTION OF ALL CUTS AND FILLS. REMEDIAL GRADING, DRAINAGE FACILITIES, £ROSION CONT1lOL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, R£QU/REMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE: GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLL01t1NG DOCUMENTS, CURRENT AT THE TIME OF CONST1lUCTION, AS DIRECTEI) BY THE CITY ENGINEER. I. 2. J. 4. 5. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS PLANNING COMMISSION RESOLUTION NO. 6632 AND 6635 DA TED AUGUST 19, 2009 THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONST1lUCTION (GREEN BOOK). 6. SOILS REPORT AND R£COMMENDA TIONS BY GEO-LOGIC ASSOC/A 1ES DA TED SU'TEMBER 2008 7. THE SAN DIEGO REGIONAL STANDARD DRAlt1NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. CAUFORNIA COASTAL COMMISSION DEVELOPM£NT PERMIT CONDITIONS DA TED NOVEMBER J, 2009 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED JUNE IJ. 2006, AND S£PTEMBER 15, 2009 (CITY COUNCIL RESOLUTIONS 2006-155 AND 2009-233) INCLUDING THE MITIGATION MONITORING AND REPORTING PROGRAM. 10. STORM WATER POLLUTION PR£VENTION PLAN PREPARED BY DANIEL LEE:. ARCADIS DA TED NOVE:MBER 2012 (SW 12-528) IIVID NO. 9 J7C356475 11. STORM WATER MANAC£MENT PLAN PREPARED BY DANIEL LE£ ARCADIS DA TED NOVEMBER 2012 (SWMP 12-22) 12. CALIFORNIA STORM WATER QUAUTY ASSOC/A TION BMP CONST1lUCTION HANDBOOK AND CAL T1lANS CONST1lUCTIOII SITE BMP MANUAL 1J. THE MONITORING DISCOVERY AND REPORTING PROVISIONS OUnJNED Ill THE MARCH 22, 201J LETTER PREPARED BY THE SAN DIEGO NATURAL HISTORY MUSEUM TO ADDR£SS PALEONTOLOG/CAL RfiiOURC£S THAT MAY BE PR£SENT AT THE CARLSBAD D£SAUNA TION PLANT. •• 14. THE ARCHAEOI.OGICA( MONITORING AND UNANTICIPATED DISCOVERY T1lEA TT.IENT PLAN FOR THE POSEIDON DESAUNA TION PROJECT, CITY OF CARLSBAD, SAN DIEGO COUNTY, ALIFORN/A, DA TED MARCH 201J AND PREPARED BY DUDEK MICAH J. L P D RP ll!f. r,.,~Of~Q/NICA I. t!V4LJIA-rto,V BY NINYO I MOO!!e OA1eP AP~L IZ/lP/. DESCRIPTION POWER PLANT PROPERTY POSEIDON LEASE AREA LIMITS OF GRADING EASEMENT LINE PROPOSED CONTOUR LEGEND DWG.NO. SYMBOL QUANTITY 463-6C ---- 463-6C ------ 463-6C ------ 463-6C • 155-- 463-BC 155--EXISTING CONTOUR CJ) 46~-6C -··-··-EARlHEN SWALE (.!) (TC FlOW PAlH) Z -----,_..,,........__.......----.,.. ____ ,,.........,-___ ~_.....--~ & oet, .S1RU~1f/RES I, 'ISO CY DATE t A~£A zzo. 100, ~oo l ~ ltiT.4111/I>/f WALL Tltl$t\~ ,SOIi. ~£lltl,:O~C£/:I C -i1C11Mc:E:1g+ca:::ie1+ ~760$F 1-- <SV,4fD !(AIL ~ ~f 463·6D u u u w ~\l.GfESSto,y_,, "AS BUil T" "-'-" \\~ L PR < ~ ~ lo ~ ,..__~ .Pc;, .,, --f. ~ en ~ 79699 en c< t.1e -,0 ~ -* RCE EXP. J',-. .,,? c,v11. .,., REVIEWED BY: E' or CAl\1~ Cii;/17/ 1.3. INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTh!ENT GRJ\DING PLANS FDR: DATE DATE ll. C ~ CJ) ..J ~ 0 u. 0 ~ -0 1tm CARLSBAD DESALINATION PROJECT ---/ APPR~ t; 1-N ~:; ,tN P~l<I/'. / rr-.,. 6v~ 4{tz.b?J. ENGINEERING MANAGER PE 41 ~ES ~/31115 IM'Z/J//3 ~,~ DA~ l,.IYWl't c,,:' ',, PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY~ R AlJFN OTHER APPROVAL CITY APPROVAL RVWD BY: ·' RP 05-12A , 46J 6C -• ·~71813 ' . '<i' .. ' LEGEND: ABBREVIATIONS: NOT PART OF PERMIT PACKApE -& AND KIPS KILOPOUNDS (1,00D POUNDS) PART OF PERMIT PACKAGE 0 AT KO KNOCK OUT It. CENTER UNE lB POUND - - - ---·" ·-········ SHEET INDEX -I -fl PLATE, PROPERTY UNE lB LAG BOLT I Sheet No. Dwg. No. Drawing Title Revision No, & AB ANCHOR BOLT LF LINEAR FOOT 1 C-110 CIVIL NOTES -ADJ ADJACENT LG LONG AFF ABOVE FINISH FlOOR LL LIVE LOAD 2 5-03 TYPICAL NOTES• 2 A ARCH ARCHITECTURAL LLH LONG LEG HORIZONTAL 3 C-111 ROUGH GRADING PLAN -ALPHA NUMERIIC BD BOARD LLV LONG LEG VERTICAL 4 C-lllA PEEP FOUNDATION LOCATION MAP . 0 REVISIONS ARE FOR BLDG BUILDING LS LAG SCREW s 5-01 TYPICAL NOTES -1 0 INTERNAL KSD BLK BLOCK LT LIGHT REVISION CONTROL BLKG BLOCKING MAS MASONRY 6 5.04 TYPICAL NOTES· 3 0 BLW BELOW MAT MATERIAL 7 5-05 TYPICAL DETAILS-1 0 BM BEAl,t MAX MAXIMUM 8 5-06 TYPICAL DETAILS - 2 0 BN BOUNDARY NAIL MB MACHINE BOLT 9 5-07 TYPICAL DETAILS-3 0 (B) OR BOT BOTTOl,t MECH MECHANICAL BRG BEARING MEZZ MEZZANINE 10 5-10 TYPICAL DETAILS-6 0 BS BOTH SIDES MIN MINIMUl,t 11 5-11 TYPICAL DETAILS-7 0 BThtl BETWEEN MH MANHOLE 12 M0000-1 PIPE SUPPORT AND PENETRATION TYPICAL DETAILS 0 CB CARRIAGE BOLT MANUF MANUFACTURER 13 M0000-8 PIPE PENETRATION DETAILS· 1 0 Cf CUBIC FOOT M1l METAL 14 5-221 AREA 22□, FOUNDATION PLAN 0 CHAM CHAMFER (N) NEW Cl CAST-IRON NS NEAR SIDE 15 5-222 AREA 220, ROOF FRAMING PLAN 0 CIP CAST-IN-PLACE NIC NOT IN CONTRACT 16 5-224 AREA 220, SECTIONS 0 CJ CONSTRUCTION JOINT NOi.i NOMINAL 17 5-225 AREA 220, ELEVATION AND SECTION 0 CJ' COMPLETE JOINT PENETRATION NTS NOT TO SCALE CLG CEIUNG oc ON CENTER 18 5-226 AREA 220, DETAILS 0 CLK CAULK OD OUTSIDE DIAMETER 19 M-0220-1 AREAS 220, CLEARWELL TANK OVERALL LOWER PLAN 0 CLKG CAULKING OH OPPOSITE HAND 20 M-0220-2 AREA 220, CLEARWELL TANK OVERALL UPPER PLAN 0 CLR CLEAR OPNG OPENING 21 M-0220-3 AREA 220, LOW PRESSURE BOOSTER PUMP DETAILS 0 Cl.tU CONCRETE MASONRY UNIT OPP OPPOSITE 22 M-0220-4 AREA 220, HIGH PRESSURE BOOSTER PUMP DETAILS 0 CNTR CENTER OWJ OPEN WEB JOIST COL COLUMN PC PRECAST 23 M-0220-5 AREA 220, BACKWASH SUPPLY DETAILS 0 CONC CONCRETE PERP PERPENDICULAR 24 M-0220-7 AREA 22□, CLEARWELL TANK SECTION 1 0 & CONN CONNECTION PL OR It. PLATE 25 M-0220-8 AREA 22□, CLEARWELL TANK SECTIONS 2AND 3 -CONT CONTINUOUS PLYWO PLYWOOD 26 S-514 AREA 500, BRINE PIT PLAN AND DETAILS A CSK COUNTERSINK PNL PANEL 27 M-0500-2 AREA 500, BRINE PIT PLAN AND DETAILS n - d PENNY PREFAB PREFABRICATED DBL DOUBLE PSI' POUNDS PER SQUARE FOOT 28 5-0701 AREA 700, SUCK BACK TANK PLANS 0 DEP DEPRESSED PSI POUNDS PER SQUARE INCHES 29 S-0702 AREA 700,SUCKBACKTANKPLANS 0 DET DETAIL PT. POINT 30 5-0703 AREA 700, SUCK BACK TANK SECTIONS 0 DF DOUGLAS FIR PT PRESSURE 1REATED 31 5-0704 AREA 700, SUCK BACK TANK DETAILS 0 DFL DOUGLAS FIR/LARCH PVC POL Yv1NYL CHLORIDE DIA DIAMETER RAD RADIUS 32 M0701-1 AREA 700, SUCK BACK TNAK PLANS 0 DIAG DIAGONAL RD ROOF DRAIN 33 M0702-2 AREA 700, SUCK BACK TNAK PLANS 0 Dll,t DIMENSION REF REFERENCE 34 M0703-3 AREA 700, SUCK BACK TANK SECTIONS 0 DL DEAD LOAD REINF REINFORCED / REINFORCING &I C·/l/8 w1,17 A~T/IMltNt:, W~<t 0 ~, DN DOWN REQD REQUIRED 35 DIV DIVISION REV REVISION PLAN AlilD PAW'tLI ' -DR DOOR RF ROOF DWG DRAl'l1NG RFTR RAFTER 3l, ~-1q, .SOl,/f'H Jl6/74,IJ'N6 -VAtt 0 , Dl'A. DOWEL RH ROOF HATCH PIAN IINO ~ICO,-ltl (E) EXISTING Rl.i ROOl,t • EA EACH RO ROUGH OPENING EF EACH FACE RS ROUGH SAWN EJ EXPANSION JOINT SCHED SCHEDULE .... --EL ELEVATION SECT SECTION ~ --ELEV ELEVATOR SF SQUARE FOOT EMBED El.tBEDMENT SHT SHEET EN EDGE NAIL SHTG SHEATHING ,. EQ EQUAL SIM SIMILAR EQUIP EQUIPMENT SMS SHEET METAL SCREW ES EACH SIDE SOG SLAB ON GRADE EW EACH WAY SPEC SPECIFICATION EXP EXPANSION SQ SQUARE EXT EXTERIOR ss STAINLESS STEEL rn FD FLOOR DRAIN STGR STAGGERED FON FOUNDATION STD STANDARD (!) , FF FINISH FLOOR STIFF STIFFENER z FIN FINISH S1l STEEL I FLR FlOOR S1RUCT S1RUCTURAL FN FIELD NAIL STS SEUF TAPPING SCREW FO FACE OF __ SYl,t SYMMETRICAL FRl.tG FRAMING SYS SYSTEl.i FS FAR SIDE T&B TOP AND BOTTOl,t FT FEET/ FOOT T&G TONGUE AND GROOVE .... FTG FOOTING TEMP TEMPORARY -GA GAUGE THK THICK :ii GALV GALVANIZED THKND lHICKENED -Q!'. GI GALVANIZED IRON lHRU lHROUGH w GLB GLU-LAMINA TED BEAi.i 1l TOTAL LOAD a. GRD GRADE T.O. TOP OF GYP GYPSU~ TSG TAPERED STEEL GIRDER 0 HD HOLDOWN TYP TYPICAL <( HDR HEADER UON UNLESS OlHERWISE NOTED OJ HGR HANGER VERT OR (v) VERTICAL HORIZ HORIZONTAL V.I.F VERIFY IN FIELD rn HRD HARD W/ WITH ..J HSB HIGH S1RENGTH BOLT W/0 WllHOUT Q!'. HT HEIGHT WCJ WALL CON1ROL JOINT <( HVAC HEATING, VENTILATION, & AIR WD WOOD 0 CONDITIONING WIN WINDOW u.. IN INCH WP WATERPROOF / WORK POINT INSP INSPECTION / INSPECTOR WPJ WEAKENED PLANE JOINT 0 INT INTERIOR WT WEIGHT ~ JST JOIST W'/IF WELDED 1'11RE FABRIC JT JOINT W'/lld WELDED 1'11RE MESH -0 DRAWING NUMBER TYPICAL NOTES -3 S-03 . I S2EEl I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT ' GRADING PLANS FOR: SCALE AS SHOWN "AS BUil T" CARLSBAD DESALINATION PROJECT WARNING ~l)\'ESS/ I r:IARCADI DATE MAY 2013 POIIIDON REIOUaCEI ;f,, i,ON !Yo_,,, ~ . - 0 1 . ' FILENAME FNAMEOOOO-S-DC-MP n, ti.' ., '-" O ~ No, 2906 )f DATE AP!;DtLE~ K.~ESKI 10-ld,•I J.P. r. ~\ AOD Rerm..v'IS #AllS 11-1~1· C:)VP c,h,/23 IF THIS BAR DOES KSD 01 □E RCE EXP. 5/24/1, MS 7 • INDEX UPDA 15/24/1; zc 'r;,!zo/,~ (;,1# -Yk . , ~ ENGEERi°NG MANAGER PE 41204 EXPIRES 3/31/15 ' NOT MEASURE 1' DATE THEN DRAWING IS .J'71;1RucN'f. REVIEWED BY: 57al13 SW Ii NEW SHEET ADDED DWN BY: ~. LE• NOT TO SCALE OF C,~\_1, DATE INITIAL DATE PROJECT NO. DRAWING NO. KIEWIT SH~~ DATE INITIAL INITIAL CHKD BY: Z. C D£SALll~ON technologies ltd. REVISION DESCRIPTION RP 05-12A 463-6D 05/14/13 · INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Z. C .. • CONSTRUCTION NOTES 1. GRADING SHALL REMAIN Wlll-llN LEASE AREA BOUNDARY. 2. LEASED PREMISES ARE FROl.4 THE LEGAL DESCRIPTION DOCUMENT PREPARED BY PROJECT DESIGN CONSULTANT AND WAS DRAWN IN CAD FORMAT BY BHA INC. 3. FOR DEMOLITION OF EXISTING TANKS, ABOVE GROUND PIPING, AND UNDERGROUND FACILITIES, REFER TO DEMOLITION PERMIT. WARNING 0 IF THIS BAR DOES NOT MEASURE 1• THEN DRA\1/lNG IS NOT TO SCALE SCALE AS INDICATED DATE APRIL 2013 FILENAME 1:lOO-C--GP-ll'--111.DWll I ·i1 I ' ----.• I C9 SECTION A NTS POSllJOOJ'i RF.,~OllllC.EII ARCADI "AS BUil T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ' .' ' i· • •' / J 0 JO' 60' 07!8/J TOP EL: 39.0 MAX e) ~~CTION B - ~JHE~T CITY OF CARLSBAD I SH~E}_S I A 1---i---i-------------+---i---+---+--r ·J,Lfl ENGINEERING DEPARTMENT ?,~ a GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT AP~ :r=N.aVA:tJZI tif43 ~/6 ll ;rp ENGINEERING MANAGER PE 41204 EXPIRES 3 31 15 DWN BY: DATE INITIAL PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: R.BUEN ENGINEER Or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: J ERIQR RP 05-12A 463-6C -· ·•" '_\ ·._ ·,~ ·• 14' ) I I I I I I. I r I I I 1q1 ~I w ~ ' . WI q-i' I. ~ I \ ------ ~ 2: 1 . I ..-;-ti-n MAX ':e~--.:,£----..i.-----------,.:!56 @ ;...I (TYP) <0 '39 z I I I I I I 38-... 137 .. i-L-38 I J 39 - WARNING 0 I El I I If 1HIS BAR DOES NOT MEASURE 1" 1HEN ORA WING IS NOT TO SCALE I I j , I I I CLEARW£LL (AREA 220) ! SEE NOTE 1 CONCRETE WALL DETAIL SCALE: NTS SCALE AS INDICATED DATE MAY 2013 FILENAME 1 J00-C-GP-MP-111A ---•-----___ /" \ .. I NOTES: ✓ -·---'\ ;' ./ ) / / 1. COORDINATES OF STRUCTURES ON THIS SHEET ARE SHOWN WHERE STRUCTURE IS VISIBLE AT GRADE. 2. CITY OF CARLSBAD STRUCTURAL INSPECTION COMPLETE AT TOP OF GRADE. 3. LEASED PREMISES, EASEMENT LINES AND EXISTING FEATURES ARE FROM TI-IE SURVEY PROVIDED BY BHA INC. '\. _.,-··-' --- SUCKBACK TANK -~---L_ (AREA 700) POSfJDON RD~!)IJRCES ARCADI KSD KlfWfl SHEA ~1 P!::SN ... JV-.?!CN ~--1 ---------. _· ---~_:__--../ .. ----~ -'.,, -----,_,, ..... 40 --- \ . I ' \ \ I J I C --• / I __ :--.. I --Iv i I 11-1~,_; I l I I I \ I I I \I I I '~------------------,3-6'--sc .. =.---:::".-, .. ___ -- .., ___ ✓ ------v-~---~-=-=---=-:--:._::.·-==-.;-:::-:...:.-__ '1\, :=------~~ / \_ ' ~----.. '----·-·· ------- 3: 1 ·. ------~·11 . -----\ PARTIAL EXCAVATION FOR, PRODUCT WATER TANK 111 /' \ 1, i / \ I ';' , I -···--_J / ~/ ,- / _/ ' ~--) / r ' ' N 00 N ._ .,,,,,.-/ -~-... , \ \_ \ ';\ \ : '. n n N n ,,, i J COORDINATES ID NORTI-IING EASTING NOTE: 1 1996289.805 6229469.926 LLC 2 1996042.127 6229573.144 LLC 3 1995571.483 6229763.860 LLC 4 1995483.666 6229551.588 LLC 5 1995636.070 6229423.424 LLC ~ ,_ 6 1995617.743 6229381.309 LLC ---' <O // n 7 1996160.271 6229156.844 LLC I ' u 31 1995830.824 6229506.637 AFC 32 1995819. 992 6229480.456 AFC 'N I'- ~ 34 1995860.007 6229494.563 AFC 35 1995849.175 6229468.382 AFC ~ • 51 1995740. 756 6229398.334 AFC 3: 1 ~ N 52 1995718.734 6229407.446 AFC . ~ I') • 53 1995710.004 6229386.347 AFC I'-<,!) V1 54 1995732.027 6229377.235 AFC 55 1996188.531 6229318.880 AFC 56 1996052. 082 6229375.334 AFC . 57 1996016.622 6229289.630 AFC / 61 1996153.071 6229233.176 AFC LLC = LEASE LINE COORDINATES Cl) C) z -! 0 I--:i ix: w ll. 0 < co Cl) ..J ix: < 0 LL 0 30' ~ 0 ~ 60' -0 DRAWING NUMBER C-111A DEEP FOUNDATION LOCATION MAP ~ CITY OF CARLSBAD !SHEETS! 1----+--1----------------+--+----1----1---1 L_i_J ENGINEERING DEPARTMENT 34 1----1----+-----------------+---+----t---+-----t GRADING PLANS FOR: "AS BUil T" CARLSBAD DESALINATION PROJECT DATE t __ R~C~E~~~~_::::EX::.:,P.:.·===:__ _______ i~u;cl::::::::h[}~~tigi:;~@========t===t:::::i~~b~d EN NEERING MANAGER PE 41204 EXPIRES 3 31 15 REVIEWED BY: 5 8 13 NEW SHEET ADDEO 1..._ " DWN BY: S.PEDRO PROJECT NO. AP~: 111· MESKI INSPECTOR DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: R.BUEN ENGINEER Of WORK REVISION DESCRIPTION Olr!ER APPROVAL CITY APPROVAL RVWD BY: J.PRIOR RP o5-12A DRAWING NO. 463-SC REINFORCING STEEL: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE CBC, AND THE "MANUAL OF STANDARD PRACTICE" BY THE CRSl OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. SPECIAL INSPECTION ANO TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1708 OF THE CALIFORNIA BUILDING CODE ANO THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, DEFORMED GRADE 60, REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO ASTM A 706, DEFORMED GRADE 60. 4. DETAILS OF REINFORCEMENT SHALL COMPLY WlTI-1 ACI 318, CHAPTER 7 (LATEST EDITION). 5. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A706 WITH LOW HYDROGEN ELECTRODES AND STRUCTURAL WELDING CODE REINFORCING STEEL SHALL CONFORM TO ANSI / AWS D1.4. MINIMUM TENSILE STRENGTI-l OF WELD METAL SHALL BE 90 KSl ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 6. REINFORCING BARS FOR COLUMNS AND REINFORCING IN SEISMIC ELEMENTS INCLUDING SHEAR WALL VERTICAL REINFORCING STEEL, MOMENT FRAME BEAMS AND COLUMNS, AND DIAPHRAGM CHORD BARS SHALL CONFORM TO ASTM A706, GRADE 60, U.O.N. 7. ALL REINFORCING BAR BENDS SHALL BE MADE COLO, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, ANO SHALL BE LAPPED 1 SPACE AND 12" MINIMUM. 9. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING ANO NUMBER AS THE VERTICAL REINFORCEMENT. 10. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 11. ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS, UNLESS OTHERWISE NOTED. 12. SLAB ON GRADE REINFORCING SHALL BE POSITIONED AT MID-DEPTH, UNLESS OTHERWISE NOTED. 13. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN PLACE, UNLESS OTHERWISE NOTED. 14. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. ACI 318 SECTION 6.3.12. 15. REINFORCING BAR LAP SPLICES SHALL NOT BE PERMITTED IN MOMENT FRAMES OR SHEAR WALLS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ENGINEER IN WRITING. 16. MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL, INCLUDING SPLICED REINFORCEMENT, SHALL BE 1" OR 1 BAR DIAMETER, WHICHEVER IS GREATER. MINIMUM CLEAR DISTANCE AT COLUMNS SHALL BE 1 ½" OR 1 ½ BAR DIAMETERS, WHICHEVER IS GREATER. DESIGN BASIS; CODE: 2010 CBC (CALIFORNIA BUILDING CODE) CCR, TITLE 24, PART 2. GRAVlTY LOADS; 1. FLAT ROOF LIVE LOAD : 20 PSF (UN-REDUCIBLE) 2. WALKWAYS & PLATFORMS : 100 PSF 3. OPERATING FLOORS : 150 PSf OR HS20-44 IF APPLIES 4. ELECTRICAL ROOMS : 250 PSf 5. MONORAIL OR CRANE : FULL RATED CAPACITY PLUS 25% IMPACT I A TERAL LOADS: ,. EARTHQUAKE DESIGN DATA : OCCUPANCY CATEGORY = Ill SEISMIC DESIGN CATEGORY = D SITE CLASS = D Ss = 1.317g St = 0.496g Fo = 1.0 fv = 1.504 SMS = 1.317g S1,11 = 0.7969 Sos = 0.878g S01 = 0.497g I = 1.25 2. WIND DESIGN DATA: BASIC WIND SPEED = 85 MPH EXPOSURE D lw = 1.15 SPECIAL LOADS: 1. SOIL LATERAL LOADS: BRACED RETAINING/FOUNDATION WALLS: AT-REST PRESSURE= 60 H PSf/FT CANTILEVER RETAINING WALLS: ACTIVE PRESSURE= 40 H PSF/FT SOIL SEISMIC (ULTIMATE) = 14 H PSF /FT (APPLIED AS AN INVERTED TRIANGLE) WARNING • 1 If" THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 05/14/13 CONCRETE: 1. CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 19 OF THE CALIFORNIA BUILDING CODE, AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (LATEST EDITIONS), EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1708 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. ALL REINFORCED CONCRETE SHALL BE 150 PCF HARDROCK, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS. 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE 11/V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO ASTM C33. 5. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO CBC SEC. 1905 UNLESS OTHERWISE NOTED. 6. NON-STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 7. PROVIDE 2-#5 DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND INSIDE CORNERS Of FLOORS. 8. PROVIDE WATERSTOPS IN ALL BELOW GRADE FOUNDATION WALL CONSTRUCTION JOINTS, THAT ARE REQUIRED TO BE WATERTIGHT OR ARE BELOW THE WATER TABLE. 9. READY MIXED CONCRETE SHALL CONFORM TO (ASTM C94), 10. PLACEMENT OF CONCRETE SHALL CONFORM TO AC! 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. ALL SLABS SHALL HAVE A TROWEL FINISH EXCEPT AS NOTED ON THE DRAWINGS. 12. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 13. IF THE CONTRACTOR REQUESTS TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, THEY SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 14, NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 15. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, UON. 16. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON-CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 17. ALL REINFORCING BARS· SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH, 'l,'EA THER OR LIQUID 2" BEAMS AND GIRDERS 2" WALLS 2" COLUMN TIES 2" SLABS (#11 AND SMALLER) 2" 18. CONCRETE CURING: PER SPECIFICATIONS 033000. WELDING: 1. 2. 3. 4. 5. 6. 7. ALL WELDING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE D1 .1. (LA TEST EDITION). SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704, 1707 AND 1708 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. ALL WELDS SHALL HAVE A WELD CONTROLLED SEQUENCE AND TECHNIQUE IN ORDER TO MINIMIZE SHRINKAGE, STRESSES AND DISTORTION. ALL ELECTRODES FILLER MATERIAL SHALL BE A MINIMUM OF E70XX. WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH AWS 01.4. REINFORCING STEEL TO BE WELDED SHALL HAVE A CARBON EQUIVALENT (CE) OF 0.75. SPECIAL INSPECTION IS REQUIRED. WELDING OF METAL DECK AND LIGHT GAUGE METAL FRAMING SHALL BE DONE BY CERTIFIED LIGHT GAUGE WELDERS IN ACCORDANCE WITH AWS SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCilJRES, AWS D1.3. 8. UNLESS A LARGER SIZE FILLET WELD IS INDICATED, PROVIDE MINIMUM SIZE WELD PER AISC SPECIFICATION, SECTION J2 AND TABLE J2.4. 9. WELD LENGTHS INDICATED ON PLANS ARE THE MINIMUM NET EFFECTIVE LENGTH REQUIRED. WHERE LENGTH OF WELD IS NOT SPECIFIED, IT SHALL BE FULL LENGTli OF JOINT. 10. ALL SHOP AND FIELD WELDING Of MOMENT CONNECTIONS OR MOMENT RESISTING FRAMES, AND ALL COLUMN SPLICE WELDS, SHALL BE TESTED AS PER CBC, AISC & AWS ALSO SEE SHEET S-003. 11. WELDING OF REINFORCING STEEL CONNECTED BY DIRECT BUTT JOINTS AT MOMENT FRAME COLUMNS REQUIRES RADIOGRAPHIC TESTING PER AWS D1.4 SECTION 7.9. POSEIDON RtlOU&CES ARCADIS KSD KEWITSHEA-;:::; ~M 010E technologies ltd. RCE REVIEWED BY: INSPECTOR FOUNDATION: 1. ATTACH ONE COPY OF GEOTECHNICAL EVALUATION TO THE APPROVED SET OF CONSTRUCTION DOCUMENTS. GEOTECHNICAL EVALUATION SHALL BE PART OF THESE NOTES. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT' FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER OR A QUALIFIED REPRESENTATIVE SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR WRITTEN CERTIFICATION THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE GEOTECHNICAL EVALUATION. A WRITTEN CERTIFICATION TO VERIFY THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL EVALUATION. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED ANO COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT Of THE GEOTECHNICAL EVALUATION. 2. GEOTECHNICAL EVALUATION PREPARED BY: NINYO & MOORE DATED : APRIL 12, 2013 PROJECT No. : 107383002 3. SOIL REMOVAL, BACKFILLING, AND RECOMPACTION SHALL BE DONE PER GEOTECHNICAL EVALUATION RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S OR A QUALIFIED REPRESENTATIVE SUPE:RVISION AND INSPECTION. 4. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WlTI-1 SECTION 1704 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 5. TYPE OF FOOTING: A. SHALLOW FOOTING SYSTEM-MINIMUM EMBEDMENT 18" BELOW LOWEST ADJACENT GRADE. DESIGN SOIL PRESSURE: FOOTING TYPE STA TIC BEARING PRESSURE SPREAD/CONT FOOTING 3000 PSF" IN COMPACTED FILL & 4000 PSf IN FORMATIONAL FORMATION MAY BE INCREASED BY 250 PSF PER FOOT Of DEPTH TO A MAX Of 6000 PSF MAT FOUNDATION 2500 PSf IN COMPACTED FILL & 4000 PSF IN FORMATIONAL FORMATIONAL MAY BE INCREASED BY 250 PSF PER FOOT OF DEPTH TO A MAX OF 6000 PSF ALLOWABLE BEARING CAPACITIES MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. 6. FOUNDATION EXCAVATIONS, FILLING, AND COMPACTION ARE TO BE OBSERVED BY AND DEEMED ACCEPTABLE TO THE GEOTECHNICAL ENGINEER OR QUALIFIED REPRESENTATIVE PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE. 7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGlli. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 8. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH GEOTECHNICAL EVALUATION. 9. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 10. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDER FLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, TRENCH BACK FILL AS PER GEOTECHNICAL EVALUATION REQUIREMENTS. 11. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTiiER DRAINAGE PER CIVIL 12. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED 13. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICE IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL PROVIDE FOR DESIGN, APPROVALS, PERMITS, INSTALLATION ANO MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 15. CONTRACTOR SHALL PROVIDE SHORING PLANS AND CALCULATIONS PREPARED BY A CA LICENSED CIVIL ENGINEER BASED ON RECOMMENDATIONS BY A LICENSED GEO TECHNICAL ENGINEER. SHORING DESIGN CONCEPTS, PLANS AND CALCULATIONS SHALL BE COORDINATED WITH THE CONTRACT DOCUMENTS, AS-BUILT DRAWINGS, AND ANY RECOMMENDATIONS PER THE PROJECT GEO TECHNICAL ENGINEER AND PROJECT GEOTECHNICAL EVALUATION. GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH MECHANICAL & ARCHITECTURAL DRAWINGS. NO PORTION OF STRUCTURAL RELATED WORK, INCLUDING SHOP DRAWING DEVELOPMENT, SHALL BE PERFORMED WITHOUT CONSIDERING REQUIREMENTS OF CONTRACT DOCUMENTS IN THEIR ENTIRETY. 3. DETAILS AND SCHEDULES INDICATED AS "TYPICAL"MAY NOT BE SPECIFICALLY REFERENCED ON DRAWINGS. 4. OPENINGS, POCKETS, CORE DRILLING, ETC. SHALL NOT BE PLACED IN STRUCTURAL WALLS, SLABS, AND MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER OF RECORD WHEN DRAWINGS BY OTliERS INDICATE OPENINGS, POCKETS, CORE DRILLING, ETC., NOT INDICATED ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 5. ALL ASTM DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LA TEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 6. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND · DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 7. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE METHOD Of CONSTRUCTION. 9. SATIS_FACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. THE CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH TiiE INTENT OF THESE DRAWINGS. 10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL WHEN WEIGHT OF MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE SHORED. 11. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 12. THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE DESIGN OR FIELD VERIFICATION OF TEMPORARY ANO ANCILLARY WORK. SHOP DRAWINGS: 1. THE CONTRACTOR SHALL MAKE SUSMITTALS PRIOR TO FABRICATION AS REQUIRED BY THE WRITTEN SPECIFICATIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING SUBMITTALS: A, CONCRETE MIX DESIGNS. B. REINFORCING BAR DRAWINGS. C. CONTROL JOINT/CONSTRUCTION JOINT LOCATIONS. D. SHORING & BRACING 2. STEEL REINFORCING LISTS AND QUANTITIES AND LENGTHS OF ALL MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE COMPLIANCE WITH THE PLANS. ENGINEER Wilt. NOT REVIEW. 3. SHOP DRAWINGS SUBMITTED TO TliE ENGINEER FOR REVIEW SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR INDICATING THE CONTRACTORS PRIOR REVIEW AND THAT THE SUBMITTAL IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. "DECLARATION OF RESPONSIBLE CHARGE" (SHEETS 5-34) I HEREBY DECLARE THAT I AM THE ENGINEER Of WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ' FIRM: KLEINFELDER/SIMON WONG ENGINEERING ADDRESS: 9968 HIBERT STREET 2/FL CITY, STATE: SAN DIEGO, CA 92131 TELEPHONE: 858 566 3113 BY: SIMON WONG (NAME Of ENGINEER) R.C.E. NO.: S.E, NO. 29D6 REGISTRATION EXPIRATION DATE: 6/30/2014 DATE: 5/14/2013 DRAWING NUMBER TYPICAL NOTES -1 S-01 CITY OF CARLSBAD Lill t---t--+---------------+--+--+--+---1 ENGINEERING DEPARTMENT 4 t---J----+-----------------+--+-----J---+---1 "AS BUil T" DATE EXP. ' 5/8/13 If\ NEW SHEET ADDED DATE INl11AL DATE ENGINEER Of" WORK REVISION DESCRIPTION ~llPII'? Ql.1' DATE INl11!\~ DATE INITIAi. OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT OWN BY: ~ ' .. PROJECT NO. CHKD BY: z. c . · RP 05 12A RVWD BY: Z. C · • DRAWING NO. 463-6D STATEMENT Of SPECIAL INSPECTIOI-IS REQUIRED VERIFICATION ANO INSPECTION OF SOILS VERIFlCA TION ANO INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH ANO HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES ANO LIFT TI-IICKNESSES DURING PLACEMENT ANO COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY TI-IAT SITE HAS BEEN PREPARED PROPERLY. WARNING IF nil$ SAR DOES NOT MEASURE 1• TiiEN DRAWING IS NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 FILENAME FNAMEOOOO-S-DC-MP CONTINUOUS PERIODIC INSPECTION INSPECTION X X X X X REQUIRED VERIFICATION ANO INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION, ITEM 5b. 3. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. 5. VERIFYING USE OF REQUIRED DESIGN MIX. 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, ANO DETERMINE THE TEMPERATURE OF THE CONCRETE. 7. INSPECTION OF CONCRETE ANO SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES, 9. VERIFICATION OF IN-SITIJ CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS ANO STRUCTURAL SLABS. 10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. CONTINUOUS PERIODIC INSPECTION INSPECTION X -- X - -X -X X - X - -X X X $PECIAL INSPECTION PROGRAM APPLIES TO ALL TABLES STRUC]JRAL OBSERVATION: THE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CALLEO INSPECTIONS 1. PER CBC CHAPTER 17 SECTION 1710, THE CONTRACTOR SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS DESIGNATED ENGINEER OR ARCHITECT TO MAKE SITE VISITS TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE SITE VISIT HAS BEEN MADE AND THAT ANY DEFICIENCIES NOTED HAVE BEEN CORRECTED. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE INSPECTIONS REQUIRED BY SECTIONS 110, 1704 OR OTHER SECTIONS OF THE CODE. REQUIRED BY CBC 2010 CHAPTER 1 SECTION 110. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, ANO NOT SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION'S BUILDING INSPECTOR. THE GOVERNING JURISDICTION IS DEFINED AS THE CITY, COUNTY, OR GOVERNMENTAL UNIT THAT IS RESPONSIBLE FOR THE INSPECTIONS OF CONSTRUCTION OR WORK AS SPECIFIED IN THE CONTRACT DOCUMENTS. A. 8. C. o. E. F. PROVIDE SPECIAL INSPECTION AND TESTING FOR SEISMIC ANO WINO RESISTANCE AS REQUIRED BY CBC SECTIONS 1705.3, 1705.4, 1707, ANO 1708. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, TO PERFORM THE TYPE OF INSPECTION SPECIFIED. EXCEPTIONS: WHEN WANED BY THE BUILDING OFFICIAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPEC1AL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD ANO SUBMITTED TO THE INSPECTION SERVICES DIVISION. G. AN APPLICATION TO PERFORM OFF-SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. H. A CERTIFICATE OF COMPLIANCE OF OFF-SITE FABRICATION MUST BE COMPLETED ANO SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. I. FABRICATOR MUST BE REGISTERED ANO APPROVED BY THE GOVERNING JURISDICTION, FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. J. THE SPEClAL INSPECTOR MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. K. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS. L. FABRICATION OF MEMBERS ANO ASSEMBLIES DONE IN A FABRICATOR'S SHOP APPROVED BY INSPECTION SERVICES NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIAL INSPECTION. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT THE CERTIFICATE OF COMPLIANCE FORM TO INSPECTION SERVICES. M. FABRICATOR SHALL SUBMIT AN 'APPLICATION OF PERFORM OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. N. FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS ANO ASSEMBLIES. 0. CONTRACTOR RESPONSIBILITY PER SECTION 1709 CBC 2010: EACH CONTRACTOR RESPONSIBLE FOR TI-IE CONSTRUCTION OF A MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WINO-OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON TiiE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT Of RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN SECTION 1705 CBC 2010, THE STATEMENT OF SPECIAL INSPECTION. REQUIRED REPORTS: 1. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL ANO TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 2. SPECIAL INSPECTION REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS PERFORMED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 3. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 4. IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL ANO TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. 5. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING 0Ff1CIAL PRIOR TO THE START OF WORK. CONTINUOUS ANO PERIODIC INSPECTIONS; 1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL-TIME VERIFICATION OF THE WORK. 2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPEC1AL INSPECTOR SHALL PROVIDE VERIFICATION THAT THE PERIODIC INSPECTION. WAS PERFORMED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS PRIOR TO THE COMPLETION OF ANY WORK THAT REQUIRES OBSERVATIONS. STRUCTURAL OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING WORK PERFORMED BY THE CONTRACTOR: a. AT PLACEMENT OF THE FOUNDATION REINFORCEMENT. b. AT PLACEMENT OF WALL REINFORCEMENT FOR EACH LEVEL. c. AT PLACEMENT OF ANY INTERMEDIATE FLOOR REINFORCEMENT/STEEL FRAMING. • d. AT PLACEMENT OF THE ROOF REINFORCEMENT/STEEL FRAMING DRAWING NUMBER S-04 TYPICAL NOTES -4 ~ CITY OF CARLSBAD ~ 1-----+--+----------------+----1----+----1----1 L2_j ENGINEERING DEPARTMENT L_Mj 1----il----+-----------------+--+---+---+---.t GRADING PLANS FOR: "AS BUil T" . CARlSBAD DESALINATION PROJECT ~\lc,fESs;gv, ~ po,,, no• .R ,,o u • c ••. 1~ ARCADI DC fft,;~ON ~t; ~· It.I . ':2 No. ~ 18(' \ifs AP~R 0: yLEl'j. K. yt;-'J PESKI "' . jj;;; -t---------------t----~-------1 X~7/.J-ll/M." W@J r . .a-·-'7-J KSD ~-1--~~:;;;;:~;;:-----=.'.:'.....:-===---------l--,::"".=-·J---l-"""""'=,--=,=~=::::::---------+--+--+.,..,--rc+:-'.""::,_.~ ENGN£ERING MANAGER PE 41204 ExP1REs J/31I15 DATE .f'i~iJfJJ' ~••1...,.58._.,.-.., ~ IQ E OWN BY: ~. LE~ I PROJECTI, ·.•.·· I DRAWING DATE . RCE EXP. REVIEWED BY: 5/8/13 /1\ NEW SHEET ADDED M;c/,3 6vP OCSIJ.W.!ICN....-T technologies ltd. ~t~ ~r :: g RP 0~ 463-6 05/14/13 DATE DATE INrTIAL DATE INITIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL . --v'--j \_PIPE TO CLEAR SLEEVE BY 1 /2" ALL AROUND SLEEVE @~ :5 i= o.~ "'z '°- , - -··-· ·- ·-..• -- SLEEVE -:____; CONC FILL TO BE IN PLACE BEFORE FTG IS POURED. PLACE SAME WIDTH AS FTG AND FULL WIDTH Of PIPE TRENCH PIPE AT FOUNDATION WALL (PIPE IS MORE THAN 2' -6" BELOW FINISH GRADE AND PASSES THRU FOUNDATION WALL) REINF TO MATCH --- FOUNDATION REINF MIN FTG DEPTH •o• --- MUST BE MAINTAINED \ \' ,_ __ POINT OF TI-IE STEPPED fTG PER PLAN 3" 36 DIA LAP 2•-0• MJN TYP -.,.., ...... ~--rr----11 i I I I 1;--• N (2) #3 U-SHAPEO BAR EA FACE =1 I 1:-:-t I,_ -BACK FILL ~ - • z <O ;i • 0 j I ~ • z "' ;i 6" DIA PIPE MAX 9• MIN 1'-6" MIN 1,141['! 2 . 'I ::::7 1 1 #4 @ 12" ',._ 6• 6• FOOTING y -V-PIPE -------' NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG NOTES: BELOW THIS LINE 1. INSIDE DIAMETER OF SLEEVE TO BE 1" LARGER THAN OUTSIDE DIAMETER OF PIPE. 2. SLEEVES SHALL BE NON-CORROSIVE, FILL VOID W/ OAKUM AT EA END. 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC, WRAP PIPE WITH 1" GLASS WOOL OR FOAM INSULATION BEFORE POURING CONC IN LIEU OF SLEEVE. THRU FOOTING ,,--TOP OF FINISH GRADE • r,:: Nd ;---FINISH GRADE SLOPE I 1=- CLR 2x RISE MIN NOTES: 1. STEP FTG PER PLANS AND AS REQD TO MAINTAIN MIN FTG DEPTH BELOW GRADE ANO AS REQD TO ACCOMODA TE PIPES PER TYP PIPE TRENCH DETAIL FOOTING _/ _/~',L--7-::-' -=-0-="=M=-1-:N:-::T-::-Oc::-D-:Ac::YL-::-:-:IG::-:Hc-T _¾ "-OR PER SOILS REPORT PLANE PARALLEL "-MIN REQUIREMENTS 2. REINF TO MATCH SIZE AND SPACING OF FTG REINF TYP STEPPED NOTES: @, S-05 1. SEE DETAIL FOR ADDNL REBAR AROUND OPENING@7 2. SEE MECHANICAL DETAIL FOR INFO NOT SHOWN. M0000-8 FOOTING ' ..... lo-'""' ''I,, , . ' . . I . I . , • // . . 10 // . ' . 'QC ' l'l V' 't ' "" .... . t,,'""" '\'""' 'ti' .., , ..... I'-.: '/ ' 'I, ~ v/ ~ 1,''/ ""I\. '~ -I"\.; l_.-·;, -' .. ,, . ~ I ~f\ I I I 1//111 _., ? . " . ,, .. ·" ,· ,:·: I ,, .... , • ' l'I .:'\ I/I,; l-' C\ I/ 1.,, . ' ' ><'. 17 . ' /, I/' ::,-.... . l,""' •\.,. -'V ... .... , ... ... " " ... TO FINISH GRADE SLOPE ED 1YP FTG-TO-SLOPE ./ ''I,, .......... / ', / I/ 1::,., . ,.,. / / r, / I• L -.;;: -~ 17 ~ '-V "' /4 ~ ·' ✓ . V I~ , ~-- I/ ·~ I • -~ ~ ~ ' . ' . ' . ... I.,, , i,,, -~ , ~-~- WALL REINF BLOCKOUT 6" PVC WATERSTOP (2) #5 CIRCULAR TRIM EA FACE NON SHRINK STRUCTURAL GROUT (SIKA 328) ONE FULL LENGTH WALL REBAR IN GROUT SPACE EACH FACE EA SIDE 2x Ld TYP . r ' ....... ····v MATCH (H) I I WALL REINF z I I ':ii /I • 0 I "' [\ _________ ~ I • '1 .. :f INTERSECTING // BARS SHALL TYP CORNER 36 DIA LAP 2'-0" MIN ► Ac1> cv> BAR 36 DIA LAP 2'-0" MIN / CORNER ·--------V / / I \ r\ -----~ .,._ 36 DIA LAP \ 2t-o" MIN -. ' J i ~-(2) (V) BARS INTERSECTION ; < ; : • ,. STD HOO (2) (V) BARS -( \., ,, • • • / / ··---Ii:-- 36 DIA LAP / 2'-0" MIN (1) (V) BAR • -~---·--' , (2) (V) BARS~ ---f-< .. - INTERSECTION CD TYP CONCRETE FOOTING REINF-PLAN VIEW 4'-0" TYP ,?• 'o. DIA OF ROUND OPNG (2) #4 TYP j PLAN VIEW D z ~ ::E :I • 0 6 I I "' <O USE NOT LESS TI-IAN ONE HALF INTERRUPTED BARS ES PER MECH #4 @ 12" EW ROUGHENED JOINT 3/4" CHAMFER TYP FDN SLAB •• • • • • <,, 0 -I. • • • • 'I 1·--:111"-I I! . 111 11 -: I 1-1 I 1-·1 ! 1-1 I 1- NOTES: 4• #4@ 12] TY? 4• • • • • SLAB PER PLAN -1,_-:=\_,· __ r,__3 _• .... 1-----' ---1 ~--~0 1. CONTRACTOR SHALL POUR PADS SEPARATELY FROM FLOOR SLAB AT PADS ON STRUCTURAL FLOOR. 2. EQUIPMENT ANCHORAGE EMBEDMENTS ARE UNIQUE TO EACH PIECE Of EQUIPMENT, AND ARE NOT SHOWN. 5 TYP OPNG IN FOR OPENING 12" AND SMALLER, SPREAD BARS AROUND OPENING -PROVIDE (2) #6 MIN EF AND EA CORNER FULL HT (V) BAR AT WALLS SLAB-ON-GRADE ' PAD ON SLAB FIRST POUR SECOND POUR ROUGHEN CONCRETE r MAT SLAB REINF TO ). AMPLITUDE ~ PER PLAN • • • • • • • • • • • • LLfP ,. TYP ,, • • • • • • • • • • • • • ED MAT SLAB CONSTRUCTION JOINT DRAWING NUMBER S-05 TYPICAL DETA1L'3 -1 6 TYP REINF AT BLOCKOUTS IN WALLS 8 TYP REINF AT OPNG ~ CITY OF CARLSBAD I SHEETS I 1-----+--1----------------+--+----4----1----I Ll_J ENGINEERING DEPARTIMENT 34 WARNING 0 IF 11-11S BAR DOES NOT MEASURE 1• THEN ORA WING IS NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 FILENAME fNAMEOOOO-S-SD-MP 05/14/13 POl61DON REIOURCE5 KSD KIEWH'SH~ 0£SAL1M.TION ARCADI l---f--+---------------+--+--+--+---1 GRADING PLANS FOR: "AS BUil T'' CARLSBAD DESALINATION PROJECT DATE RCE EXP. REVIEWED BY: INSPECTOR DATE AP~: yEzL Vz1:ZI . r;j~J 5 8 13 NEW SHEET ADDED ENGINEERING MANAGER PE 41204 EXPIRE .J===31i±=15=,;===D=ATE==== jti.D'eiA~TE~-CINl"'llc-,A.,.-L+LJ==:.!!.....::::!..!==-!_!:::=::'.,_--------+--DA-TE--I-I-Nl-17A-L~~DA~TEl.!JL-l-l§NIM~t'..L-I g:D BJ~: z: ~ PRp~cr 0. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVA~ RVWO BY: Z. c " 0,5-12A 463-60 ENGINEER OF WORK REBAR SPLICE AND DEVELOPMENT SCHEDULES . .• SCHEDULE "A" -VERTICAL ..... CONC f'c ··-· 3,000 PSI CONC f' C -4,000 PSI CONC f'c -5,000 PSI CONC f'c -6,COO PSI REiNF r-... , d' LAP SPLICE BAR# SPLICE Ld Ldh SPUCE Ld Ldh SPLICE Ld Ldh SPLICE Ld Ldh ----PER SCHEDULE A TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER I ··HORIZONTAL /WIRE TiE REINFORCING #3 29 22 22 17 8 H3 25 20 20 '5 7 #3 22 17 17 13 7 #3 2! 16 16 12 6 ·········---TYP • #4 38 29 29 22 11 #4 33 25 25 19 10 #4 30 23 23 17 9 #4 27 21 21 '.6 B ' -~ --<' " ·····•--a•"·· ~ • #5 47 36 36 28 14 #5 40 31 31 24 12 #5 36 29 29 22 11 #5 34 26 26 20 10 I a. L,J #6 56 43 43 33 17 #6 48 38 38 29 15 #6 44 34 34 25 13 #6 40 31 31 24 12 :33 #7 82 63 63 48 19 #7 70 55 55 42 17 #7 64 49 49 38 15 #7 59 45 45 34 13 ~ :i! 1------•.. -u STAGGER LENGTH = z #B 94 72 72 55 22 #8 81 62 62 48 19 #8 73 56 56 •3 17 #8 66 51 51 39 16 a:'"' " "' a: LAP SPLICE LENGTH "' 2 #9 81 #9 #9 #9 --< 105 81 62 25 91 70 70 54 22 82 63 63 <8 19 74 57 57 44 17 • w C --< ;N a. #'0 118 91 91 70 28 #10 103 79 79 61 24 #10 92 71 71 54 21 #ID 83 65 65 50 20 # 11 131 ID1 101 78 50 #11 113 87 87 67 29 D 11 101 78 78 60 24 # 11 92 72 72 55 22 ~ NOTES: DWL OR BAR 1. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. SPLICE SHALL BE 5. SCHEDULE IS FOR GRADE 60 BARS. CLASS "8" U.0.N. 6. SCHEDULE IS FOR HARDROCK CONCRETE. INCREASE SCHEDULE VALUE BY 2. 0.80 SPLICE LENGTH MAY BE USED iF NOT MORE THAN ½" OF THE BARS 1.33 FOR LIGHT WEIGHT CONCRETE. 6 ARE LAP SPLICED WITHIN A REQUIRED LAP LENGTH. 7. CLEAR SPACING BETWEEN BARS BEING DEVELOPED SHALL BE GREATER THAN -3. TOP B.4RS ARE HCR!ZONTAL BARS WITH MORE THAN 12" CONC. BELCW, 2db AND CONC COVER GREATER THAN db. 1 ' 8. SPLICE LENGTH FOR BARS OF DIFFERENT SIZE SHALL BE LARGER OF OTHER BARS ARE BOTTOM OR VERTICAL BARS. 4. WHERE REQU!RE EMBEDMENT CANNOT BE OBTAiNED WllH STRAIGHT BARS, DEVELOPMENT LENGTH OF LARGER BAR AND SPLICE LENGTH Of Ss1ALLER PROVDE 180" OR 90" HOOK EQUAL TO LENGTH BELOW. BAR. Ldh 9. FOR CONCRETE STRENGTH f'c NOT USED IN SCHEDULE USE VALUE USTED ' IPER8 UNDER NEXT LOWER f' c ' I / 1 REBAR SPLICE AND DEVELOPMENT SCHEDULES -NTS TYP UON '- ;10 DEG SCNQ. tlQIE: 180 DEG BENO OFFSET CAP STIRRUPS MAY BE USfD - WHENEVER 135" CLOSED u STIRRUPS ARE SHOWN IN " z GRADE BEA.M ONLY "' :::, ~ \ / \ '<0 \"---"---~ ~ ~ ~ --;;i r» <7 1 I ~~ ;s ':i / .\ ,/ ""' "' ' 6 N .=-. I 4d I INTERSECTION 2 1/2" MlN. ,,:,, 80' "' ¼'1( CAP ST:RRUE 4d REINFORCING BAR BEND C, z REINFORCING BAR BEND -I'-. SIZE DIAMETER ("D") < ! a z d #3 TO #8 6d L,J ':i a ' #9 10 #11 8d 0 #14 TO #18 10d I-135.DEG BEND -NOTE: ALL BENDS SHALL BE MADE COLD ~ BAR CLEARANCE w 0. ~ CD TYP REINF BAR BENDS "' .J a: <( 0 LL 0 r:: -0 DRAWING NUMBER TYPICAL DETAILS -2 S-06 I S8EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTh1ENT 4 GRADING PLANS FOR: SCALE AS SHOWN "AS BUil T" CARLSBAD DESALINATION PROJECT -WARNING -=-'---I lGIARCADI DATE MAY 2013 ~\l.OffSS I Qi; POililOON REIOUtl<'fl 0 ., ,~,~~N t~ FILENAME l'NAMEOOOO-S-S0-MP· )01 ", ,.. ~ No. 2906 ii;. DATE ~: :{Ez,.L V~KI If TiilS BAR DOES '--~~. 'si' 01 □E RCE EXP. r,hc/,3 ( \~ 1-KSD NOT MEASURE 1" -~fRucT~ ~fl REVIEWED BY: ENGINEERING MANAGER PE 41204 EXPIRES J/31/15 DATE TiiEN DRAWING IS 5/8/13 /1\ NEW SHEET ADDEO ~/?P!I' l',v/1 DWN BY: :5. I.[~ I PR1JJT NO. I DRAWING NO. NOT TO SCALE ~ OF"cf.L\\., "'\W!TS~B DAll: INITIAL DAtt INITIAL OAK INITIAL CHKD BY: Z. C ~ technologies ltd. REVISION DESCRIPTION 05/14/13 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Z, C INSPECTOR DATE R~ -12A 463-60 t; -EXTEND TYP BEAM REINF & TIES @ CANTILEVER ~ ~ STD HOOK-' TENSION LAP , TYP ~ TOP BARS I 4• ""07 d a:: r BAR@ f:; LAP @ MIO SPAN I LAP @ MIO SPAN In CLR ~ g TYP TYP /BAR@ r , \ ? \ "' 13/16"~ 1/ STIRRUPS TYP a. <( BM PER PLAN ...J ' • \ \ ~ !\.._HYDROPHILIC STD HOOK BAR© LBAR@ \_ BAR© \_ BAR@ WATERSTOP TO 0 (I) ~ WRAP AROUND BM / ci I-g, I -~--POCKET WHERE BEAM/ SUPPORT • ~I a· OCCURS TYP N L2 DOWE~!!!/ ~WALL PER PLAN (I) LAP L1 TYP INT SPAN MATCH BM TYP EXT SPAN REINF MARK B (IN) D (IN) BARG) BAR@ BAR© STIRRUPS ···-·--------- ED BEAM TO WALL CONN B1 20 24 (5) #8 (5) #8 -5 LEGS #4@6"0.C. • ./ '/ . ' / / ' " .. 0 B5 18 30 (4) #8 (4) #8 -4 LEGS #4@8"0.C. -•--............... __ ...... ~--· • • ' • I B I --·- SECTION , --------~ -- •••••••••••_.,._, .. w•-•• -·--·------•- CD CONC BEAM (/) C, z I C I--:e IX w a. C ~ (/) ..J ~ u u. 0 ~ -u DRAWING NUMBER TYPICAL DETAILS -3 S-07 I SgEET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 4 GRADING PLANS FOR: SCALE AS SHOWN "AS BUil T" CARLSBAD DESALINATION PROJECT WARNING DATE MAY 2013 A1<cflSS1~ I ARCADI POlli.lDON ltESOU ■CEi 0 1 -t,J}{.s. "$-ON Ir o 4'" <.; ' FILENAME fNAMEOOOO-S-SD-MP-IJo {'i No. 2~ ~- , ,<.> ~ --"' DATE APP~ xY~AmZI ~ n 010E J/..ZR/Li IF THIS SAR DOES ( t. . :; KSD RCE EXP. NOT MEASURE 1' ENGINERING MANAGER PE 4120!1 EXPIRES 3/~1 /15 DATE THEN DRAWING IS ~ s-1,?ue1ui-;v!.,, REVIEWED BY: 575713 /1\ NEW SHEET ADDED r,,/wh~ e,-11::> OWN BY: •. LE• NOT TO SCALE ~-OF c,1,1'5W i]JOJf.CT NO. DRAWING NO. -..::::..~ KiEwtT_SH~B OATt INITIAL DA'(J INITIAL DATt INITIAL CHKD BY: Z. C ( 1)£.WJN.4tillN technologies ltd. REVISION DESCRIPTION P 05-12A 463-6D 05/14/13 ~ ENGINEER OF WORK OTHµI APPROVAL CITY APPROVAL RVWD BY: Z. C INSPECTOR DATE ~· ,J . ' -4 i's ..::___ ~ 6" ' A A A , j__ V,vnvrV-vV ,v-,, ,v,-----t------------,,v'Y'vrvvvv vv,vf--·· ~ ~ ~ 16 SPACES, I _lJ 5/16"±1/16" MIN. - / 1 -' WARNING 0 1 IF THIS BAR DOES NOT MEASURE 1• THEN DRAWING IS NOT TO SCALE 6" FLA TSTRIP WA TERSTOP WATERSTOP DETAIL NTS TYP UON SCALE AS SHOWN DATE MAY 2013 FILENAME FNAMEOOOO-S-S0-MP· POiflPON RESOUlCfl KSD KltWll sau.[3 tltSM.INA!tCN ~ ARCADI 010E technologies lid. YERL ELL VERT. TEE VERT. CROSS \SECOND WELD ..... . .... ' I I ~ I I, f-FIRST WELD ur ~ ~ FLAT ELL FLAT TEE FLAT CROSS FLATSTRIP WATERSTOPS (DPREPABRICATED JOINTS TYPICAL TOP SLAB REINFORCEMENT -A • • ' -~ _ PIPE WALL ~ ~::. 1-/ FLANGE • ,,. ' ' SYMMETRICAL ABOUT II \ II PIPE WALL ~ FLANGE N \WA TERSTOP . ~H--TYPICAL SLAB ,<i~ '-; J/ j\ REINFORCEMEN ,~ \,['---./, r/ 1 \ , LAP -·I>-;:--~---~'--.~--~~. ~"', -,_ ---:;,,/ / . \ . :\ -.. -. ' . . . , "'-K===-__j_'.,1 / ~ " y . . > , ,, ' /.• " •• I> C> • . , ·/ /~---1 TYPICAL BOTTOM SLAB REINF . • • .. 1 : 1 • • > PIPE OD SECTION lliRU PJPE SECTION A-A CB FOOTING DETAIL AT WALL DRAWING NUMBER S-10 TYPICAL DETAIUJ -6 ~ z I C 1--:E a: w a. ~ (/'J ..J ~ u.. 0 ~ -0 ~ CITY OF CARLSBAD U1j 1---+---+--------------1---+---+---l-----f L1QJ ENGINEERING DEPARTMENT 4 1---+---+--------------+--+---+---+----f GRADING PLANS FOR: "AS BUil T" CARLSBAD DESALINATION PROJECT DATE APP~~ JlN~VP$·KI RCE EXP. -Y.kdi~ REVIEWED BY: 5/8/13 /1\ NEW SHEET ADDED r,/;p/J3 c,,vp ENGINERING MANAGER PE 41204 EXPIRES 3131115 DATE DWN BY: ~ PROJECT NO. DRAWING NO. DATE INl11AL DATE INITIAL DATE INITIAL CHKD BY: Z. C INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO 8Y: Z. C RP 05-12A 463-6D - COLUMN NOTES: / '\ 1. PROVIDE COLUMN VERT REINF PER 3 SCHEDULES. PROVIDE COLUMN TIES PER - SCHEDULES / 2. FOOTING DOWELS TO MATCH COLUMN VERTS. PROVIDE STANDARD HOOK AT BOTTOM OF FOOTING. 3. HOOK VERTICAL REINF TO TOP OF SLAB AT UPPERMOST LEVEL 4. COLUMNS TO BE POSITIONED FOR FULL BEARING UPON COLUMN IN LEVEL BELOW UNLESS DETAILED OTHERWISE. 5. FOR CONCRETE COVER REQUIRED TO REINF REFER TO GENERAL NOTES. 5 KSI CONCRETE: 1 BAR IN ENO OF COL FOR WIDTH OVER 15" UP TP 24" -2 BARS IN ENO OF COL FOR WIDTH OVER 24" UP TO 27", UON TIE ALL VERT BARS ~171~17;., ' / / ~ < Lb,,t_ b - PROVIDE TIES AT EVERY VERT \ TIE ARRANGEMENTS Vie HOOP /CROSSTIES SEE 3 FOR TIE SIZE ANO _ SPACINGS " _"\,,.,-.,..-1...---- 1"" 11• 1• " I ,. -.i, / aU '.el'• '• • ' \_ AL TERNA TE HOOK END AT CROSSTIES FOR ITEMS "' ,om SEE e EQ SPACING EQ SPACING 12· -· 12" MAX MAX • • TYP COL TIE & BAR CD A~~A~GEMENT TYP SQ COL TIE· & BAR 0 ARRANGEMENT :c /CONC. BEAM CONC. :c cJ ~~ T.O. ROOF PER PLAN w~~~ COL~ ~ ~ J"'!Qz "lo,@ a:: 0 0 ~ '° ~ @ 2 t ,,,,,--MAX. BENO Je +---+--+~/ 1 -1_1 I 1- 11 ,ill-I 11 _1 I IT'"° -----1-, ---· FON ROUGHENED CONC CDCONC COL WARNING 0 1 IF THIS BAR DOES NOT MEASURE 1 • THEN ORA WINO 1$ NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 FILENAME FNAMEOOOO-S-SO-MP C1 20x20 DO ~ KSD KIEWIT SH07"', otSM.~iAttO-~ \-::] ~ , ARCADI fJ10E technologies ltd. "AS BUil T" DRAWING NUMBER S-11 TYPICAL DETAI!.3 -7 ~ :z I C 1--~ w 0. ~ i LI. 0 ~ -0 fSHm7 CITY OF CARLSBAD ~ 1----+--+-----------------+---+---+---+---1 L11J ENGINEERING DEPARTMENT ~ 1-----t--+----------------+---+------+---+------f GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT DA TE APPRqJt-0: GJ.-EN f VA,!., PEj;KI RCE EXP. i----;---+----------------;--+---+---+---i ~~U,~,;~,,r){~. _1,7~~{:Jr,~_i_..,~1)A!tt!J/.•· __ ---,----,---_ ~.aL 1--~RE~V;;;IE:;;WE~D=;B~Y;:--: ----=:'.;.'.:.:-===--------{_=c;:-:-}--+-,r--:c:=-;--:::::-:=-:;:---,=::::::---------+ ................ +--+~~+=---=-i ENGINEE~INil MANAGtR PE 41204 EXPIRES 3/31/15 DATE 5/8/13 /I\ NEW SHEET ADDEO r..1-z,,Jrj c:;;,,&> OWN BY: ,. tE• PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL OA1t INITIAL CHKO BY: z. C REVISION DESCRIPTION 011-lER APPROVAL CITY APPROVAi. RVWO 6Y: Z; c RP 05-12A 463-6D INSPECTOR DATE ENGINEER OF WORK ·····-·----------------------------------------------------------- WARNING D If THIS BAR DOES NOT MEASURE 1 • WEN DRA'MNG IS NOT TO SCALE PIPE SUPPORT LEGEND SCALE NONE PS8 / 7777 //// 1~----~ // / / PS1 o~==-'t--=-=-=.:::;i 777) 7777 DATE MAY 2013 FILENAME oooo-M-SD-MP-001 STANCHION SADDLE PIPE SUPPORT FLOOR BRACED STANCHION SADDLE PIPE SUPPORT WALL BRACED STANCHION SADDLE PIPE SUPPORT TRAPEZE PIPE SUPPORT CLEVIS HANGER PIPE SUPPORT WALL-MOUNTED CLEVIS HANGER PIPE SUPPORT CONCRETE PIPE SUPPORT WALL BRACKET PIPE SUPPORT WALL BRACKET TRAPEZE PIPE SUPPORT STACKED RACK PIPE SUPPORT BEAM PIPE SUPPORT ' ' 'c; (J) FLOOR SLEEVE ·- / . -~/~•-- PLAIN END WALL PIPE ~---,! ---~ .. C--, , . ------- '--/•-~- MECHANICAL JOINT -@ FLANGE WALL PIPE . . , ---lhl----·- -~ , \i1 ® - A. ... ~ ...... i,_ MECHANICAL JOINT - MECHANICAL JOINT WALL PIPE ,I ' , , . . . . TAPPED --1+-!+ ------ , , ... -!.---ft., ....... _.. PUSH ON -TAPPED FLANGE WALL PIPE ® ® -- FLOOR SLEEVE , ~-. ~ I~ , . • ,I • , FLANGE -PLAIN END WALL PIPE , T I• , .. ~ i::: , • 'r TAPPED rr<r?:-k::::z'.:..Z:~~ ------- @ v,;£, ! ,r-,, --d--•U·L L-1,_,_. MECHANICAL JOINT - TAPPED FLANGE WALL PIPE ,I TAPPED . , . .... iz,J}, • /2 I ------l+ I, -A-~ u , . , • ,I , , TAPPED MECHANICAL JOINT -MECHANICAL JOINT WALL PIPE • 1 • f PUSH ON -PUSH ON WALL PIPE PIPE PENETRATION SCHEDULE @ I I_ I FLOOR SLEEVE , -.--1,:.--~ TAPPED -A:z··;J'\'._.,' ~-'=a:! ® @ -··- -f,F\:f ', ' I • , TAPPED FLANGE PLAIN END WALL PIPE ,I ., , -R-_'. 'n, . ,q'-:\,,/ X -·f - TAPPED • i --~---- -'i? u : --t"J---, . ~f,--.L- FLANGEO WALL PIPE .I ! • -~--n __ ,, -TN'PED ~?'J ,Jf'> ' TAPPED -~!)';i ~ -r ._ .... : .. TAPPED MECHANICAL JOINT - /,;";\TAPPED MECHANICAL JOINT 'cY WALL PIPE , -- -+-,---+-- -~- ___ ---~---· --l-~---~- 1 CONCRETE PIPE "BELL ENO" TYPE 1 © ~~ t~_::::J rug~ :-:t= ~ f ll<SIDE -WALL MECHANICAL JOINT ADAPTER SLEEVE . ' . - -f---.... ---········-·---+- '\ii' t······· ·, , , FLANGE -FLANGE WALL PIPE -/-- TAPPED ~fl: •p TAPPED _ _..,_ ---+- -'Z1v· .r:~ l ... '.-- TAPPED MECHANICAL JOINT - J.2' TAPPED FLANGE '{::!I WALL PIPE L. @ ,I , , . . . , -----+- • \i1 • ' . ~ 1-~. PUSH ON -PLAIN ENO WALL PIPE GATE • WALL THIMBLE·\ - ; CONCRETE PIPE ·--1--BELL END ® CONCRETE PIPE "BELL END" TYPE 2 ., SEALANT \ • , ' f • • • . ' -)------+-- I ® SOLID SLEEVE f. TAPPED -~ • ·I .£. ·- ---1---+-- ® -~------ ~ • u • . , . , PIPE SLEEVE FOR PIPE LESS TI-IAN 3" DIAMETER ----I----- TAPPED -~d .. TAPPED -+----+- !J.t.,:t-··· ·1~ ,_' - Ai\ TAPPED FLANGE -FLANGE TAPPED FLANGE -TAPPED \'..1/ WALL PIPE @ FLANGE WALL PIPE ,f-. , . . ----+- "----/~,. ...... ~ '---- MECHANICAL JOINT -PLAIN @ ENO WALL PIPE -,-I---.--·· ·- ' , ' ·- ---l+++ ----~ - - TAPPED ; BELL -BELL WALL PIPE _ _, ,I ---~~ TAPPED ----~ ~u, • TAPPED MECiA'NiCAL~JOINT -@ PLAIN ENO WALL PIPE , . , . . - ------t--- ; ; PUSH ON - FLANGE WALL PIPE .I • f V ~ • • TAPPED :J\~ .. ------·- 9n 'U'L . . . ·+•- ;;:;;i,, TAPPED MECHANICAL JOINT TAPPED FLANGE - '-et -PLAIN ENO WALL PIPE @ PLAIN ENO WALL PIPE (/) (!) z -f-------····-···-·-·-f--··---------+---------------------+-------,.j----+-------,-----1 ·r-./--c-r I , ·-f-~ . f. . MECHANICAL . -:-J; ·-; ! ·--.l-.-·· . , , --:-.... ~-.. -. --····· -·········- V V .. -,g.. . • j , • MECHANICAL JOINT - PLAiN ENO WALL PIPE • r • I · . ~ ·V ++t--H ---+ -----• ~ ~r---..., ~ A ~ • .,. . t···· - TAPPED MECHANICAL JOINT @ FLARED WALL PIPE ® , -~ .... ~~• :-:. , • . .l-~:ir~CAL ',; JL:,:. SEAL~ , • , , , . 0 --·· PLAIN ENO - PLAIN ENO WALL PIPE , . MECHANICJL JOINT - FLARED WALL PIPE FLANGE - PLAIN ENO WALL PIPE ··11---1--+-- -7--, l . • I ~ • v- r FLANGED -FLARED WALL PIPE -t+-+< ---+- ····-. ,--,,_~ . , . "' • A • -~--r---· _ ..... '-·- TAPPED FLANGED - FLARED WALL PIPE ~--4·r•·----····· ---. . . . TAPPED --·· ' . I .- !<'_. ,1. ;-1: -- PREcAsT CONC~ET~ ~y~;NDER /4'ri\ PIPE BELL -TAPPED ~ FLANGE WALL PIPE SOLID SLEEVE WITH MECHANICAL SEAL G=2i:i"=1. ·= ./~~-l ' • ~ A ... -t-·· ..... . PRECAST CONCRETE CYLINDER Cl\ PIPE BELL - ~ FLANGE WALL PIPE ® , , . • • A • y CORED HOLE WITH MECHANICAL SEAL ! ' -I--:------- ,._, ~ u • ' • .4 -, f PRECAST CONCRETE CYLINDER ;:;::;.. PIPE BELL - '\:.=/ PLAIN END WALL PIPE DRAWING NUMBER PIPE SUPPORT AND PENETRATION M-0000-1 TYPICAL DETAILS 1--::E ~ w CL 0 ~ ~ ~ <( 0 u. 0 ~ -0 JSHEfi7 CITY OF CARLSBAD I SHEETS I 1-----1--+----------------+---+---+---+---I L11J ENGINEERING DEPARTMENT 34 1-----+--+----------------+---+----+---+----t GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ARCADI "AS BUil T" RCE EXP. DATE 1----------------------+---+----+---+----t APPR~z,., Gx-vJ.:~-1 technologies ltd. l--~~~;:_=;:~.....::.:::....:..===---------k:-::::-;;-:-=-l---l-,,,_-.TF'i.,-;;:-;,....;.--.=c=~----1---+---l-:.::--:-r:+=-:-::--I £NGINt'iiif?t~ANAG[R PE 41204 EXPIRES 3 31 15 REVIEWED BY: :J/811~ Nli.W .SHetr AOOl!D C.. Zt 13 c5 OWN BY: A. AS PROJECT NO, DATI:: INITIAL DATE INITIAL OATI:: INITIAL CHKD BY: a. LETO ENGJNEER OF WORK REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL RVWD BY: P. TYMKI RP 05-12A INSPECTOR DATE vfw/13 DATE DRAWING NO. 463-6D 1 1 /2" • N --;:;· -FRP WATERSTOP / ~ BOND TO PIPE I / 'y OUTSIDE EDGE _,___i" _-=-=/=-== \ GRP PIPE r--i-I ' / ~ ,, '-L-'~ WATERSTOP - 1' DETAIL NOT TO SCALE WA TERSTOP --. ',j-. -'k------< i5 w n. -------r-11; EL a: ----',/-·'1,----- -GROUT FLANGE AND PLAIN WALL FITTING END - ,,. 2" DETAIL NOT TO SCALE 12 1·-0° t ,,---WA TERSTOP ',/-·---< / 0 w n. -----·--· · ----ii; EL a: • ---'----'II'-- " ""-GROUT PLAIN END WALL FITTING 3 DETAIL NOT TO SCALE WARNING IF TiilS BAR DOES NOT l~EASURE 1" TiiEN DRAWING IS NOT 10 SCALE SCALE NONE DATE MAY 2013 FILENAME 0000-M-SD-MP-DD8 WA TERSTOP --, -----ii; EL ~GROUT FLANGE-----. 33 NON-SHRINK GROUT ----.. (SIKA 328) WA TERSTOP -" • 0 .I ~ . VENT PIPE --~ -16 MESH TYPE 304 SS BIRD AND INSECT SCREEN it; EL. 33 / , ____ , ,;, -~ ~--cy· ... . I Z ~ NON-SHRINK GROUT --~ (SIKA 328) WATERSTOP -· ~ ~ ~;;;;;·~'r _____ -1;'!8H< d +I • N ~ TOP OF SLAB EL. ( SEE D WGS.) w FLANGE AND FLANGE WALL FITTING 6" LIT PENETRATION 12" GOOSENECK VENT '6 DETAIL '4' DETAIL NOT TO SCALE / BLOCKO~~~ .• •_• \ ... ~ _ 5 i J,,,..---2" WATERSTOP < i5 w n. -f--~ -----ii; EL CL r----..___.,...,---'! I'-- • .,µ.._ ___ _,,/ ' <O "" l ~ NON-SHRINK GROUT SEE NOTE 5 '.. ~ (SIKA 328) 6" PVC WA TERSTOP 32 PIPE BLOCKOUT 7 DETAIL NOT TO SCA.LE - NOTES: 1. ROUGHEN CONCRETE WITHIN THE BLOCKOUT TO A 1/4" AMPLITUDE. 2. ROUGHEN FRP PIPE WITHIN THE BLOCKOUT AREA ( GEL COAT REMOVED AND PROFILE ESTABLISHED). 3. USE POUR WINDOWS ON BOTH SIDES OF THE WALL ABOVE THE BLOCK OUT. POUR WINDOWS SHOULD BE FORMED INTO THE CONCRETE ABOVE THE PIPE. 4. PER MANUFACTURER'S DATA SHEET (SIKA 328) PEA ROCK WILL BE REQUIRED AT THE MIX RATE DESCRIBED IN THE DATA SHEETS. 5. CLEARANCES SHOWN ARE MINIMUM CLEARANCES FROM OUTER PIPE DIAMETER. WHEN FITTINGS MUST FIT THROUGH BLOCKOUT, PROVIDE MINIMUM 1" CLEARANCE FROM EDGES OF FITTINGS. POSfilllON ltF'SOIJRC:ES mARCADI ~Jl □E technologies ltd. 5 DETAIL NOT TO SCALE "AS BUILT" DATE NOT TO SCALE - NOTES: 1. DETAIL ILLUSTRATES DIAMTER D= 12" GOOSENECK VENT FOR EITHER SIZES OF "D": R=D/2 (R=RADIUS). GENERAL NOTES: 1. REFER TO SHEET M-0OO0-1 FOR DEFINITIONS OF HEXAGONAL CALL-OUTS. DRAWING NUMBER M-0000-8 PIPE PENETRATION DETAllS 1 (/) C, z I C 1--:i IX w a. ~ ~ ~ (J u. 0 ~ -(J ~ CITY OF CARLSBAD ~ 1----+---+---------------1---t---+---+--__. LJ]_J ENGINEERING DEPARTMENT ~j t----+---+---------------1--+---l---+----I GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT t----+--·-t---------------+---+---+--+----1 ;================~ APP~ c:zp;AN ~ f1iS)<J'. l--~RC~E~~=~E~XP~·==~------~:~~~1~~~+~~~~~~~~~~~~~~~~~~~~~~~~~~t~~~~~~~~t~~~~~~~1 ~~~~=~-~~~~3 REVIEWED BY: S//h/13 11, /,/EfV S#EGT AOc>EO r,,hdi \IP ·£NGIN £RING lvlANAGtR PE 41204 EXPIRES 3/31/15 DATE i=;~:::+-,~,-f-'~--'-'-=c.!.....-==->e.!........!..e=."'-""'------l--+---l-"l-',df3 6 DWN BY: A. RIVAS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITlAL DATE INITIAL CHKD BY: 11:,_LETO ENGINEER OF WORK REVISION DESCRIPTION 011-iER APPROVAL CITY APPROVAL RVWD BY: P. TYMKI' RP 05-12A 463-60 INSPECTOR DATE 0 ~~ WG') 0~ ...., O') ww ~. O') (") 18" lriK WALL W/ #700"0,C. (V) & #700"0.C. (H) EF SEE M-0220-1 FOR LOCATION 0.1 o. 2. 1 27'-9" 88'-0" 12' -1" ~ ~ /2"\ '2~ \ : S-225 ► S-224 ► ' / I I 11'-6" SEE M-0220-1 '-...,__.-, El ¢'-r~ ~--·-[--~-----__ -___ -___ -:=-__ -____ }1=h 1 --f-/./, , __ Fo~;;~-o~--------·-·------··fi)-·--·-1-~ -__ .-.... ~-~~•~~•,~~--f)P t--\~~ ~c~-···--····· --· -·---·····-··---rr:.~~= pr, rl / C. ·-----·-. -----. . ~--·· . . ..... tJ ... ... 5.1 16'-10" 13'-o" , LAP ,. CJ---.. TYP 6.1 38" lriK WALL W/ #806"0.C. (V) & #706"0.C. (H) EF TYP NOTES: 8 1. SEE SCHEDULE ~N ~ FOR COLUMN SIZES. 2. SEE MECHANICAL SHEETS AS NOTED FOR DIMENSIONS NOT SHOWN. 3. SEE MECHANICAL DRAWINGS AS NOTED FOR ALL REQUIRED SLOPES, OPENING SIZES AND LOCATIONS. < SEE om,{0U,<JR AOOTIONAf. '""'°""""' AT OPENINGS IN WALLS ANO SLABS • G l-'1<-'lc -'I.------\---ttrt f-\ " -, I I • --. 7 I 5. SEE DETAI FOR PIPE PENETRATION AT INVERT. ' 0, I g WARNING 0 1 IF THIS BAR DOES NOT MEASURE 1" lriEN ORA"1NO IS NOT TO SCALE In I ' • N 0 " ~ ~ ~/ 1 '-... -• . , '\ S-224 .: - I I I I I I --I - • -(~ 5}z"x5,li" BLOCKOUT @ 1 12 lriK WALL w/ {16012 o.e.-•-...... BOTTOM" 01"' WAtt· TO r (V) & (H) EF DRAIN TYP OF 2 I • <O I : I _ LAP ! '\ 32" lriK WALL W/ #13@6"0.C. (V) 1 +-------l+l--ll-----21-'--6:!f'='" r;=:;I! .'. >-·=+EJ--·=--.1:\16 _l r--=-·➔· □~· 1--·=-· 1 j_? FCJl'--=·=-i=ct::i=· -~ -~==i:1::::..i· ,· F._·=-6 .. -.:.:· :--;~-"□o C (H) EF T· .. .. ~-----; ? ·· '1 .µ 16'-"J 11'-o' I I 1 '-8" ~ ' 0 I I ! i i : I :l i j I i ' I! 1' j TOP OF WALL . Ir-TRENCH LP EL 351451 ,· -----I I EL 34.95' --+fl· ·· 9'-10" I tl'"'<--\ .• -,,--,CJ-+,~).~ r SLAB LP cf~:,45' ,:=r,::::. ,-CJ •·· -t~-~ : r J.1tJB LP{!;~ ~■-45' SEE M-0220-1_) FOR LOCATION 1'-0" ~ I I l ' ' \. ta• THK WALr:s;!j'J=:'~ #7@6"0.C. (V)t&:r #700"0.C. (H) J"1-.I ~~ EQ I • I - • • 0 I j,; -,. .. -, -" EQ ' • " -+ I I I I ' T ' • • I I ···~-!.---1 f. ' I I -~~ . .:.-, .... I L I -t· • -► I ~ .. ► ·-·::-o=·-· . .re.,"<>, i EQ ' 16'-"I I i i ' -h -• .... ·I I I I ? I - ' !l. ~ ""--STD HOOK TYP • "' < I .J • <O ,. . __ ..---COL C1 TYP OF (8) ll~n rn ---------It-- CJ" ,,,--SEE M-0220-1 ; .,.,..,,,.,,, FOR LOCATION ,..,...~ (TYP 7) : ...,,,.--42" lriK MAT W/ : __..,,,.-,aoo·o.c. EW T&B ____ _. TYP 6'-o" /°"' TR ENCi~ HP EL 35. 95' 12" lriK RETAINING WALL W/ {16012"0.C. (V) & #5@12"0.C. (H) Ef, TYP s-10 6. SEE DETAI 6 FOR ADDlTIONAL REINFORCEMENT AT PIPE BLOCK OUT. S-05 7. VERIFY FINAL LOCATIONS Of EQUIPMENT, ANCHOR BOLTS, AND SCREEN WALL PEDESTAL LOCATIONS PRIOR TO POURING CONCRETE. LEGEND I DIRECTION Of 1ST LAYER REINFORCEMENT FROM TOP & BOTTOM SURF ACE DIRECTION OF 2ND LA YER --~ REINFORCEMENT FROM TOP & BOTTOM SURF ACE CONSTRUCTION JOINT (CJ) (/) (!) z ! C I--:!i IX w 0. ~----·•~-------------------~·-..---------------------~-..... ----------------~----' ' ' I - SCALE AS SHOWN DATE MAY 201-l FILENAME FNAME0220-S-LO-MP POSSIOON RESOURCES ARCADI IDE 05/14/13 technologies ltd. • "AS BUILT" DATE ~- FOUNDATION PLAN SCALE: 1 /8"""1'-0" DRAWING NUMBER AREA 220 CLEAR WATER SYSTEM S-221 FOUNDATION PLAN -I ~ 0 LL 0 ~ -0 ~ CITY OF CARLSBAD ISHEETSI 1----+--il-----------------+---1----+----+--L11J ENGINEERING DEPARTMENT 34 1----+---11----------------+---t---·+-----+-- GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT RCE EXP. REVIEWED BY: ~-ir---+------------+--+---+--+-----t APP~_RO D: ~G~. N ~ V~KI . X Van li'i!i_ r,/z,,/J3 ;;:;;;~~-.::::::...::..===--------,::,::,-,:-:+--4,r-,-;;:;7.""::::;-:;;:;-:;-~;:-;;:--------+--~--br:.:d--::--:--I EN~ MANAGER PE 41204 EXPIRES 3 31 15 DATE 5 8 13 NEW SHEET ADDED DWN BY ~ OJECT NO DRAWING NO. INSPECTOR DATE DATE INITIAL l-"OA'-TE,;;;._.._I_NI ___ TIA.;c.L-+-D .... A""-'TE'--' . ...a.;;,IN ___ ITI;...AL;;..-1 CHKO B~: o: !SMC .IJ 05 12A• ~NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: Z. C , ==·===:.=;;;;4;;;;6;;;;3;;;;·;;;;60=:!J 0.1 0. 2.1 SEE M-0220-2 FOR - I LOCATION (TYP 3) llri.. 2 ....., S-224 ► ,......._., ,.. s• DIA FLANGED PENETRATION TYP OF 2 SEE M-0220-2 FOR LOCATION (TYP 3) 1'-4" , r 12" 11-iK SLAB W/ r SLA HP EL 55.8' . ! m / I ~@61i1 EW T&B II~ 5.1 6.1 ? I ' <D 3'-2" 9•-,0· I +-------f---,1'-I I (7:\___________ '/ ' L ' r / J / ~J. , r~ ' ~ -----_ __,_,. -------------I --~ -_ ___,,~ ----I-, / , --,..,,---1 ~ -11 1 -1 , r!J -----1 ------+---©------ ®---- 0--- . l \ / l 5'x5' HATCH ·' ...._1 '.. I -l l ! l l l .✓. ·=±™~ ~;~,fn• It-®---i~~]l[_tt~ ~j8) i ~)----~KGMrri•UI &-®-. l l n : TYP OF 2 • ... -I I I I I •;-_________ , I I P,1 I al +11 f'-J} ' I I I I iµ..::. I I I I I _____ _k'.'.__:~~11111 ____ _. ll I II I 11 '--+-__. II ..--I II I II l'----+---'I I s-22~---I : : l-r------------------1 . 1 : ~--. ----~ : 1 I , "----------~ (--• . ..._~ I-------------➔ --+-I _JI -----+--! ! B1 ,,---... ! -! ~----B--1 ~TYP----------7 j i ! ,_1 __________________ 1 ~---1------~--------1 ! B1 II I I /' I ' I 5'-J"I I I 6'-5" ~'-1f'I I I 13'-9" I J s-:2a :~ I J i : 8 I 1 : ~" ! 8""'. 1 ! i I I I I 1--j 1--I '-< -I 1--j 1--. I 1--j C. 1--f--l I I I j 1--j f---. .I 1--j r-I 1--j f--f--I I : i I : I j : I I 21'-• , 16'-6" : 16'-6" . ._ 16'-6" , ! 16'-6" , 11'-0'1 , 16'-8" 16'-6" , 13'-o" ! ®-- , , I I I I I I I : I J 0 J: l J: I SLAB LP E 55.6' I l I I I I I I I I I 1 L-+-_____ 1_ _____ 1_L ______ I __ ,_u __________ L ______ I __ : ____ _ I 11:: I I ' : I ~ I I l J I in 0 I : I I I I I I I I I I I I _____ L ___ 1_l~ _________ lJ _______ 1_~J ______ J I V ' N I o:) / 1 ....., ' ' ----~ ~ -Toc,i; .. ,7' I N S-226 ' I o:) ~ B5 \ /TOC 49.5 ' 'k--------+--1-~=--~-' ,-... ~-'k-------+--t~~~I:J.:l~ ___ j ------+--+ -I ---+ ___ ___ ___ I --, ---1----+-------- I --------+-----------__ _,. ---------0---- WARNING . ·' IF 1HIS BAR DOES NOT MEASURE 1• 1HEN DRA'MNG IS NOT TO SCAL£ I 34'-8" • SCALE AS SHOWN DATE MAY 2013 FILENAME FNAME0220-S-LO-MP- 05/14/13 33'-0" WETWELL ROOF PLAN POSEIDON RESOU~C~S KSD KIEWIT SHEAc:::i ~t::J ARCADI 010E technologies ltd. 51'-3" I 12" DIA FLANGED PENETRATION TYP OF 3 SEE M-0220-2 FOR I LOCATION (TYP 3) I "AS 8 U IL T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE I PARTIAL FRAMING I SCALE: 1/8"=1'-0" I • PLAN AT OVERFLOW STRUCTURE NOTES: ~ 1. SEE SCHEDULE ON \.:1/ FOR COLUMN SIZES • 2. SEE MECHANICAL SHEETS AS NOTED FOR DIMENSIONS NOT SHOWN. 3. SEE MECHANICAL DRAWINGS AS NOTED FOR ALL REQUIRED SLOPES, OPENING SIZES AND LOCATIONS. 4. "'' DSTA,cG-~~'"' AOOTIONAC "''"""""""' A< OPENINGS IN WALLS AND SLABS. 5. 6. / 7 ' SEE DETAILt-----tFOR PIPE PENETRATION AT INVERT. ,s-10 SEE DETAIL/ 6 BLOCKOUT, S-05 - FOR ADDITIONAL REINFORCEMENT AT PIPE 7. VERIFY HATCH COVERS Wlll-i COVER SPECIFICATIONS. LEGEND J DIRECTION OF 1ST LAYER REINFORCEMENT FROM TOP & BOTTOM SURFACE ~--► DIRECTION OF 2ND LA YER REINFORCEMENT FROM TOP & BOTTOM SURFACE CONSTRUCTION JOINT (CJ) DRAWING NUMBER S-222 AREA 220 CLEAR WATER SYSTEM ROOF FRAMING PLAN I/) (!) z I 0 I--:e °' w Q. 0 ~ I/) -I ~ 0 LL 0 ~ p SHEEJ' ~ CITY OF CARLSBAD 1-----<1----+-----------------+----+----+---+----< L.1Q_J ENGINEERING OEPARThlENT l-----il----+-----------------+----+----4---+----I 34', 5/8/13 "" NEW SHEET ADDED DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL ,. GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT INEERING MANAGER PE 41204 EXPIRES 3/31/15 DWN BY: :o. I •• CHKD BY: D. ISMC' RVWD SY: Z. C PROJECT NO. RP 05-12A '-/<WJ DATE DRAWING N<i. 463-60 -11, i U1 G') 0.,::. """'a, ww .,::. O'> (") EL 54.6' 220-7 SEE M-0 FOR ELEV TOP OF MAT EL 29.9 ATION a_ ~ <( _.J \ !TT[~ -1 I 1-7"- ~ ,1 \LL - \ ' 0.1 I - tt- --;--+ 0. r-DOWELS MATCH SLAB REINF TYP LAP TYP 2" CLR - ........ ' \ a_ ~ <( \ _.J I . I i ... _ _,. ' 3 S-226 ' / TYP EL 54.6' TOP OF MAT EL 29.9 WARNING 0 IF THIS BAR DOES NOT f.lEASURE 1" THEN DRAWING IS NOT TO SCAL£ I I I I I t G r I I I -~- I --~ I ITl 6 TYP 1.0' +- SCALE AS SHOWN DATE MAY 2013 FILENAME FNAME0220-S-SC-MP 00 EL 52.3' / DOWELS MATCH WALL REINF TYP H 05/14/13 EL 51.0' SLAB PER PLAN TYP BEAM BEYOND COL BEYOND WALL REINF PER PLAN TYP 2'-0 J 2.1 ill - - : : PLAN TYP V WAil. '""' ""' EL 37.6' SLAB LP EL 55.6' MATCH SLAB REINF SEE M-0220-8 FOR ELEVATION ii.ill - -~ TYP / SUB PER PLAN i!J~ : : 7llID ill sz EL 50.7' - . @ SECTION 3/16" = 1'-0" ,, SEE NOTE 1 ~-===---------r--' ~6~ ~LE~~2ioi --$i:--e:E--~ss--,p--=~ -~-= flfJIIE --j I I I Hhlrn~+--+~--h __ .,__ ~f . HYDROPHILIC WATERSTOP \.---LI, IE lllE ----~ SLAB HP EL 36[,'._· r' --;1~ -~ SLAB LP EL 36.45' -•l• -· LAP TYP #7@12"0.C. DOWELS fill : iillJJi iilllli 00 : : EL 51.0' K 3' -0" 5.1 ill ill 5.1 !J<. ' '.J I ' 1uJrr· -1 I I -WA TERSTOP P / @ NOTES: 1. VERIFY FINAL LOCATIONS OF EQUIPMENT, ANCHOR BOLTS, AND SCREEN WALL PEDESTAL LOCATIONS PRIOR TO POURING CONCRETE. DRAWING NUMBER AREA 220 CLEAR WATER SYSTEM S-224 SECTIONS ER "' C, z I C 1--~ w a. ~ ~ 0 LL 0 ~ -0 2 SECTION S-221 3/16" = 1'-0" ~ CITY OF CARLSBAD I SHEETS I l----+---11----------------t---t--;---t--, L1§_j ENGINEERING DEPARTMENT 34 1----+--,f----------------t---i---;----r---i GRADING PLANS FOR: "AS BUILT" CARLSBAD DESALINATION PROJECT POSEtDON RESOURCES ARCADI IDE technologies ltd. 1----+--1----------------;-----i---,----;--, APz: ?~~V%?1 l---~R~C~E~~~~E~X~P·:.===-------7~;-,.-:;-J_--l-,;;--;:;;:;"";,;;::;c::,--,,;;,,=;;--------+--l---t::r;;;J;,:-I--:;-;-;~ ENGIN££RING MANAGER PE 41204 EXPIRES J 31 15 REVIEWED BY: 5 8 13 NEW SHEET ADDED ~ /~ 6vP [)WN. BY: • PROJECT NO. DATE DA TE INITIAL DA TE INITIAL DA TE INITIAL "'0 BY D ISMC " : . RP 05-12A ENGINEER OF WORK REVISION DESCRIPTION OTHER N'PROVAL CITY APPROVAL WO BY: Z, C INSPECTOR DATE W'tR/2} DATE DRAWING NO. 463-60 G SLAB HP EL 55. 8' EL 54.6' . 'I If~ ___ -_u --- L LAP TY? H LAP TYP / SLAB PER PLAN EL 52.3' 12" THK SLAB W/ #6@12"0.C. EW T&B J SLAB LP EL 55.6' V v-MATCH SLAB REINF /~-SEE M-0220-7 FOR ELEVATION -t1··1L----I SEE NOTE 1 I I I ~ 1------ / // :'1" ___ 1 _____ ____. __ ~-__ :-[iln~.~--,---~" 1--~ =lll= I /-·S i/1,Jkl.Je.4!:f-. / I --~L .. , 1 /SE~ tE°-J-fJoJ "Z ·, 1 . ~R ,/~ Y ROPHIUC WATERSTOP K ---·----. --1-----------tlElt= --· ' ~r - SEE M-0220-7 -1 . /L 'r-I'... _ _J 1 -// FOR ELEVATION-------~--;-:.;:1 -✓ ! ~ _,;; jOOWELS MATCH I "-i/ -/ / • e----{·'-\:\;--~ "' VJ ! wALf REINF TYP I"( ! -._ ~1Tint/1:~I I 1=n=rll i=i ' ==============~ TOP OF MAT/ ';:ci,c=¥===~-;,;~i1,~~-., t==t=j -~-'' ' >{'f ;7~2·0.c, tl=l-1_1 I i-1' I I EL 29.9 \ -; \ / I I OQ~L.s/ . --EL 28.0' ', -_,,.' \~-/ S-226 ,I ~--SEE M-0220-7 __ ___, FOR ELEVATION \ 2'-0" ~ 36" THK MAT W/ --+----.f'-1 §800"0.C. EW T&B \'-----:ROPHIUC WATERSTOP 2'-0" EL 42.33 NOTES: 1. VERIFY FINAL LOCATIONS OF EQUIPMENT, ANCHOR BOLTS, AND SCREEN WALL PEDESTAL LOCATIONS PRIOR TO POURING CONCRETE. DRAWING NUMBER AREA 220 CLEAR WATER SYSTEM "' c., z ! 0 1--:ti o:= w a. ~ ~ u. 0 ~ -0 s-~2~ ~~~T~~o~ 1---1---+----------+--t--t---i---iLJTI Cl111NitG ~E~]~~AD Ll.1J l------.---------,,------:-::-:----r-------,-=---------------T-----------r------;;:-;-;::--;:;:;-;-;;-:;::;;-------t==t==t==============~==t==t==t==i GRADING PLANS FOR: SIM S-225 ELEVATION ac SECTION SCALE AS SHOWN WARNING DATE MAY 2013 ~:~rJitSSJle&.. ' ,~ Po'••• o N R,' o u • c •' ARCADI 1-1-===t==j:=====================~===+==~~==~==~ CARLSBAD DESALINATION PROJECT "AS BUILT" FILENAME FNAME0220-S-EL-MP-2efb'f"-"!: 11 29::~1 • OATE APP~D:x:~V.)}2SKI ( If"\ -"";' ''"" tt l--...'.R~CE:'.:.:::::::::::=:==-~E~X:::.P·:.===~---------,t~::.~:t-:::.-:::.-:::.~'=-:~-:-:-::::.:~~::;-:::.-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_~~-=--=--=-~~-=--=--=-1;~;;1;;;~ EN=O MANAGER PE 41204 EXPIRES J/31/15 1~o"i11:~~J , s-r, 1 KSD REVIEWED BY: 5/8113 /f\ NEW SHEET ADDED t>/11>!13 <!'ivP DWN BY: s. ,.. PROJECT NO. THEN DRAWING IS ~~IIUCNRf~ , IDE DATE INITIAL 1-,..::D,;,;.A'll:;,;:_-'-""INl-"'TIA.C:LC.~-DA_TEc......,c,_IN_ITI_AL_ CHKD BYtO.'ISMC RP 05 12A L ____ JL_N°_ 1 _ 10 _sc_A_LE __ 1 ________ j __ £;~/~:~-~'.!_l 3:L__L ______ ~L-----~~~'f .. ~•~:~~B::.~· _______ L __ ~te~c:hn~o~log:i:es~l:td~, ___ L_jl~NsfilP~E'.£crEoillRC:=====-=:JD~A~TEL__:_ _ _JLEN:c:1N:EER:.'.'.OF:..:wo:R:JK ___ ::,RE:,V~l:Sl~O~N-:,OE:,S:.C:R.::,lP~T~IO.:.N~--_jL':o::.'.TH:-:r;R:_rv>:.:::PR:ov:AL::..L_:et:TY~N>:_:P,::RO:,:v,:AL:.J.::::R::VWO::::;;e;:Y:·~z: _ - ? 1 11/~3 DATE DRAWING NO. 463-6D :5 ~ • ~ 6" A r • <O • DOWELS TO MATCH SLAB REINF 1· • ·1 • • -• SEE 85 ON BM SCHEDULE FOR REINF (4) #7 ' LAP OVER BEAM ONLY • • ... •/. " • ' " ' /LAP@ It_ OF SLAB ONLY ------->----"------+ • • • • • • d ~ #6 @ 12"0.C. EW T&B \12" CONC SLAB W/ I • • • " • • • • • • , r r • • • • • • • • • • ,_ • , • • • • LAP I I • • • N • • • • -• / 1' DETAIL '(-222 1• = 1'-0" TYP UON • CONC WALL PER PLAN • • • • • -~WATERSTOP PER~ ./ ~ I. LAP I· / SLAB PER PLAN • • • • 1· ' ' • • e '-----..r-----, • .------..,t----..i,----.--.--7.r-,;;=:-.--,-7.r---, WARNING D 1 . IF THIS BAR DOES NOT MEASURE 1' THEN DRA\\ING IS NOT TO SCALE LAP • ,,, @DETAIL SCALE AS SHOWN DATE MAY 2013 t~(fEs,,~ ~ON 1104, <': FILENAME FNAME0220-S-SD-MP· 22 No. 2906 ,;> \ ( \\.,-~.2,A'~~ ~0:.'{l//uc~~ ~ OF Cl>l.-,l<'A' 05/14/13 1-~ ~· POSEIDON RESOURCFS KSD KIEWIT SHU~ ~\=t • - i---• - • • • . -~ • • • • • • 12" THK CONC WALL PER PLAN MIN (3) TIES 2·-10· _ _// / Ill e • • 'f---=---f-~--t'r~-FOR BM REINF SEE SCHEDULE .,--REINF PER SCHEDULE ____ 1/v A r @DETAIL r (5) #7 T&B LAP SLAB PER PLAN M.rf·;::::";/=-,=;:,7,~.~v//~~~-*-4_T_IE_s_@_e_·o_.c_. ___ ----;~r----7rr=:!:::~~~~c:::i:=:i:::~-=::;.;::::=;::./=:;:::.::::;_=9. ELEV VARIES, SEE S-225 SEE M-0220-7 • ~, -MATCH WALL REINF TYP~pe• FOR ELEVATION ~ • • V / . -• <O • • • • , 36 • THK CONC WALL , ' ,---_ _ _ _ =~==:::..J BEYOND PER PLAN ' EXTENO WALL REINF TO / FACE OF OPENING AND HOOK 90' ' ' := I V I I I I I I I I • • --f-- - - - - - - - - - - ' HYDROPHILIC WATERSTOP . . . • • . . • • • :5 ~ /\ \ -. . +---+t: : h7 111 11 1- 1 \ " _/ . . : : :=I I 1==1 I . I I 1 a· THK coNc WALL \ / • • : /: :EV 28.0:ER PLAN \L - - - --t--;=:;:::::::;=:::;.=::;.;::::=;=.:::;::=:::;.=:::;::=;:::::::;::=+=t=::;:::=;==:;::: .:f..:::!:;"tl -------- . -. . - - - - - - - - . . . . -/4, DETAIL 1 /2" = 1 '-0" ~~-SLAB PER PLAN fl) C) z I C 1--::& ~ w Q. I _J ~ u. 0 ~ -0 DRAWING NUMBER AREA 220 CLEAR WATER SYSTEM S-226 DETAILS GIARCADI 010E technologies ltd. ~ CITY OF CARLSBAD ~ 1-----+--1----------------+---t-----+----+----1 L1§j ENGINEERING DEPARTMENT ~ l----+--1----------------+---+-----+----+---- G RAD ING PLANS FOR: "AS BUil T" • CARLSBAD DESALINATION PROJECT DATE 1----+--,1----------------+---+-----+----+-__. AP9:1Eit ~SKI t-~R~C~E~~~~E~X~P·~==---------1w~rr==r]SR~~~~~=======±==J==~~rl~d ~ ---REVIEWED BY: ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 5/8/13 /1', NEW SHEET ADDED . /3 '--vP DWN BY: s, , PROJECT NO. DATE INITIAL 1--D_ATE_.,_I_NI_TIA_L-+-D_A_TE........,__IN_lll_AL-i CHKO BY: O. ISAAC! ~.pp3 DATE DRAWING NO. 463-6D INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO B~ z;c RP 05-12A .. , -I 0 N N 0 I "' .;; , g, .'.l "' N 0 -• E I= .,, a t::. "' '-"' 0 • ~ 0 0 --• 0 u (I) ~ 0 ai g I 0.. :I! I g I :I! I 0 N N ;;, 0 .2 C 0 .c u • 3-,:J • • bi / ij "' !;,< < e J, -~ 0 ., (j ., u • ~ 0 0 < '-' C • 0 :::, j ii " C ;- ' 1 , ' i i, i I ' 7 ,, i' ' ' I ' j / J c ', ~. 'f c 4 I C [ ' 1 / j ' ,' ' C t - 1 ~ , " g / / j ; i, 1 ! ~. ~ ( } / / ' I / i / / ;I ~ ? 200-GRP-72" -SW-018 WARNING IF TH!S BAR DOES NOT MEASURE I" THEN DRAWING IS rmT TO SCALE - s·~o"' 7' ,,,,.,. -o ' ·--------- ,-· '-, c C 0 i C c-,, N I L. ___ , ___ _ ·------- SCALE 1 /8" = 1 '-o• DATE MAY 2013 FILENAME 0220-M-L0-MP-001 B TYP 8) 7 -6" ---.-· N ,.., '-'-., .. ,e-,;-, 0 0 0 0 ' I ' 0 0 N N N N ' I .. ~~j lO 1.0 '-'-__ ___,8 g----i'g----g~ --•-... g:·------'-g g 8 8 8 8 I I I I I I I I I I l o o ,c_:') O o O O O O CJ 0 N ~ 0.,j c-.i N N ~~ 0.1 N N N 7'-6" ____ ,,_ ___ ,,,,_ ______ -----+------7'-6" 7'-6" I 220~-G P-48"----SW-··070 i BELOW SL\B TO AREA 500 / SEE D' G C-150 ·-----~ 7'--·6" -~ 7' --6t' •... ,. '<r ~ ' 0 0 0 0 I I 0 0 N N N N I I -----~•-• ·----~ .............. .. - \o I '.fl .. NOTE INFORMA TiON SHOWN IN BOLD IS AFC. BLOCKOUTS AND PIPE LOCATION ARE BASED ON !DE 60% DESIGN SET. fl) (!) z -! C I--:e 0::: w a. C <( 01 fl) _J 0::: <( 0 LL. 0 ~ LL t.. ....__, .. _ N N N N N N N N N N N j I I I I I J. J. ,1_ J_ J. J_ -------------~--~_,-.:~.--•h,-,.,-,._,,-,.,, .. -,_-_'"::~_~--~_--_ --~=--'_k _--. -.,.,.-,.,-,,,-,_-~-.. ----•-~--~-=--:: __ ,•_··-_·····_•·"'•_ .... =======----·_·•····_··_._ ..... _. ···,-_ --~--~ _ ... _ .. -__ =----~~ ___ , ----•----·-==========----_·_-_-•~~-~ ~-~-~-~-~-.. ::~~-~~-~:=~ ... ---~--~--~-• •· .-.,. -~~ ----····--, ... ---u. "---0 POSf<IJION RE!if)UNC.ES LOWER D ARCADI ~~ ~,WIDE technologies ltd. DRAWING NUMBER AREA 0220 CLEARWgI,I, TANK PLAN -----+---+-------------a---if----+----+----1 CTr] Cl1X1N£RtG ~EtA~Tt~~AD U1J M-0220-1 OVERALL LOVvgR PLA.,."l" 4' 8' 16' GRADING PLANS FOR: "AS BUil T" CARLSBAD DESALINATION PROJECT DATE APP~~. : V:1/:.N-M 1-_ _:R~C~E:;::~:==;:=:---E::,:X::.'.:P:.;., ===---------1,=,..,__J_--+-,.,-----,,=,,..,--ccc-.::=-=;--.-,a:==..----+--_.jf---+-,-,--=+-:c-::~ ~·-· ~ -£NGIN ERING MANAGER PE 41204 EXPIRES 3/31/15 REVIEWED BY: i-=5::.:::.:IB/,,'.,,/3:::c+-~,.,.+=l1\--!.M!:.!'E,,.,Wc.!;_.=.S~H,'-''E',"-'E"'7'--"'A"'OO.='e:!0~----+--+--Ma:,//} 614' DA TE INl11Al DA TE INlllAL DA TE INlllAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL D WN BY: T, SPERRY CHKD BY: B. YANG RVWD BY: P. TYMKlv PROJECT NO. RP 05-12A DRAWING NO. 463-60 C -"' ~ <.O G') 0.1=ii, -t, a, <,J(,J .J:li, I a, 0 • g , -·, I i [_ I I 2 -10· I j j 2'-9"' t __ _ -----•-··- I (:,') ,- 0 I 3; V'l I ::o N I CL er:: 0 I 0 0 ('" ···--·--t··--·--------~--------,---------- --0-,-----.. 0•-~ ,~-· I r --1 I LIT-100 16'-: 1/2" -004 ~--6" DIA. LIT PENETRATION SEE DETAIL 5 SHOWN ON M-0000-8 (TYP OF 2) .• -. N I CJ) ~ 0 i if) I ' (0 N I !1. Ct: G I 0 0 N / 23'-0" SEE PARTIAL PLAls! 1 ON SHEET M-0220-5 I CL O'.'. 0 I 0 0 N 49'-2 1/2" --e(TYP 8) i -.. ~ 0 0 I 0 0 N I 0.. u.:--,, N I , .... ) -.-c{) r ~---~z . ····--· ··-·-::r··. ~~ --------➔ ~ N LO <D <D ' LO ......_ ......_ ·, ......_ "· ' ....... '--. ......_ Cs.1 N N N 0 f..J: 0 0 0 0 0 0 I I I I 0 0 0 0 N (',J N N N N N N I I I I LL !.L lt.. Lt. ......_ ......_ ~ ~ ~ ~ ,-~ 0 0 0 0 0 0 N N N 0 0 0 0 0 0 0 0 0 0 0 0 I I I I l I I I I 0 0 0 0 0 0 N N N N N N 0 0 0 N N N N N N N N N I I I I I I N N N I I I UPPER PLAN Lt.. lt.. lt.. lt.. Lt.. LL l!.. Lt.. Lt.. HIGl.~.E'.Rf•,SU_RE.. MJQRQBLJ.EE.S a 4' 8' 16' ---- 21'-211 ~-i---18" DIA. PENETRATION (TYP OF 3) I I I I I I I Ol I ,.. ------_J ,-~-12" DIA. VENT SEE DETAIL 6 SHOWN ON M-0000 8 (TYP OF 3) ,,, ·; (lYP) --· ·1v-220-GRP·-18"-SW·-013/8 I ' l I I I :iP, •••--.. ~••-,-•-~-0 ,.-o•,--M., -•-•••~•'-••~~--~•• •"•~m --- f'-~ ~-,_ ~0,t ~ ~ 0 0 0 0 ·1('¾-I I _, '----... 0 0 N N N N I I lt.. !J... ~ NOTE INFORMATION SHOWN IN BOLD IS AFC. BLOCKOUTS AND PIPE LOCATION ARE BASED ON IDE 60% DESIGN SET. DRAWING NUMBER AREA 0220 CLEAR\¥ELL TANK M-Q22Q-2 OVERALL UPPER PLAN ~ CITY OF CARLSBAD ISHEETSI 1---+---1----------------t---t---t---t---l L1QJ ENGINEERING DEPAR1MENT 34 1----11---+---------------+--+----t---t----t GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT • 8 {/) \€ 0 /.ii g I 0. "' I '3 I "' t ]1 C 0 ~ "' fl g ~~ , I l • ! l f i : ! I,,. l / ;::+""------,--·-·----··-···-·-- I ~2=2=0-_G=R~P_-_4=8_"-_s=w~-~0~0=3~1~~--~------ 1 I I 220-PVC-1"-SBS-009/1 I s"EE DWG M-0220-tr-·-· 1 PIT-220--001 /1_ I I I I ~ Pl-220-005 ----~ Pl-220-012 1 J..--"~ I ! -]'lt1.llt1r' I -------· m~.~ I I I I I I I ' 7 /r~.--.... ;\ ---• •.•,t..__c._--'I. __ ,._ ...... _._._~ ..;_.j.._.t ••. <--~--'-...,•-.L-..J_. ,.._L...., +---:;;-~----~---------,,.-i-.-...+...;,.-f""i: •-\fj-_,b..L--~C-¥--•--• ~•-•1 -' r , t ! 1 l -HI' --1-_ ....... _ -·---·---·· --~---~----· ·-· ___ ,,_,_ -----·--... ,. --···-· ' 1-_:,> ·-::r:_:-==~--:: . -... -.-:-. . . ~: -------I -.--E--"'\---, ---a j ___ _ ,--~-~~ ---,--- I rm•1111i I ·---· ~iffi~~1 -·t-~~ PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON -0000-8 PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON M-0000-8 220-GRP-72" -SW-018 CL EL 32.9 ' ,,., I PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON M-0000-8 (TYP) 220-GRP-6" -SW-021 -l ..,. _ 2" SPARE I I I I I P-220-002/1 Pl-220-004/1 TOP 220-GRP-18"-SW (TYP) - ' I I I I -fGJ-- I I I ! ----TNI. ,___ ____ t=J-·-···· .. - I 8 0 0 " I 'f : l I ~ --··-----·--~ I ··---•. ,. • • ' . . • • • • • • . . -..,.._ •. • •• -· • .••••• ' '....L..' •••• ·--· -· •.•. • .• • •• -· ·--· •• --· ·-~-~-~--1---'-. . -4---..... -~----. ----,--------------·-----.. ·-r ,-~ . ' i '7' L" I· ' I ~~ 12" DIA. VENT SEE DETAIL 6 J ' --g ------____ 1_ ---·-· -·---·--·--··--··· -.. -___ . --------~ ~::_ .... ~= -= ~ -·-=--=-7 i.+---:1: -----H--I __ --•. -------------····-··-----·-··-·------------------r -----------:11 --------t, '-;' &: 0.. LI" 'N 0 OC I C'.> --'"j" o I a. ~--PIPE BLOCKOUT ~ ~ f§ SEE DETAIL 7 "' 1 SHOWN ON M-0000-8 ~ (TYP) N SHOWN ON M-0000-8 1 PARTIAL PLAN 6" LIT PENETRATION SEE DETAIL ,5 SHOWN ON M-0000-8 220-GRP-48"-SW-003/1 CL EL 40.6' M-0220-1 0 2' •• a· --- .. ···--·-----· -- ~--HV-220-003/1 SN-220-002/1 ~-48"x28n ECCENTRIC REDIJCER ---1--H e >+-+-< ---·-···----··--·-----~~,1 .-1::;:::41--. I P-220-002/1 YV-220--002/1 --~ 220-GRP-36" -SW-004/1 - ( EXPANSION JOINT \ -36"x20" CONCENTRIC REDUCER CHV-220-002/1 ~ HV-220-004/1 I --!-, I ----Pl··· 220·-012 _/.----K_,... r 220-GRP-,a·--sw--o,,;, -= -~~~9-fL 41. 1 7' PIPE BLOCKOUT SEE DETAIL 7 <--~---------,--· ___ ....._ __ ---•~ ~----· • ,=,=-==~========"'-=--c1c-"'··=·-"'·"""-""·-cc-c,cc .... =c-cjc.ccc.c-c .. cc_=-=:-.-.. ·c--JtL_~,2,4_5~ -----.. --] AlfTI-VORTEXING PUl~P SUCTiON BELL SHOWN ON M-0000-8 220-GRP-6"-SW-021 t ___ _ _ __,..__ _ _,_ ____ -Ct-EL-30:15' --· ···-----• l====I -------"--•-···-----•-···----·-... ·-···--··-=------------·-------------~~--- PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON M-0000-8 ---~------··----~-, ........... --. . . . ~ . ... 220-GRP..:. 7'2';-SW-008 .·. CL EL 31.0 . ' -'-.. , __ ... : ··--'-·. ,· -----, -------------- '-0 N 0 ~ V) I ' c, I a. a. I 0 N "' 1 SECTION '" 0 0 I 3: V) I ' N .;-~ I >-a.'= Ct:: 0:: 0~ 1~ 0 "'-' NO 0 r-. 0 I ~ "" I 'ro ... I a. [I'. 0 I 0 N N NOTE INFORMATION SHOWN IN BOLD IS AFC, BLOCKOUTS AND PIPE LOCATION ARE BASED ON IDE 60% DESIGN SET, ti) C) z -! C I--~ 0:: w a. C <( aJ ti) ..J 0:: <( 0 u. 0 ~ -0 DRAWING NUMBER AREA 0220 LOW PRESSURE BOOSTER M-0220-3 PUMP PARTIAL PLAN AND SECTION 0 2' --•• 8' ~ CITY OF CARLSBAD I SHEETS I 1----+--+---------------+--t--+--t---t U1_J ENGINEERING DEPARTMENT 34 1-----1--+---------------+---t----i----t---1 - -! [-1------~-----..---------.------.--------------.--------.-------:-:,,:--A-S_B_U_I_LT-:,:-, -----.1---+----1-----------1--t---i----1---1 ,,-SCALE 1/4" = 1'-0" GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT 0 I\) ~ -I, G) 0~ -ho, Ww ~ . 0) 0 ... --. I I ' I ' I j I 1·-1 PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON M-0000-8 EL 53.5.60' --------'1-1 ________________ _ I_-- CL EL "'9.0' I JI --: it-· i II PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON M-0000-8 _._.., rr----: --l~ ANTI--VORT::~~ EL 29.9' ---1;;,~--~ SUCTION BELL I P-220-001/2 I I r-220-PVC -SGS--1 "-007 /1 (TYP OF 4) I PIT-220-003/2 1+--1 / (TYP OF 4) ~ Pl-220-002/2 SPARE (TYP OF 4) PARTIAL PLAN 0 2' 8' '-._/ --- -.. r_,_ ........ -....... ------·---· .............. .. ---·--HV-220-002/1 SN--220-002/1 --·1 42"x24• I ECCENTRIC REDUCER Y\t--220-002/1 -~ 220-GRP-32"-SW-002/2 -~ EXPANS!ON JOiNT ,·--32"x16" CONCENTRIC \ REDUCER 1 CHV--220-002/1 f ·---+--~:;, I I I I ' I ' I _,/ ~ 2:20-GRP-18"--SW-011-1 rl~ ii~-,, -T ---· ------1m~~ P·-220-001 /2 I en C) z ""~t· JI;-,,.,.., ~ i -, -----------;➔--···--·--······ -·······-·-•-1------~-------·--.. -·~------·---·------·--------· i_ --·----------------.1 "'~ ·-•~-• --. • EL ?,6. 45~ Sf£ NOTE 1 _J ----------------~-------------- SECTION a a· NOTE INFORMATION SHOWN IN BOLD IS AFC. BLOCKOUTS AND PIPE LOCATION ARE BASED ON IDE 60% DESIGN SET. I C 1--:e 0:: w a. C ~ ~ 0:: <( 0 u. 0 ~ -0 DRAWING NUt.1BtR AREA 0220 HIGH PRESSURE BOOSTER M-0220-4 PU1iP PARTL4.L PLAN AND SECTION ED ~ CITY OF CARLSBAD I SHEETS I 1-----+--f----------------+---+----+----+---1 Lm ENGINEERING DEPARTMENT 34 l-----+--~1----------------+---t----t----t----i GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT DATE AP~x~ml wPtf3 RCE EXP. REVIEWED BY: -5 2, l'h 'OOED ENG~ MANAGER PE 41204 EXPIRES J 31 15 DATE OWN BY: T. SP PROJECT NO. DRAWING NO. DATE INITIAL DATE INl11AL DATE INl11AL CHKD BY: B. YANG DATE ENGINEER OF WORK REVISION DESCRIPTION 01\iER APPROVAL CITY APPROVAi. RVWO BY: P. iYMKI RP 05-12A 463-6D INSPECTOR ·'' • ' ,·. .·,' ., ' :; ' . .• , ., -. -'·, : -'r';7 3 ·-~ , _____ ._,,. ,-, "5 6''' ' . I.. ._;,_ • U I I I P-2001001/1 I I I I I __ l I I '-9 1/2" ' z v--- v/,. ·------- / j /- 1 .. --•• ' . ·•--· ,,,, ___________ --. ED SECTION 0 2' 4' 8' Ji... /1 -,_-► ,, I ,. ·-'. i en .-0 • _J ~;; ~., V) i-0 I I'.! LL ro o N I 9:: 0.,1--0:: .._ __ , (_,'.) !? () 3:::: 010 N!D 37'--8,.,. ~•----·---------,----------·------.,--~-----.. ~----»-------.... ., .... -·--•----~~--,.····-· ----------l 7-~~6" -~--· --.. ~ ... -.. -----------~--~ ; 7 I I l I ' I I ! i 1·"· ! , Ii 1 -; -· ---1 -•• _ _,___ ·-------------••• - ~--J J I ' 1 ! -· --·--------L ' ' I I r I- I ' I ' ' -----1-' ' ' I I ,,., ! I • ·"' ,~ I .j ! ·➔ I ' I i I . • • ·-·. -- : I i ' I • I ; ' ! • ' I ! i '----LIT-200-006 LIT-200-004 I i I • l ;,- ,--:".:· • ~ ' i I i -~-i !.i : I 17'-9" j i I I I ____ , __ ......... --., .. --·-···•"-------·-·--\-·-·----·-·--···--l. --.......... · ...... -----------·---·-·---.L, ________ ,, __ _j)\i--·---------- -'-----6" LIT PENETRATION SE£ DETAIL 5 SHOWN ON M-0000-8 (TYP OF 2) PARTIAL PLAN a I 2' +' NOTE INFORMATION SHOWN IN BOLD IS AFC. BLOCK OUTS AND PIPE LOCATION ARE BASED ON IDE 60% DESIGN SET. DRAWING NUMBER AREA 0220 BACK\VASH SUPPLY M-0220-5 PART.LU, PLAN AND SECTION tn C) z -! 0 I--:e 0:: w a. 0 <( Ill tn ...J 0:: <( 0 u. 0 ~ -0 -, 1----..J-..-!---------------t--.. +-------11---,1----1 LlT] cr1x1N£!G ~E¾A~k~~AD LMJ -1------.------.---~--:---=----r--_~"'=~--.-----------,-------.--------;;,,:--:-A-:::S-;:::-BU:-:-l~L~T';;-, ---7------l----l-----------+--t---t--l---l SCALE 1/4" = 1'-0" /;;, . . ', '//ARNING DATE MAY 2013 ko'-0'~:°~~s~~~~ -~ ro,EJooN R>a,oHR<H -· ARCADI 1 .s, ti;-\1,'' 't,,,_ • = tJ r.>i: GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ; ° FILENAME 0220-M-LO-MP-OOSA /j "'No. C80821 ;!, ' DATE APP~O)lJ;' GY -J/~At!JJ~~p _rL/pjlJ ( If This BAR DOES •~~~ * KSD i~ RCE EXP. ,--,,.-----t--+--~=;::;i-;-,--,,,--; ENGINF RING MANAGER PE 41204 EXPIRES 3/31/15 DATE • NOT MEASURE 1" "'~rtnFNc,'.7,u~,,. . 't.~IDE REVIEWED BY: 5/8//3 /1\ rr,,,., ,--1:1 ,"' '1l!lf r,.f,,J/'J Giv'f' OWN BY: T. SPERR I PROJECT NO. I DRAWING NO. '-,:. TrlEN DRA\\1NG IS " =' r DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 8. YANG 12A 463 GO NOT 10 SCALE , / 3 KlCWITSHEAQ d RE\11SION DESCRIPTION RVWD BY·. P. TYMKll RP 05--5,L _____ J _______ J _________ JL~•:''::_:.z:•'::_ __ L ______ ~;:;'.:~~".:,:'~:~:;'.'.:'i~\i,,/~-------l---~te~c~h~no:lo~g~ie~s~lt:. ___ l __ ~IN~SP~E~C~T~O~R=======---==::§:DA~T~EC:::. __ fE::N:c1:NE:E~R~o:f~w~oR:KL __ ..:,::.:,::::.:,..::,::::::,::~=:._ ___ lo~n:1ER~A:.'.'.P'.'.'.PR'.'.:ov:A::_LJ_,'.:c1~TY::_:::Ar:r::Ro:'.:v'..:AL~,::;;;:::::;:;;;::~~:!.;;;;:;;;:;;;:;;;:;;;:;;;:;;;:;;;:!!:;:;;;:;;;:;;;:=:;J N i WG') O.,::. ..., en ~'f en () a ,,, - ; I (. I .· s , -~ I ]- l i· ~i "'g ~ ,i ::e' g~ i- i; o, -~ a ~ t~ -" H 6" DIA. LIT PENE ,A llON --~ SEE DETAIL 5 ,---t--12" DIA. VENT SEE DETAIL 6 SHOWN ON M-00 0-8 (TYP OF 2) SHOWN ON M-0000-8 P-220--002/1 -. ~-------•-.,,. ·----····--·---···· ---········-···-••··--·---□ --- EL 53.9' ---····---·-,-r ... ..:-.:rr · 1 I 1··· .. I ···-• I iJ:rr-i ... · ---- i ' \ J!)O-GEE:::72"-"'W-01_7 ·•,,..../ ____ • __ . __ • _ . CL EL 35.13 / ' ; I; ; . ,_:·-; ,·:10 I PIPE BLOCKOUT SEE DETAIL 7 EL :29.9' / -·•·--•-----··--··-.. .. .. =-~~~-~:1 I -----~-· ·-·--···· I ~ I ,,.,.-· 1. ··-....., ,-220-002;1 ~------------------·~ J.----,------------·-····----·---' ! 1 \ .. 220-GRP-18"-sw-010/1 ;~ J-_..,,,-·· ~ow PRESSURE MICROFILTER E=.c$~·~ /✓ , ;----::,c itte'i","' 1 rJ= :=:__:~:111mn: --/, • SHOWN ON M-0000-8 ........... L..... ...... L~( I 220-GRP-48"-SW-003/1 CL EL 40.6' ' ~ • 220-GRP-72" -SW-018 CL EL 32. 9' V ( --~-------.,---1 •• t====~.....- -~----------~----t~ • I I I ··-·- I -\,\ ,1 , • -1, ,\;W,-, J---I ' -, -; 1 ~ < ' -,-----~ -• -,..., • f u-• ~-rn > ~ / } '0 f; ~ / l ~ l I l -' i \\ ' -I I ---------~----------~---+------·"·~-----·---~--•·-• ·----·---------~---"--' ! '\ •D oj §; ~I '-SEF NOTE ' CL EL 31.0' .. .i J.I ~~m~1so ~ ~ . I I I If 11 '°"'T'j;;''....,..._~_.( ___ .j_ ... _} ____ .r~'f~1°EFI-L=GR'tion~111t~~--=sw=--0=2=1-====4i ---\ · .. ,~ "id ' : J7 '• • c-·· •. · . . . CL "-I r:r. C:t 0 (.!)i -.-.......... _,::___ -·· .• ...a ...•. ·- ., ' SHOWN ON M-0000-8 (TYP) '-------------------·-··-·------·----------........ -I •.• l ........... -· . ···----··· ..... .:. I I' SECTION 9 2' 4' c:. IN~1 N t~ 0\ NOTE INFORMATION SHOWN IN BOLD IS AFC. BLOCKOUTS AND PIPE LOCATION ARE BASED ON IDE 60% DESIGN SET. DRAWING NUMBER AREA 0220 CLEAR\'VELL TANK M-0220-7 SECTION 1 (/J (!) z I C 1--:! ~ w 0. C <( OJ ~ ~ <( 0 u. 0 ~ -0 ~ t· ~ CITY OF CARLSBAD ~ 1------+--+--------------~---+---t----+---t----1 L_ill ENGINEERING DEPARTMENT LM_j 1-----<r-----+------------------+---+-----+----+-----< GRADING PLANS fOR: ~~.----.-------.----------------,,--..-------------------------------------t-1-,---------,-t-,-,-i ?; WARNING SCALE X" = xx· 'nn<oS••,,. -" As Bu I LT" CARLSBAD DESALINATION PROJECT ~u~' D ·' DATE MAY 2013 ij,;½o;:;~;'%1• I ·i POSE I no, R""""''' 1rn ARCADI i IF THIS BAR DOES FILENAME 0220·1,l-LO-MP-D078 ~ No~~.: KSD lftfl ~· L_ _ _:R;;C;:;E~;;;;~;.-...:E:.:X.::.P..:... ===--------..,. .... _.-,-:.--,..;~-:.1r---_-_-_1>-...,~---_-_-.-r.-_,~.,-,.--;-... ~.,,---,-,..-~---.... -,,~--,,-.. -,.~----_-_-_-_-_~+e---_-_-_---J+f-----_-_---Ji.-.-,f--_-,c:;;-+f--:-----=----I ..... AP:?: :ru~AW# Jl-, NOT MEASURE 1" "°r,,,~ 8;°v11. ~'t ~ I EN~G MANAGER PE 41204 EXPIRES 3/31/15 ;;,,u: THNEN0· T DTR0A·5v,1CNAGLEIS qOFCAI.\~'<' . ~ IQ E REVIEWED BY: i.,S,,,l..,,,Sccl,,,13"+----sµle,·1,..__........:IV..:.;'/!=.•.:..:....JV..:.S.= . .H,'--'-"='G.,,,lfc:.•f_.c:A,,,'0::..:0.=-1=e.O'-------si---•-+--~ll...,,,./,g;,,h:l ~,,0 DWN BY: T. SPER TE DRAWING NO. 463-6D :~·:· ~/111UJJ3 [g_"f_/ -...,·U\,..,._',~[;1 lec""hnolog·,•es ltd. DATE DATE INITIAL DATE INlllAL ·oATE INlllAL CHKD BY: B. YANG PROJECT NO. :t' ;;,,;:-...:.:.=""" ENGlN£ER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P. 1YMKI RP 05-12A ::, ______ __,, ________ ..._ _________ .&... ______ _. __________________ __,.__ ___________ _,1, __ ,.;,;IN,.;,;S;;.P.;;;E.;.C.;.;TO;;.R.;.;.. ________ ....;;.;....;... ___ ,.,._ ____ __.~ ______________ __. _____ .,__ ______ _._ ___________________ __, CG I~ CJ /~--·~...._, ( t< ) ' / "-~r- i P--_2°9-001/2 I I l I l I I l ?OQ-GRP-28"-S!\'-019/2 /--r--+----~ L -' ;r--------------! ,,;- EL 55.60' /, / --•-,.,_ ~--'-~~;;:;;;;1--•--'---------------.. ·-•-"------------ ~~·-~• -·+----1+------------,-~---------.•·•-----------~"'··•~-----< ~-+--18" DIA PENETRATION ,~i '1 ,-,-;..' +-.. -. '-9 1/2" Ril I \ 220-GRP-18"-SW-012/1 _____ ,C: __ .. __,-! .,,,---HIGh PRESSURE !JICRDI il lEi , _ L _ _.,,. y· F,.220-001/2 ' $=. =='==f::'=.··::c==~.~/"'' --_r---------1m1113· IIITTlJW_rr rr-_-_1 ' 1 1( ]---------11~~, µ. ,1~1!1=r---, , i ' i ---PIPE BLOCKOUT / SEE DETAIL 7 SHOWN ON M-0000-8 I I I I I P-220-001 /2 I APFROX G_RADE 41_]0_~•-- r"'"/< ~ ·~ I I I I r-----------------·- . / ~EorLG~~042"-sw-001I2 ;/ _____________________ . __ _ _ ___ _ i' / ij I I EL 36.45' ! r----\ , r-== ··--------' ·, <. ' I ~ii 8" u;·, ( ~', c,: ~:' Oc iJ 6-.,, I ;i;, I o· [:j" 3-½ _, 81 ·e . o. .c ' u, J.i ~' ...;~ I I ! '\ I f----------------------------------------····•-···--------------------------------,---------~----~ \ 1--~---' ! -r-·· I I I L / -"'·1 EL 28.J' I I Ii ~-.. --···-·····-····"~--+------•···-··-------~----·-• --____ !.___, ___ ~~-~--------------·-----~----l ~---------------------------------------~ ---PIPE BLOCKOUT SEE DETAIL 7 SHOWN ON M-0000-8 (2 M.'..0220-1 --------r:;:::::~~·::,,--------------------~·----------------~--~·-·-------------- 1 I ' 220-GRP-48" -SW-059 CL EL 39.52' ,---------T•-------------•_j 1----··---~--'" ____________ -------------··,.,._,._,""~·-~---- 1 I >------------------------------------.. --•-~---·---'--·----' SECTION SECTION 0 I 2' ♦' \. __ SEE NOTE I NOTE INFORMATION SHOWN IN BOLD IS AFC. 8LOCKOUTS AND PIPE LOCATION ARE BASED ON IDE 60% DESIGN SET. DRAWING NUMBER M-0220-8 AREA 0220 CLEAR\VELL TANK SECTIONS 2 AND 3 (/) (!) z -! C I--:i fl: w ll. C <( r:o Cl) ..J fl: <( (.) u. 0 ~ -(.) ~i 6i ~; 9 2' ,. ,· SHEETS 0 ~I .. _, ~'------~-------~----------.....------------------------------------------------------------------t----t--,---------------,----i--,--r-, ~ SCALE 1/4" = 1'-0" _ -'-.:.. WARNING ,;,--,,!:'-,,ojFOEs~,-~~ 1rn ARCADI ;, ? -1 ;,:::AME O::_:~::_MP-0086 11~No,CS~OS,~li\" I i P O '' 1 n °' R r ., <>" • c i;' ll'ltfl '{ "' • "' DATE APPRJ. V V: ~ ..[;1,, VA!}J~~)'."I 34 "AS BUILT" GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT ~ lf TrllS BAR DOES * ;_ ;,,'K~#)* ~ RCE EXP. • t...hw't3 $-~ NOT MEASURE,. .,.~~CN\\. ~,. KSD a. J--~~~~~-~:.:..====----------h=,;:;;+---1--,,;--~=,,-,..,,,-c;;;;..--,.,.""',..,...----l----1---b=d-~:=~ ENGl~EERiNG MANAGER PE 41204 EXPIRES 3/31/15 '"'ctrr ~--THEN DRAWING is OFcA1.\ir:; ft IDE REVIEWED BY: i-::1=1."S:'.!l=:1:.k--+<1~11\.._-'-M'-"'Ece!W'-'--_,,S.,,,'H,'-'-"'-',!,-"'E'--'7_,c:.AD=De.='-"'"LJ"'-----k---+--+"'~'-'-/.l'lc::,all3"+';:.."'v"'P"--.t DWN BY: r. v PROJECT NO. DRAWING No. ::; NOT TO SCALE ,/ ,, KIEWITSHEA[iJ-· ,. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 8. YANG ~I (,1 11/201-' !:f;'\::,!,t'£1'f-·:· technologies ltd. ENGINEER 0, woRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P. TYMK1, RP 05-12A 463-6D iil_ _____ .J ________ L _________ L __ _:_ ___ _JL ______ _:-~-::-:::~-------..l----====~=----L-...!!1N::;S~P~E.£C~T02!RL. ________ _JD~A:2TfE ___ _Jt::=:.~::1 __ ....:.::.:.:.:=:...:.:.:=::.:...:.:.:;_:_ ___ J.::::~==:.1~:::..:=~::.Jl=;;;;;~::::~~=-:::;;::::::;:;;;;;;;;;;;;::::::;;;;;:::::::.;;;::::::;;;;::::::.J C "' =: (J'I G') a .i:. (,,,) CD ,i:. (,,,) O> 0 C RO SLAB 1'-6" BRINE PIT COVER--., (4) f18 T&B--""-~ ON HOLD \ \"'-j I EL 41.7' ,. r .. / ~ '► 1 o• 1/'l" \. .) F=======:==;~--, " LAP, r , ::_:,::::_ ====-::;.-1 ' =i======~=======:r:\ri~~>iT,,_i_i--i=:: ""_1=-I _-I l--=_11;:;::_11TT:111:-1=1T:11~11T:1,:-( 4==)-'-#-7------1,--,- , #4 TIES @ 6"0,".:: -1 1_ ~m-m', ·rr " LAP' TYP 1 TYP ,,.--2' -6" TI-IK CONC WALL / W/ #7 @ a·o.c. EF /EW, I ' I ·. . , ~~-I -. . . . . . . - ' . 1'-6" CONC SLAB W/i • ' ,, • ,•o.c ,., rn / • • ' . WI EL 39.53' $ ~I -, Jl~ NOTES: 1. SEE MECHANICAL DRAWING M-0500-2 FOR DIMENSIONS NOT SHOWN. 2. SEE MECHANICAL DRAWING M-0500-2 FOR ALL REQUIRED SLOPES, GRATING, OPENING SIZES ANO LOCATIONS. S SEE DETO@fOR AOOTIOS"'-ROOFORCEME<T AT OPENINGS IN WAI..LS ANO SLABS. I V ..----12"THK CONC WALL W/ ,e @ a·o.c. Ef /EW I / V f·.· __ ·' --._ - . . ; . WALL PER PLAN 2" CLR COATING SEE MECH ----~~p = 4. SEE DfTMLG.,J,OR e,PE PENETRATION AT'"'"'"· '-....._,.,. . . . . . . . . ~ • ~;L ~;NS. ~ffi~~tuR~ - _, ~ :BACKFILL MATERIALS PLACED AT 95% RELATIVE COMPACTION Of Tl-IE MODIFIED PROCTOR OENSlTY AS EVALUATED BY ASTM [)1557 ., ·7-·-· :: . -1 · PLAN . ' ' ' ' LAP, TYP OWG ~ DOWELS TO MATCH WALL RE!Nf , I ' ---n---tt--------------,... I I ,,-PIPE PENETRATION ~ CONC MAT SLAB PER PLAN 11 .. PER M-0500-2 ~-H,' IV 11 / f-+1 -11~- l 1 I I I I PER PLAN 5. ENERGY DISSIPATION DETAILS PER MECH. 6 ' S-05 6. SEE DETAIL -./ fOR ADDITIONAL REINFORCEMENT AT PIPE BLOCKOUr. LEGEND I '-111 11 . . -, 'i,, ~ WATERSTOP, TYP PER'-S~10 ; ~I'--.. .... ~ ~-t't-::::.,c!,~_JJ·=-D·t:__ ____ ____J i,~11fi1n1~1 i1n]· ~::=;~~&·~:;=;=;;::;=;:~*:::::;:=:;::=:;:;:;;:;;;;;;:~~:::::;:=:;::=:;:;:;::;:_=:;::;;:;_;;;;::;;:::2 _;§_;=;:::;:~'I<--§!'~""£~~-::;:::::=:::=::::::~=;::::;::::=J T.O.CONC EL 22.09$ 1111i'1111i 11 i ' · .. · · -I # T&B (1ST LAYER FROM TOP & BOTTOM SURF ACE) ---11 L-J I I '-n! I ITI i'1 '!=~~~:E~~~~~;;;;:;:;;';;;;:;~~~~;;;:;;;;;:;~==:::::!~~~~~~~:;;;::~~~~:;;;-;:;:;::;;;~~ L ... . ......................... ·--=-------··-.. ~ ~~111=:'I I c---:1 I C::-1 11'=1 11'.=I I I'---:" ,' ~· I L · 11 r:11 L'.J 11 J 11 -· 111 111::- 'i,, u i':= 11 111 . 111. ii I L . 111 111-0 ---i I I 11 L 111 .-.111.,-, 111 111------·A-LAP, TYP CD ;.~~JION I---~ ··----------··-----~-~ ' T.O. WALL EL 41.7' ' ---# T&:B (2ND LAYER FROM TOP & BOTTOM SURFACE) I /18 @ a·o.c. T&B EW, TYP ---+-----' . a.. :"i 1,1-______ 1 __________ .1,1 I T ------f ----------T I ···-..... LAP, TYP \_ 2' -o• THK CONC WALL W/ 17 @ a·o.c. EF/EW FOUNDATION PLAN .. SCALE: 1/4"=1'-0" TRENCH PER ... S-501 / 1 "I . 5 -O"SQ " _ ► ~!• EXPANSION JT, TYP 19 TYP UON 2'-0" TYP .... ,,,. ,/ 2 , .. -' _,I . 1L1 I I I I I +----.,----,,l.'.:__-,'--JJAiCdCE~S~S~H~A~TCH;;;;:;==\---~~----~"::::::J~-t-·----. 4-0" .. r.=====lr=========!=======r=====j=o=,i ,,-,-SUPPORT )f COVER ON / HOLD I . • •" . .,.. .-....... CAL TIRANS STRUCTURE BACKFILL MATERIALS PLACED AT 95% RELATIVE COMPACTION· · OF THE MODIFIED PROCTOR DENSITY AS EVALUATED BY ASTM 01557 . , • • • fi=i'IT.O. WALL EL 30.0~ ' ' . ' • • ,, .. ' . ' • • • .. ' . .. ... ' ' . " . , .,. ,,---TRENCH I I T.O. ALL EL 36.37' ,. :::-;:::. ::: ;c:: ~::. ;::::::-. ··-·1--~~=-r=~~,. J --24" PROVIDE __ ,, "-'----"-·-·~~-·-'-'---IJ7 @ 6"0.C. (H) EF - · CAL.TRANS STIRUCTURE BACKFILL MATERIALS PLACED AT 95% · · RELATIVE COMPACTION · OF THE MODIFIED PROCTOR DENSITY AS EVALUATED BY ASTM 91557 •., • < . . . . .. ' ALL AROUND ' ' ' ' • T.O. ONC EL 22.00'. - ----T , • -. -. . ~ ' : ! ! . I ' I -lc-1-1---1-1-1-1-1-1-1-l 1-1-1-1- l I 1---1-1-1-1 I I -1-1-1-1 /-Of' 1-1-1-1 l I -1-1---1-- I 1-1-1 I I -1--• '--./. '-------.-,--tt---;~ RO SLAB PER_..,, S-501 ------ 2'-o· : : : BRINE PIT COVER __/ : 1 I I ON HOLD 1 1 1 : ~ PIPE PENETIRA TION : : : 1 / PER M-0500-2 1 I I I I I I I I ~-----------L---L---Tr----------1r-------------~ I c;::; ---_ ___ ___ ! ___ ___ ___ _ ..l, I I,--------, --------7'1 ' ' . ' / • <O I ,... '--./ L1 '+ I [() ~ "' <, z I 0 t:: ~ w 0. 0 LL 0 ~~ -0 DRAWING NUMBER AREA 500 RO/ADMIN BUILDING/BRINE PI'. S-514 PLAN AND DETAII.'3 ED SECTION ED SECTION ¾"=1'-0" SCALE AS SHOWN WARNING ~11.0l'ESs I i ARCADI DATE MAY 2013 POSEIDON RESOURCES ..,,.1111 II' ~P. <; ' 0 1 -' FILENAME FNAME0500-S---SO-MP· 11;'°' ,;,ct; ' 0 "· ,.~, If 1HIS BAR DOES ( ~~Tv~~-KSD 010E NOT MEASURE 1' 1HEN DRAWING IS NOT TO SCALE "" OF o,.,, ~\i'k~B 0S/14/13 ~-technologies ltd. RCE REVIEWED BY: INSPECTOR "AS BUil T" DATE EXP. DATE l---+----+------------+--+--t---t---1 ~ CI{Jo,N£!:G fr¾A~~~~AD LMJ . : ,,24,,, M,1 A UPDATED AS iEij "'24/1 zc 5/8/13 , . NEW SHEET ADDED DAlo 1Nll1AL DAlo INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTiiER APPROVAL l:.IU,,i~ ,:,14' r,h//3 "'vP DATE INITIAL CITY APPROVAL GRADING P4NS FOR: CARLSBAD DESALINATION PROJECT DWN BY: ~. CHKO BY: M. STONE RVWO BY: Z. C PROJECT NO. RP 05-12A DRAWING NO. 463-60 -BRINE PIT COVER ON HOLD T.O. WALL EL 41. 7' WALL PER PLAN ---~ ' ' CONC MAT SLAB PER PLAN ·-~-I >--H-f _ EL. 25.: 5' 11 _ I ··-72" DIA. PIPE ...,..-PENETRATION 11 . 18'-10" Iii.. EQ. EQ. ' \.. ./ ~ ~~--·-·l-----·1· -~---··11111 --.. ·-·-·····---·-·•-··· ,________._1 8" CORED HOLE W1nl lLJIJII~~---··--------··-----+--+----------'«- lvlECHANICAL SEAL V SEE PIPE PEN. DETAIL@ SHEET lvl-0000-1 ---+-==---------1~-----'1 NOTE INFORMATION IN BOLD IS AFC. NOTES: 1. FRP TANK COVER DETAILS TO BE PROVIDED AT A LATER DATE . 2. AN ALTERNATE DETAIL FOR PIPE PENETRATIONS PROVIDES A BLOCKOUT FOR FUTURE PIPE ■ - I i c......JL ··--.. ···-···.L-f __ . _________ ____,_ ____________ -+· ...,_ __ -------N$ INSTALLATION. SEE DETAIL /7\ ~ ~---------·, 1----~1 __________ J _-.:If---------* I ,,.----..... I l__ ______ I"--... _/ CD DETAIL 3,.. 1 , o" 78 = - 0 2· --~-4' 6' I . S-514 '-....._./ 3. 6" CHANNEL T.O.C. EL 35.87 FT. 1111 FOUNDATION PLAN SCALE: 1/4"=1'-0" / r·-RO SLAB (FUTURE) ·"·----- _____________ 1 _T_.O_._W_A_L_L_E_L_4_1_.7_' _ _,$~ I WARNING 0 . .' IF lH!S BAR DOES NOT MEASURE 1" lHEN DRAWING IS NOT TO SCA.LE ! l ,l ! . "I,-~' •·-···,. ·a---· l'-'l,_ •• ·•--y•- i --· . ---···~···-r ..... -·······1--:--'----·-__J_···-···-·'-----·--i 1---------'---I- , 7 •··~'"·-·--------·---·-------l ,.. _______________ _ 1--ffi_2_ ~D;......E;;;...;,_T.;.._A,;..;;..;;I L;...__ __ L liiii,"--~--~-{iiiiiiiiiiiiiii~4· ~, 0 ¾"=1'-0" SCALE AS SHOWN T.O. CONC. EL 22.0' DATE lvlAY 2013 POS~IOON RtSOUUCES FILENAME 0500-M-SD-MP-502 KSD KIEWIT SHEAc"S ~ - ! I I I I I I ----, RO BUILDING TRENCH I (FUTURE) I 1 T.O. WALL EL 36.37' ~ ···--··· •··• -----l--------~ s.•.,;---~--" .. '-' ' ·1 Id H: d ,~-t. ---~--'---~.t.~: i . -····--·--~-- . .. ________ J..~------ r __ __,_ __ , T.O. ,coNc. EL 22.0:., 1--,-'--------[ . ., 0 2' --~-5• I '1ARCADI "AS BUil T" DATE 010E RCE EXP. REVIEWED BY: technologies ltd. INSPECTOR DATE I 72" DIA. PIPE PENETRA,,Ilf)N SEE PIPE PEN. DETAIL@ SHEET M-0000-1 TOP PLAN SCALE: 1/4"=1'-Q" DRAWING NUMBER M-0500-2 I" I .. AREA 500 RO/ ADMIN BUILDING BRINE PIT PLAN AND SECTIONS en C) z -I 0 I--:i 0:: w a. 0 < CQ en ..J 0:: < 0 LI. 0 ~ -0 SHEETS ~ CITY OF CARLSBAD ~=====~====~===============================~====~====~=====~===~ L_lLJ ENGINEERING DEPARTMENT 34 GRADING PLANS FOR: . CARLSBAD DESALINATION PROJECT APP~:r~~.I ~/mJ ENGIN £RING MANAGER PE 41204 EXPIRES 3131 /15 .5/b,//2, /1\ ; N,EW SH.EE, AOD£0 f4'Z,J:, ~\N D TE OWN BY: A. RIVAS PROJECT NO. DRAWING NO. DATE INl1lAL ! DATE INITIAL DA1£ INITIAL CHKD BY: B. LETO ENGINEER OF WORK REViSION DESCRIPTION OlHER APPROVAL C!TY APPROVAL RVWD BY: P. TYMKI~ RP 05-12A 463-6D C N ~ -.JG) 0~ -t, a, tw O> (") SEE M-0700-1 --t-- FOR LOCATION b I n N 3'-411 ... r 2 -..., ◄ S-703 '"--,,. 26'-3" 3'-4" ,. TYP ·1 r----1-----._. 17'-o" ----1----7-- 1 LAP I I LAP _____ .,.. I I TYP I • ;~ n 1 rrr====i!====:;:::::;====~F:::;:=;$====:i:!::========:::;:::5;:=i==i==i==i= ~==91 ' I = I I · I I I· / SEE M-0700-1 I • • • ("" ! FOR LOCATION I ' • I I .Jt-t--1 1s-I "7©8"0.C. (H) & (Y) 'a. ~ I [A FACE, TYP . ;::5 ,:: I I I I-- I . I I ..-. ' / 2·-0· CONC WALL w/ . ~-1-····-I . _ _, +1--_..., 'lc--fll----H----4----r::::f::::;=:::;=:;=,;=;;:::::;:=;:::::;::=;=:;=;=;;:::::;:::::;;.=i=:::ii=~-_J. I I I I I I I I I I ~= I I I I I ' =~=·==·=·==·==·=·=·=·=·=·==~~;t""-7· I I I I I /SEE M-0700-1 . / I FOR LOCATION -::: =--= := :.,...--I '--.. • I --+---·- r ' ... 1 .. ~-70~ :~~! '"-'---3•-a• CONC MAT W/ I I ' I I #8@8"0.C EA WAY T&B I ' I I ' I I I I I I ' I I ' I I I I I I I I • I I I I I I I I I ! STD HOOK t'p I I LAP ', , TYP ! L ___________________________________ --------------~ • FOUNDATION SCALE: 1/4"=1'-0" PLAN 3'-4" CONC WALL W/ #8@8"0.C (H) & (Y) EA FACE TYP, UON SEE M-0700-1 FOR LOCATION NOTES: SEE MECHANICAL FOR DIMENSIONS AS NOTED. LEGEND 1. 2. SEE MECHANICAL DRAWINGS AS NOTED FOR ALL REQUIRED SLOPES, OPENING SIZES ANO LOCATIONS. I DIRECTION OF 1 ST LA YER REINFORCEMENT FROM TOP &: BOTTOM SURFACE DIRECTION OF 2ND LA YER ~-~ REINFORCEMENT FROM TOP &: BOTTOM SURF ACE SCALE AS SHOWN 3. 4. 5. "' "-"'@'°" AOrnTIONAf_ RaSFOOCEMENT AT OPENINGS IN WALLS AND SLABS. SEE DETAl~FOR PIPE PENETRATION AT INVERT. ~ SEE OETAl'Q FOR REINF AT BLOCKOUTS IN WALLS. '5} WARNING ' . DATE FILENAME MAY 2013 )~!:i:ESs1~ ').ON lfo,k FW.ME0700-S-L0-MP-'0 No. 2~<" \ POSEIDON RE50URCB~ If lHIS BAR DOES NOT MEASURE 1• lHEN ORA WINO IS NOT TO SCALE (_ f.\~·~ - ~'{.t.l>uc,~ Of C)l\~'!,;i 05/14/13 ARCADI 01 □E technologies ltd. 32' -10" "AS BUILT" DATE 2'-8" ~ SEE M-0700-1 FOR LOCATION 26'-3" 2'-a· SEE M-0700-1 \ FOR LOCATION . \ t·· ·---:!:::: :b·-··'"·· ·-.,,.,, r 1'-2" CONC SLAB W/ #5©8"0.C. EA WAY T&B \ SEE M-0700-1 FOR L9CA TION ---l '• - l -' \_ 2'-0" CONC ~AT W/ #8@12"0.C. T,!cB EA WAY TOC = 41.7' . . . . . . . . . . . . . ' . . . . SEE M-0700-1. . FOR LOCATION . . . . . . . . . . . • . . • • . J PLAN AT EL 41.7' ( 48.3' SCALE: 1/4"=1'-0" . ./ ... . . . . . . . . . . . . . . o 1o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L COATING TYP ALL SURFACES PER MECH SHEETS AS NOTED OPEN ■ ' ' 2'-8" CONC WALL W/ #8@8"0.C (H) &: (Y) EA F'ACE TYP, UON I • . <Xl I "N . ij ·rr . I I . ~SEE d-0700-1 FOR .OCA TION • <Xl I "N (/) C) z I 0 t--& 56.5' SIMILAR) ~ DRAWING NUMBER S-701 1/4" = 1 ~ -o" r --1 0 2 4 w a. ~ (/) ~ ~ u. 0 ~ -0 AREA 700 CLEANING AND FLUSHING SYSTEM SUCK BACK TANK PLANS SHEETS ~ CITY OF CARLSBAD 1-----t--+-~.---------------<t----+--t----+---t ~ ENGINEERING DEPARTMENT ---+--+--i---------------+---+-'----1---+-'---1 34 GRADING PLANS FOR: ---------------+---+---+---+---< CARLSBAD DESALINATION PROJECT 1----+---+~;--------------1--·-+---+---+----1 APi~ ;oY2'A-K0d.PESKt L _ _'.R~C~E~~~;:-.::E~XP:;,.===;__ _______ i:--;::-c;;-:-i---+7r':=-;--;::;-=,:;:-,==---------l---+--t-:-c--,:;:+::-:::-1 --.-ENG EERING MANAGER PE 41204 EXPIRES J/31 /15 REVIEWED BY: :,/8/1 J /1, NEW SHEET ADDED (t,/tP/(~ ~IR OWN BY: ~-PROJECT NO. INSPECTOR DATE DATE INITIAL , DATE INITIAL DATE INITIAL CHKO BY G KElS ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL arv APPROVAL RYWD BY; z: c " RP 05-12A DRAWING NO. 463-60 S-703 5 S-704 TYP LEGEND 1 DIRECTION OF 1 ST LA YER REINFORCEMENT FROM TOP & BOTTOM SURF ACE DIRECTION OF 2ND LAYER ~--REINFORCEMENT FROM TOP & BOTTOM SURFACE WARNING • IF ltilS BAR DOES NOT MEASURE 1" ltiEN DRA'MNG IS NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 FILENAME 6" • "' WALL BELOW 6" SEE M-0700-2 FOR LOCATION ,.,-">E:::~:::--------tjf-----!--1--sEE M-0700-2 • "' FOR LOCA llON r SEE M-0700-2 FOR LOCATION (!~:.:_: ~ :.~ .. i ·11 ...... -' f/_ _ _ L ' PLAN AT EL 67 .3' SCALE: 1/4"=1 '-0" NOTES: 1. SEE MECHANICAL FOR DIMENSIONS AS NOTED. 2. SEE MECHANICAL DRAWINGS AS NOTED FOR ALL REQUIRED SLOPES, OPENING SIZES AND LOCATIONS. ~ 3. SEE DETAl~FOR ADDlllONAL REINFORCEMENT AT OPENINGS IN WALLS AND SLABS. 4. , SEE DETAl~OR PIPE PENETRATION AT INVERT. ~ 5. SEE DETAI' Q FOR REINF AT BLOCKOUTS IN WALLS. "5} (2) iJ5 T &8 TYP 1'-2" CONC SLAB W/ ij5@8"0.C. EA WAY T&B POSEJDON .lllSOliRCF-5 05/14/13 KSD Ki<WITSHEAC l.lf°&AtMYl()Nr::·- ARCADI S-703 "AS BUil T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE \ 2 S-703 ~----1•-2• CONC SLAB W/ #5@8"0.C. EA WAY T&B .. ~ SEE M-0700-2 ·.,,/ FOR LOCA llON ' r \ ~. A t' .. t"~r'-·--··-/j ·-,, r· r· ·s•------•--~ --~-•••~-• •-------•-••-~ -- 1 ! I I I I I I I I L_ \ .. ~--·--·-- ----.------ 4 s.,. 704 TYP --·--... _,_.,.,. ----·· ·-·-------··---· ,. ····-- ------------7 SEE M-0700-2 FOR LOCA llON ----·- I I I I I I I I I I I I I I I I I I I I I I I (4) iJ5 T&B TYP : ____________________ J .,. .. , -----··• ROOF FRAMING PLAN SCALE: 1/4"=1'-0" ~· I 4 Cf) (!) z I C 1--~ w a. ~ ..J ~ LL 0 ~ -(J DRAWING NUMBER AREA 700 CLEANING AND FLUSHING S-702 SYSTEM SUCK BACK TANK PLANS ~ CITY OF CARLSBAD ISHEETSI 1----+---i-----------------+---½----+------¼--1 ~ ENGINEERING DEPARTMENT 34 1-----+---+----------------+---+---+---+---I GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT AP~~: XN K. VM2SKI r,./?fJ/23 . zJr1n · NEW SHEET ADDED ENGIEERING MANAGER PE 41204 EXPIRES 3 31 15 DATE 5 8 13 Go OWN BY: PROJECT NO. DRAWING NO. DATE INITlJ\I. DATE INITIAL DATE CHKD BY: G, K ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RV BY: Z. C RP 05-12A 463-6D EL 41.70' NOTES: 1. 2. 3. 4. 5. 6. SEE MECHANICAL FOR DIMENSIONS AS NOTED. SEE MECHANICAL DRAWINGS AS NOTED FOR ALL REQUIRED SLOPES, OPENING SIZES AND LOCATIONS. S,E °''"@'°' '°°'"°''" "'"'°'""''"' AT OPENINGS IN WALLS AND SLABS. SEE DETAliCDOR PIPE PENETRATION AT INVERT. ~ "' DET AIG0 FOR "'"' AT BlOCKDUTSN WALLS. PAD ELEVATION WILL BE BASED ON PUMP CENTER LINE ELEVATION PROVIDED IN SHOP DRAWING SUBMITTAL. WARNING If THIS BAR DOES NOT MEASURE 1' THEN DRA'MN(l IS NOT TO SCALE SCALE AS SHOWN DATE FILENAME / ..... 2 S-704 ./ TYP \ I ··--· .... -... I ' / .... ~--1 I ... ..... ··---,r I \. ' / SEE M-0700-3 ---.. FOR LOCATION ~ --.. ·fr ~ I .. ·-··---.,. ... -T ,........ . . . . .., ..... _____ r··"·· 1·· ---1 ' "T··---·-· . . l I I ' ' I I EL 67.30' . . : : : : : : : : : : : : : : : : : : : : : : •--r·•ff----~ ...... _ ·-·-·-•--" r· --•·-··"'"···-•----· ·· ---, ' ' t······•-'--,. I ' ··--·-·-·-·-!---· i I ' I ' ' I I ' L I I ll : : : : : : : : : : I I ! ' I I i ' I . . . . . . : : : : : : :1 : : : : I • EL 72.87' EL 56.5' / '\ 3 S-704 / '\ 5 I S-704 ' I '-~ '1/ ~--TYP_. -n -__ SEE M-0700-3 11 -· FOR LOCATION u\ J EL 48.3' / 4 S-704 f-" -' .....•..... / 4· ~·· .. i ~ fl l ~~=~~, 111-... -.. -__ -... -1rr1:===: =: ===;~~~~ ' . ---I 1 ' ' EL 69.90' ' '· _J a. ' <{ ' ....J ' i ' ' . ,, ,; . ..- fj ! f' 'A•!.· " ; I ;; n , ; :: : :: 'I I : : : • I ' \ ' : : : 'I I : : : ,I I I r ' ' ' S-704 '-TYP \ } / - ..... .. !. '~ I, I i _,/: ' -··,._, ½" EXPANSION JOINT MATERIAL~ Ii '/ I ·,f\ ,, ,, . ,. r'·· ~iJ_:-\\ ! •/ "'-; • I , ·+ i i ' i ' I I , I i i.:,;P~------SEE M-0700-3 111 FOR LOCATION EL 41.7' I I i I ' I ' I i 05/14/13 I POSEIDON RESOURCES KSD KIEWIT SHEA r'> DE.SALINAT•O~f---r SEE M-0700-3 \ FOR LOCATION \ - : : : : : : : : : : : : : : : : : : : : SEE M-0700-3 -,, FOR LOCATION '\ @SECTION S-701 1 / 4" -1 • -o" " ,, ' ' FG"' 41.2' m-ITTI ill1 1 i1llwl I i-' , ;;;! = -EL 39.7 ----·-- EL 28.6' I : : : : :: l : : : - / ' 1 S-704 ' ,; TYP ~" SEE M-0700-3 -..__ FOR LOCA 170N "'-en I'--,. ~ z -' . fr;:;::=, =:::t:::. ::i::,::::t:=' ~· =\~=====9=~~~=:;::;i ' ! C \bl ~~~,~===~=~~d I-- I :I 0::: " / w 0. C ca en @SECTION S-701 1/4" -1'-0" ...J 0::: <( 0 LL 1/4" = 1'-O" 0 ~JIii, 2 I ~ 2 1 0 4 -0 DRAWING NUMBER AREA 700 CLEANING AND FLUSHING S-703 SYSTEM SUCK BACK TANK SECTIONS ~ CITY OF CARLSBAD ~ 1-------+--+----------------+---+-------+---+-------t ~ ENGINEERING DEPARTMENT ~ l-----+--+-----------------+----+-------+----+--------1 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT '1ARCADI "AS BUil T" 1----+--,1----------------t---1----+----+---t APP~O D:';EzL ~SKI fJ1 □E technologies lid. DATE l__~R~C~E~~~:-=EX::,:P.:.·-===---------k-=-:=-I---I-,.-,.=:,:-===-:==---------+--+---+:-:--=+---::-~ L --r ENGi EERING MANAGER PE 41204 EXPIRES 3/31 /15 REVIEWED BY: 5/8/13 /1'\NEW SHEET ADDED lnl?P/13 6•P DA TE INlllAL DA TE INlllAL DA TE INlllAL INSPECTOR DATE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: ~-LEt. CHKD BY: O. KELS~ RVWO BY: Z. C ' ·,. '# PROJECT NO. RP 05-12A r,/?P/{1 DATE DRAWING NO. 463-60 w ~ OG) ~~ a, WW ~a, 0 a:: J 0 • N 5 ~ 2" CLR TYP • 2• CLR ,. ,. I , • • • • • ' 1" ., i • • • • I • a:: ~ d , 2• CLR 1 • ,• ~-CONC WAU.PER PUN ~ • • . ~'---DOWELS MATCH WALL VERT REINF, TYP LAP ,. . . . ' " a. ~ :5 2" CLR • • • • I • • • I \_ L STD HOOK, TYP CONC MAT PER PLAN - /' 1 " DETAIL S-703 3/4" == 1'-0" TYP UON , • • • • / CONC WALL PER PLAN • • 1· r SLAB PER PLAN • • • --• . . . . . • LAP LENTON FORM SAVER • • • • A , @DETAIL WARNING IF ll-11S BAR DOES NOT MEASURE 1" ll-lEN DRAWING IS NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 lJR:i:l\'ESs~~ ,j,Oll lro1, <".a" . "' ., FILENAME FNAME0700-S-SD-MP· 0 No. 2~ · ~ i---------.(...-· l"'I" "),; \" e -~~c~/, f' ~OF Cl>l.,l'<::w' 05/14/13 • & 6" ~ #5@8"0.C. (V) #5@12"0.C. (H) n CENTERED IN WALL -:-!/ / • • - . d ~ ~ POl'llll>ON Jtl'!liOURCllS KSD MIEWIT SHEAc:'.) ~l.:.J LAP \STD HOCK • \t • • • • • .-, ...._ _ __..,.....,---"-+---=----=------'a..-----:'--1----=-t ' • • • • • • • • -• \__ SLAB PER PLAN ' • ~ "" -DOWELS MATCH TOP SLAB ~REINF, TYP • • CONC WALL PER PLAN • • • • , , ,I<-J 2• CLR @DETAIL - 1"1ARCADI "AS BUil T" , , • • LAP • • i/DOWELS MATCH SLAB RElNF, TYP • FOR OPTIONAL LENTON FORM SLAB PER Pu N --"\ • • SAVER SEES ~=t~~~;:::-:=;-;::::-~;r-=-;::::-=::: \~-=~,.,, V : ··r-·· • • • • • '------1-1------' -----i-"1------.-1"·--+----i I I i • • 1. • • CONC WALL PER eLAN __/ 2• CLR TYP @DETAIL • • A d ~ • N ---.. • • a· I • --:.1 • (J) 1---------~t"-.__ \_ "-----#4012"0,C • SLAB PER PLAN @DETAIL (/) (!) z I 0 1--~ w 0. ~ (/) ..J ~ u. 0 ~ 0 DRAWING NUMBER AREA 700 CLEANING AND FLUSHING S-704 SYSTEM SUCK BACK TANK DETAIU! ~ CITY OF CARLSBAD ~ 1-----+----lf---------------1---1----+---+---1 ~ ENGINEERING DEPARTMENT ~ 1-----+----if---------------+---t----t---+--1 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT DATE ,,IDE AP~R D:XEN t· ~SKI l--~R~C7;E ~:;:;=:=._,:;E:,::XP:..;,.====--------,:~-=,~:-t-=--=--=-1~:-~-:.:~~~~-=-~~-:.-::.-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=i1=_-=--=--=--=i1=_-=--=--=-·i-=.:~~1--=--=--=-1 -4,;:,.,,,.c;..l'---"'_..:.:•c._M.,,_,,,~..;;;..,jl~:-q.'-'------~ EN NEERING MA~NAGE PE 41204. EXPIRES 3/31/15 REVIEWED BY: 5/8/13 11'1. NEW SHEET ADDED rbl-a:,/13 L:..116 o/'?(/21 DATE technologies ltd. INSPECTOR DATE f"'-D~A:.,;1E,-:c+-,,.INl:::TI""AL-+'"""-'=_.::.:.:.:=:....:..:::.=:::__ _______ +--,,D-,-A1E=-+-1,.,,N1=-nA,.,-L--l"'D':"A"'re:~,1;;IN._.ITI:i:.AL:-f OWN S T!f~ . PROJECT NO. REV! ON DESCR PTION 1--"---'--'-----'-+-----'--'----'-..c...t CHKO BY: a: K RP 05 12A ENGINEER OF WORK SI I OTHER APPROVAL CITY APPROVAL RVWO BY: Z, C • DRAWING NO. 463-60 -------------------------------------------------------------------------------------------·-·----------------------------------------, ..... .Ill 1 .. M-703 ... , 2 ◄ M-703 26'-3" -----··-·-·---------1------------------+---~ 12·-11 1/2" SEE FLOOR SLEEVE DETAIL@ SHEET M-0000-1 \. 32'-10" ~------------,----____ ..,..... ____ _ 5'-8" ... ,r 2 ◄ M-703 ! EQ. EQ, ,. +----,1'------i ,,,,-30 MANWAY WITH BLIND V I FLANGE, SEE PIPE PEN. r-SEE ENLARGED PLAN THIS SHEET / I DETAIL@ SHEET 1 M-0000-1 (TYP) ,-~---•----~-----------E=:3==:=='!.... .,_._______________ .. ------------- : I I i r------ t-------1<-----,r---.-----------.----------------··•--· _--_--_;-,_-------; --~ • 0 I ·,,, N -'!.---I----+-----,,------+--~------------------~--- 24" TO CLEAN FLUSH PUMP I PIPE PEN. DETAIL 3 SHEET -0000-1\ --' 'r---- I I I I I ' ' ' ' ' I <D ' . I I i ~ ~ I I I _____ ,.. I "----48" TO PRODUCT WATER TANK SEE PIPE PEN. DETAIL @ SHEET M-000-1 ' • "' I in M-703 ----· 6" SUCK BACK TANK DRAIN SEE NOTE 2. SEE PIP§pPEN. DETAIL 32 SHEET M-000- X I I I 48" TO POST TREA TI"1ENT PUMPSiE PIPE PEN. DETAIL 31 SHEET -0000-1-- 41.70 ' I') I a, H i ' ' I OPEN i ------,<---->-----·--------------------------~------~ I I I I I I I i i WARNING 0 1 ' If THIS BAR DOES NOT MEASURE 1• THEN DRAl'ilNG IS 1mr TO SCALE i I I ___ _ ! ! j' -. ----··•·•·------. --------------~--1 --11---·----------·--··-··-·--· .... • ■ I I 11'-10" 48" TO PRQDUCT WATER MNK SEE PIPE PEN. DETAIL ® SHEET M-000-1 PLAN AT EL. 39. 70 SCALE: 1 /4"=1'-0" ~ r12· .12 .. 1 _12· _12" r12· r12" _12 .. 1 ._ 18'' • 20· ~ .. _12·r14" r 14 ... 13". 15" 1_ ;:::+----,i···-1-····•·····l--r ·-r--l----· l---l-'~-+=-1--·--~r·---1---·l+----i----·' c b j O O O O O O O () ~ ~~ 90 1129 0 0 O ::--~' -0 0 0 0 0 0 0 p-0 0 0 0 0 0 0 0 18" ;-----,>--0 0 0 0 0 0 0 -·~ · 0 0 0 0 0 0 ~ 0000000 009000 S:'lc---. __ ?_o () 0 0 0 0 o~lc) 9q12a O O 0 li L 12· ID VENT / -c4 .. ID HOLE ; HOLE (TYP OF 3) -····../ (TYP OF 65) ~ 17'-~ ---------- • ~ I ·+ SEE NOTE 3 NOTE: SLOPE @ 0.5% i ~--------------------------------1'-""---··-·-···-··-··-•·l .. ,, ___ ····----~·-··-··---·---------------·····------··--·--------·-··~----·--·--·-------·.,.,-.---------·- \_ ,o" COOC CURS TOC=41.70 PLAN AT EL 46.3' SCALE: 1/4"=1'-0" NOTES: 1. MANWAYS AND BLIND FLANGES ARE TO BE CONSTRUCTED GRP. 2. CENTERLINE ELEVATION 28.85 FEET. 3. ENERGY DISSIPATION SLABS AT ELEVATIONS 41.7' AND 56.5' TO BE ORIENTED AS SHOWN. SLAB ELEVATION 48.3' TO BE ROTATED 180 DEGREES FROM THIS ORIENTATION. ■ 0 2' 4' r- (/) C) z -! C I--:i ~ w a. C <( al (/) .J ~ <( ~ (J LL 8' 0 ~ -(J PROCESS MECHANICAL SHEETS ARE BEING PROVIDED AT THIS TIME FOR DIMENSIONING OF MECHANICAL ELEMENTS (OPERATIONAL VOLUME STRUCTURE, PIPE PENETRATIONS AND PUMP LOCATIONS). ADDITIONAL PROCESS/MECHANICAL DESIGN FOR THIS STRUCTURE WILL BE COMPLETED AT A LATER DATE. DRAWING NUMBER AREA 0700 CLEANING AND FLUSHING M-0700-1 SYSTEM SUCK BACK TANK PLANS ENERGY DISSIPATION ENLARGED PLAN SHEETS SCALE: 3/8"=1'-0" 34 GRADING PLANS FOR: -lA POSlllDON RfSOIIJe('.F~ ,r"' ARCADIS /t;o:~h~;:~ ,lfl-hi I :No.C80821'2, m RCE EXP. DATE 1-----+--+----------------+---+----+---+----I APP~~: ~vl,_Awll ~ *~ $,-~ ~* K· SD oi!-I DE t--~R~E~Vi~EWE~D~B~Yt,---=:::.'.:.:-===--------1~[Et==r:&:==2rli~:Jli'H'C.Al:.~~===r==i==@w!D~ci EN~ MANAGER PE 41204 EXPIRES 3/31/15 DATE ,..,~ tv,'-J~ """ I :5/B/12 11' New Slleer 6 1:D r,,v,1, r-11t:1 oWN BY: A. R1vAs I PROJECT No. I DRAWING No. OFCAsl~<:i KIEWIISHEAfiJ ~ DATE INITIAL DATE INlllAL DATE INlllAL CHKD BY: B. LETO ,. '1,'"'··•' ~~ -technologies ltd. ENGINEER OF woRK REVISION DESCRIPTION o11-1ER APPROVAL CITY APPROVAL RVWD BY: P. TYMKI RP 05-12A 463-6D SCALE AS SHOWN DATE MAY 2013 FILENAME 0700-M-LO-MP-701 "AS BUil T" CARLSBAD DESALINATION PROJECT "'"', ,u,v i N SPECTOR DA TE __________ .,J..:.;,;.::.;,:.:.;,;.:.;,;_::.1...::_.:..:_:.:.;_.:.;,;.::..t.:::::::::::::::::::::::::;:;:,.::::;:::;:::;:::;:::;:::;:::;:::,::::;:::;:::;:::::J ,__ ___ _.... _____ _,_ ______ __,, _ _._........, __ ..,_ ____________ __..._ ________ a.-.,._..;,___,;,,;.__ ______ .;.....~--------.i.----- 0 w~ "' G) 0.,::.. -..,0) t~ 0) 0 .... /1 ~-703 WARNING 0 -' If THIS BAR DOES NOT MEASlRE 1" THEN DRAWING iS NOT TO SCALE SCALE AS SHOWN ... / 2 ◄ M-703 ·-·--····--·---•----------··-----------··-•---·--··---· --------·-·-·-- -WALL BELOW -·----·-··r··-·--· ~ ··---------·-·----------------------··--·--·--;::.;;,- : ----------------I --30" MANWAY WITH BLIND FLANGE. SE~ PIPE PEN. DETAIL® SHEET M-0000-1 I I ><: I ~ ~-d i = -------------·•--·------------------~--~= ---1----====•!,___ __ w+ ' ' I ' 15'-9" /' ~~ 0 -I "' -~~ -1-------+-----+----------'k '--------------·-----·-·-----· 20" FROM CASCADE, SEE NOTE 1. SEE PIPE PEN. DETAIL@ SHEET M-0000-1 ✓\-,-! \ 1 1 ---.-1-H----c I ----------·-------·---------------··-~ --------J-' N I 'in ---~---------~--.---------------------t-------___ _,,. • PLAN AT EL 67.3' SCALE: 1/4"=1'-0" 5'-5·-~ 1/4" CHECKERED PLATE 1 1/2" 1/4" ...... ,. 1 M-70~ 316 SS L2 X 1 1/2 X 1/4 (LLV) STIFFENER, ~ BAR 1/2" x 1/4" NOTE: SEE NOTE 2 ---;~ \ ~I-~, ~,-,,1--_,~.,-,~-..--..~-'-~-'-c---d-c---c-""1 ~ r--- 1 L-,-----,-'.;,-:;; I'--:::--< TYP 316 V 2-6 NOTES: 1. ALL MATERIALS TO BE 316 SS L2 1/2 X 2 1/2 X 1/4 .. PROCESS MECHANICAL SHEETS ARE BEING PROVIDED AT THIS TIME FOR DIMENSIONING OF MECHANICAL ELEMENTS (OPERATIONAL VOLUME STRUCTURE, PIPE PENETRATIONS AND PUMP LOCATIONS). ADDITIONAL PROCESS/MECHANICAL DESIGN FOR THIS STRUCTURE WILL BE COMPLETED AT A LATER DATE. 2. PROVIDE THREE STIFFENERS, 6' -0" LONG, SPACED EQUALLY ON UNDERSIDE OF COVER CHECKER PLATE COVER DETAIL SCALE: NONE 4'-11 7/8" 6'-6 3/4" SO. ___ ;...--·--·-··---·-··--· ------···-·-··-···-······-· .. --•-··--···--·------.... .-.. --·-"! 0 -I 0 - LIFTING EYE (TYP OF 2) 316 SS COVER SEE DETAIL THIS SHEET ' n I · ... I I I ' ' ' ! r ---·-------------------•a.-·--.. -. ----· •. ~ ••.•• I I I I I I I I I I I I " -------·-·--,. ---------.. ---------· -. ') i ~ ' ! 6 ~-12• VENT (Tff,) SEE 'oETAIL 1 M-0000- l -•)}------ ! ; i-------.--_,~> 1 ] 1 I ,,. ,,/·· i I '-. / ; ' I I -, -' I I ~ /A----. I ~"rf±I~1~ '',·,,. Ji ~ -~I}I--1" : 1 ~!.t-:l·l-;:,h ____ ·~~ _ _ ______ _ i -6" FOR LIT, SEE DETAIL f5\ I ~ I '---.__,/ ··•···· 1 '---.__,/ I I I I I I I I ' I I I I I I ' ! I ' I I ! ' ' I I ' - ' ' <C> I <O • i ' I I --+----i--i -E ,-I I ' ' I ! ~ ,.._ 0 -I 0 I I SLOPE @ 0.3% 1 L---------------------------·----____________ J I i I - I ---L----1---------------------·----____ , ____ , ______ ,, ________________ j ____ -'\, 11'-10· • r.tJ CJ z - ROOF FRAMING PLAN SCALE: 1/4"=1'-Q" ! C I--:ii 0:: w a. C NOTES: 1. CENTERLINE ELEVATION 60.27 FEET. 2, MANWAYS AND BLIND FLANGES ARE TO BE CONSTRUCTED GRP. ~ ~: co r.tJ ~ ..J 0:: ~ 0 u. C 2' 4' 8' 0 ,. .. , .. - -····· ~ -(.) DRAWING NUMBER AREA 0700 CLEANING AND FLUSHING M-0700-2 SYSTEM SUCK BACK TANK PLANS ~ CITY OF CARLSBAD ~ 1----4---l---------------+--t--+--t--, ~ ENGINEERING DEPARTMENT ~ 1---+--+----------------+--t----t---t--, GRADING PLANS FOR: "AS BlJIL T" CARLSBAD DESALINATION PROJECT DATE MAY 2013 POSEIDON Rr,Sf)lll(Cl,\ ARCADI FILENAME 0700-M-LO-MP-702 DATE 4J10E technologies ltd. l--_;R~C::!:E=:::===:.._..=E::'.:XP'.:.;-.===:.._--------1-_~~-I--+-,..-----., _,,.----,.,-,-,.-7-0"-r.a,:,..-..,.----!---+--i,:,:;:;-?,-,.t-;;-;-;.---1 ENGEIRING MANAGER PE 41204 EXPIRES 3/31 /15 REVIEWED BY: ~.5/'!!.8":!.!!.l/2,~--+Ll.l..11\ _ _.Nlll=~__,,.:lH=t::'.c!-',!c!'T _ _!,A~l),,~,a~'l!=D:___ __ +-::-:-::;--t-;;;;,;;-;-;-f&,/-,'l;!U,!;c!W';!-r"-3+-'~~vf'';;-;-;--i DWN BY: A RIVAS PROJECT NO, DA TE INITIAL i---='D __ A TE-=---'-'--IN_l11_AL-+_D_AT_E-'-_IN_ITI_AL-1 CHKD BY: B, LETO RP 05_ 12A ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P, 1YMKI AP~: XJ},i_ v;;;z,K1 INSPECTOR DATE ~j3 DAit DRAWING NO. 463-60 0 ~ (.,J (.,J Ci) 0~ -fl O') ~'f O') 0 EL 41.70' PUMP INFORM A TlON INCLUDING EQUIPMENT PAD mv,,o, ON HCW -\ (3) 12" PVC SCH. 80 VENT UNES ----~ ' ~ ,~, ------\· -.... ~"'---"-.-·-.·-=-·········-7 ~ •.----•---· ·----------.-.~.--- EL 71.00' 48" TO POST TREATMENT PUMPS--, ~--- 11 ti: EL 46.12' 11 -------------+-·· I I , 11 . -- ~-----·---· EQ. EQ. I \ I I:: I I l I I ~····rrrrTnTTrrr·rr· J ···Tr·Tr-rr·,T··Tr .. T1··· ... J.LJLlLJ.L l! LLJ1. ·· 1· ....... LL.11 . ..LL .. lL ... ll • .LL. l I I ti: EL 51.82' I ....--...• _ --···------- 1 I ·7r,r·1T·1T·r,rr-· j -rr·-:-·,n·n-r,-~ .JJ .. 1L.ll .. LLJl_JL .... 1 ... LLJJ_JL.U .LLLLJL.1 I l ·---30" MANWAY WITH BLIND FLANGE I \ \, '- I if---_. -tit-----~t_E_L_4_4_.4_' _ ,,~ \ ',~~ I .,. """"·-----···'"" ···-···-"-··--· --·-·--··-------------------------·-· ... .LL l.L.LL.JL.LLLLJL .. ..L ... l .. u.u __ ,J_ .!.L. .LLJL.1 l . ti: EL 44.4' 30" MANWAY r48" TO WITH BLIND 24" TO CLEAN FLANGE-~ PRODUCT FLUSH PUMPS\ __ ---I WATER TANK ti: EL 31.6' F T - ti: EL 29.6' ~---: "_J_I : ______ -_-_·_111·----------------·----l JL_4: __ -i----------, t EL 30.6' I NOTES: 1. SLAB AT ELEVATION 41.7' WILL HAVE TWO UNUSED VENT HOLES. SLAB AT ELEVATION 48.3' WILL HAVE ONE UNUSED VENT HOLE. PLUG THESE HOLES WITH SIKA 328 NON-SHRINK GROUT. ~-----·--------J @ SECTION 1/4" -1'-0" NOTE: PROCESS MECHANICAL SHEETS ARE BEING PROVIDED AT THIS TIME FOR DIMENSIONING OF MECHANICAL ELEMENTS (OPERATIONAL VOLUME STRUCTURE, PIPE PENETRATIONS AND PUMP LOCATIONS). ADDITIONAL PROCESS/MECHANICAL DESIGN FOR THIS STRUCTURE WILL BE COMPLETED AT A LATER DA TE. I f .. ... ·i··1 I ······-· -···· ····-·---· -· .... ·-. ....... . -.. ·-·•-···"•· -•.. , I I I I I I I I I I I I r····•---~----~--··----'--------... ···-··--·····-·-·-·--·---J I I I i II 1' 1' I I 1. I I I ' I I I I 1 I l 1 ,--.J ; : SEE NOTE 1-----,..__ I I I ! I I I II J I I EL 56.5' rr 1 11 ·r· r --;------- 1 , i I I• ' I I I i,.I 1-·--r r- 1 I I j i I I I ' ' I I i i I ~... ~-· '. ,,· 1 1 I EL 48.3' Lrr )r -f 1.J ~>------ 1 -1.UJ..Li. . .lrl '·7 I \ i I I I r 1 , rr ) nj ---+-I ___ E_L _41_.7_' I; . I ' ' ' I r~ 1 .•. J .. · ,.L,J.1 1 I i "-1 I ' I i l 1 I i, EQ. i' EQ. } i (1 I : t i I I · , ti: EL 31.6' 1 j i l_ _ _ _ _ _ __ _ _ l , , _ . 1 I I---·"--"-•·-~ •. , . , ! : ____ ··----···'"-'··--··--··· ............ ·----···· .. ········· ... ······-·-·-· ......... -.............. _.. ---J @SECTION M-701 1/4" -1'-0" 0 ,, ' (/) (!) z -~ ~ C I--:i ~ w 0. C <( co (/) ..J ct: <( 0 LL 0 s· ~ -0 DRAWING NUMBER AREA 0700 CLEANING ANO FLUSHING M-0700-3 SYSTEM SUCK BACK TANK SECTIONS ~ CITY OF CARLSBAD ~ 1----+--+----------------+----t-----1---t-----1 L]1_j ENGINEERING DEPARTlv1ENT ~ 1----+----I ~----------.. ------------~ 1------...---------,,-----------.---------,,-------------------..-------------.---------------------t--1 -,--------------1 ~-'T-ii_'T_I GRADING PLANS FOR: 1---+----.------------1----1----+--+--1 CARLSBAD DESALINATION PROJECT WARNING IF 1HIS BAR OOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE SCALE AS SHOWN DATE MAY 2013 FILENAME 0700-M·SC-MP·703 p O s Ii J I) 0 N R. F. ,~ t> 11 K ,, r S 1'1ARCADI 010E technologies ltd. "AS BUil T" DATE APPR\}'§1 D: QLp:N K1 VA~ ~E I l----+--+---------------·+----+---1----1-----1 Pl,.,. X 7/.4 J , L _ _:R~C~E:;:::~~::---=E:'.:'.XP:.:.·-===--------{,.,.,.,..,.,,...j_-+-,,--~=.--=,..,,....----..-..,....-,.----+--+---+:--r.:-;-r:;;.+-----::--1 "'-'------r ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 RE\/iEWED BY: i-:1.::,=''B.c.:1'/,=.'~:+-,.~41,,,1.111..._\_!..!M.,.'E..e.We,____:.511.='E.,,,.,e.e.,1c.......:'-!!eAO=µ'E,:.e·L::::.'J ____ +---l-----f"''"c.e:l,~=:,)/tC!.;3,::_µ6e,.vP=..-1 DWN BY: A.R IYAS INSPECTOR DATE DATE INITIAL DATE INITIAL DATE iNITIAL CHKD BY: B. LETO REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: P. TYMKI ENGINEER OF WORK PROJECT NO. RP 05-12A DRAWING NO. 463-6D CJ w :e ,i:.G) 0 .,::. -fl O') WW .,::. C, 0 CD N I u ii u -~ " a "" w 0 0 2 0 0 ~ a "' ru c u "' " I ; 80 ~ 60 - 40 ~-20 -. 0 20+00 / BEGIN WALL / ~ ~ ' - \ \ . ' r ' A1 J ( A2) -'-' A3 ' WEST WALL PLAN SCALE: 1" = 20' . - - - CABLE RAILING I SEE NOTE 1 I - ~ ~ , ~ _, ' ' ' ~ ' T- RIP RAP LIMITS OF GRADING SEE NOTE 6 fi ~ PVC-16"-SD ,--END WALL I / ,--FINISHED GRND -I/ , ' r"'"-\' ~EXISTING- PVC-21"-SD 80 ~- 60 40 ~ \ ~ ( A7) GRND -.. 20 SPLIT FACE WALL '-BOTTOM OF WALL '\. \ ~ SEE NOTE 5 I FG MATCH TO ' \ PVC-15"-SD ' / ' EXISTING GROUND , ,X 1)-SEE UTILITY PLAN DWG I \ A4 >-sEE NOTE 3 --1 A5 A6 463-6D FOR PLAN AND I ' . PROFILE I I 0 I I ' I I 21+00 22+00 22+75 WEST WALL PROFILE SCALE: 1" = 20' NOTES 1. CONSTRUCT SPLIT FACE MESA BLOCK RETAINING WALL WITH CABLE RAILING. CABLE RAILING SHALL BE PER CAL TRANS REVISED STANDARD PLAN B11-47. GEOGRID REINFORCING BY TENSAR. 2. SEE DETAIL 1 FOR EXISTING RETAINING WALL DEMOLITION DETAILS. 3. FINISH GRADE AT FACE OF WALL SHALL BE A MINIMUM 1.0' ABOVE TOP STABILIZING PAD. 4. SEE GRADING PLAN DWG 463-6D FOR RETAINING WALL SECTIONS, SHEET REFERENCE CALLOUTS, AND SURFACE/UTILITY IMPROVEMENTS. 5. FOR RETAINING WALL CONSTRUCTION DETAILS, REFER TO MSE SHOP STRUCTURE DRAWINGS BY TENSAR DATED 11/08/2013. 6. NO PERMANENT GRADING SHALL TAKE PLACE OUTSIDE Of TJ-lE LEASE AREA UNTIL A LETTER IS PROVIDED TO Tl-lE CITY OF CARLSBAD INSPECTION STATING APPROVAL TO DO SO BY NRG. WALL SEGMENT BEGll'-I STA END STA TOW TSP A1 20+16.10 20+30.0 37.95 29.95 A2 20+30.0 20+66.0 37.95 25.45 A3 20+66.0 20+91.0 . 37.95 20.45 A4 20+91.0 21+56.D 37.95 21.95 AS 21+56.D 21+73.D 37.95 23.45 A6 21+73.0 21+86.D 37.95 25.95 A7 21+86.0 22+36.9 37.95 29.95 H 8.00 12.50 17.50 16.00 14.50 12.00 8.00 SAWCUT EXISTING ASPHALT TO NEAT EDGE AND REPLACE WITH CONCRETE EXIST WALL TO BE REMOVED EXISTING CONCRETE SWALE .,, EXIST WALL . I EXIST WALL FOOTER I ED ~SETAILED I EXIST PAVEMENT TO BE REMOVED • SAW CUT EXISTING PAVEMENT PLAN DRAWING SUMBEP C-121 B WEST RETAINING WAIJ.. PLAN AND PROFILE Cl) (!) z ~ a:: 0 1--~ 0::: w C. 0 <( OJ Cl) .J 0::: <( (.) u. 0 ~ -(.) G'.t---------,'-------ir:::::-:-:-:---:::-7.::=::::---.-----r-------------'--r----------r-------------r-t--t------------i---t---t--i----J 8 SCALE AS INDICATED :, ~ POSEIDON WATER "AS BUil T" ~ CITY OF CARLSBAD 'SHEETS' i---;----it---------------+--t---t----1-------1 u§_j ENGINEERING DEPARTMENT 36 t-----t---t----------------+--+---+---t----1 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT V> !;! DATE NOVEMBER 2013 I "' ~ WARNING a FILENAME 1300-C-GP-MP-121 B ARCADI : l~f~o~:~~~1; KSD '~ :~~IEWED BY: EXP. DATE ID 16 13 JP ADD RETAJNING W,\ll; ADD SIJE£TS 35 & 36 1-18-I v, :~~➔:"'1N-EE-R~~:~~4,r~:-~A""~~E=R·_,_p__.~lf)l'-'4""12'":"':"-;-~-IR_E_S_3_31-15-,,~,~;{! gJ NOT TO SCALE KIEWITSHf.!\ ~ IDE DA'TC: INITIAL DA'TC: INITIAL DATE INITIAL DWN BY: s. PED Q PROJECT NO. DRAWING NO. ~ 0'"''11"''"" technologies lid. CHKD BY: R.BUEWJ• O 1 ~._ ______________ ,L _______ ..1. _________ ..J. __ ..:...:..:..:....:.._..1. _____ .;...._-====--------...l-------=------...l..--~IN~S~P~EC~T~O~R~--------....!:D~A~TE~."---_JtE:NG:IN:E~ER~~:..~::::RJKL ___ R_E_v_,_s_1o_N_:O~E~S~C~R~I-P_T1_0_N ____ ~o~~:rn:.:A:PP:R~OV:A~L.1.~c~1IT:_:AP:P:RO~V:AL::J.~R~V~W~D=BY~:~J~.P~R~IO~~=.,!;;:::;;:::~R~P::::;~5-;;;;;;2A:::;;;:::~~~4=6=3-~6~C:::~ ,. I u " o a 0 0 cO ;; 0 u V, I "-:, I "-<:, I u I 8 ,,, ;;- J > u / I" w w " / 8 ~ ,,, .. / 6 "" "- .. I () () 80 ------------60 ------ 40 . . - 20 0 29+75 30+00 SOUTH WALL PLAN SCALE: 1" = 20' - BOTTOM OF WALL FG MATCH TO EXISTING GROUND EXISTING 96" SD EXISTING FH TO PROTECT IN PLACE ----- -GUARDRAIL I SEE NOTE 2 {s2)--,: B4Xse }-~ SEE NOTE 1 \ j ' '\ \ BEGIN WALL-'-' ' ~~ ; ~· ~,, :Ii ,, . I if , I I I ' ' / / I I I I I I (s1)-(s3 (ss}i , (<ss y'(s11, >/-(s13. 7'\B15 ' B7 I ( -~ B17 \ ·, , ,---I_ ,--( __J ,.L. \ j -I <B10) (_s12) \B14) { BB {B16) I \___, '-J I I ,'_} EXISTING 96" SD 31+00 INV EL: 8.1± SOUTH WALL PROFILE SCALE: 1" = 20' ·------- ----- ,,,, PVC-6"-PRW ---- --------- ,--CAUTION! -, IEXISTING 12" HPG1 , ______ _ 80 60 ,-SP T FACE MESA -EXISTING I BL, ,K WALL I GRND I ~~· , ,...., I C. "1' FINISHED / -END WALL I GRND I I I 40 I L -. - -"" -· -__ ,_ ... --. -~ \ ~ '' --f-·--··-r---------\ 20 ' B18 ------, ~:,g IX) i--"' ~= <O ~ ~ ~ N ,...: oi n:i ~ .--: "''° ~ ~ vN "' IXl N -+ r:; '-' ;t ~ +.. + .. <.!) N 0 '-'~~ -C,N~ 11. I')-' 11. I') 11. I') 11. I') J: LIJ :!: :!: L,J :!: a ~> a ~ > 32+00~~~ ~~~ ~tnZ 32+75 ~ (/) ~ NOTES 1. FINISH GRADE AT FACE OF WALL SHALL BE A MINIMUM OF 1.0' ABOVE TOP OF STABILIZING PAD. 2. CONSTRUCT SPLIT FACE MESA BLOCK RETAINING WALL WITH GUARD RAILINGS. SEE GRADING PLAN DWG 463-3D, DETAIL 4, SHEET 19 FOR GUARD RAILING DETAILS. 3. SEE GRADING PLAN DWG 463-3D FOR RETAINING WALL SECTION, SHEET REFERENCE CALL OUTS, AND SURFACE/UTILITY IMPROVEMENTS. 4. FOR RETAINING WALL CONSTRUCTION DETAILS, REFER TO MSE SHOP STRUCTURE DRAWINGS BY TENSAR DATED 11/08/2013. 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. WALL SEGMENT BEGIN STA END STA TOW TSP 81 30+75.0 30+78.0 28.50 26.50 82 30+78.0 30+81.0 29.00 26.50 83 30+81.0 30+87.0 29.50 26.75 84 30+87.0 30+90.0 30.50 27.00 85 30+90.0 30+96.0 31.00 27.00 86 30+96.0 31+02.0 31.50 27.00 87 31+02.0 31+08.0 32.00 27.50 88 31+08.0 31+14.0 32.75 27.75 89 31+14.0 31+20.0 33.25 27.75 810 31+20.0 31+26.0 34.00 28.00 811 31+26.0 31+32.0 34.50 28.50 B12 31+32.0 31+38.0 35.00 28.50 813 31+38.0 31+44.0 35.50 29.00 814 31+44.0 31+50.0 36.25 29.50 815 31+50.0 31+56.0 37.00 29.50 816 31+56.0 31+62.0 37.50 29.50 B17 31+62.0 31+68.0 38.00 30.00 818 31+68.0 31+84.0 38.50 30.00 H 2.00 2.50 2.75 3.50 4.00 4.50 4.50 5.00 5.50 6.00 6.00 6.50 6.50 7.25 7.50 8.00 8.00 a.so DRAWING NUMBER SOUTH RETAINING WALL C-121 F PLAN AND PROFILE en <.:> z ! 0:: C 1--:ii 0::: w a. 0 <( CJ en -.I 0::: <( {.) u.. 0 ~ -{.) / a <( u <( / ~ CITY OF CARLSBAD ISHEETSI l----+--t---------------+---t---t-----lt----1 ~ ENGINEERING DEPARTMENT 36 f---l---1-----------------+--+---+--+---i oi "-00"'~ 1---------.------~--,.--------.-----------.-----------------------..-----,-,A-s_B_U_I_LT-,-, -----tl----_--+-r-_-_--+-r-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---t-r_-_-_7--_-_7--_-_----t-r--~7 _ SCALE AS INDICATED WARNING ~ AR CAD I : 0 DATE NOVEMBER 2013 \._~ POSEIDON WATER. <( FILENAME 13D0-C-GP-MP-121F DATE AP~ED: ____ G,I(, 7 L. V~fhPE~I ~ RE EXP LJ./:1,,, l:'~ 11-18-13 GRADING PLANS FOR: CARLSBAD DESALINATION PROJECT .ls IF THIS BAR DOES KSD t C • ENNEERING MANAGER PE 41204 EXPIRES 3 31 15 DATE z NOT MEASURE ,. -I DE REVIEWED BY: ADD REl/,NJNG WALL·, ADD SHEETS 35 & 36 ''-. t.'"-/" '-'o ~ THEN DRAWlNG IS ~ 10 16 13 JP ' " " ~.., DWN BY: . PEDRO PROJECT NO. DRAWING NO. -NOT TO SCALE ~s " ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD SY·. R.BUE""J "' KIE\'/ .. H,,., Cj.L RP 05-12A 463-6C ~ L ______________ .J _______ _JL _________ L_.::.:..:::.~~-_JL ______ __..:!!--~":"'.:'.'":To::"~-------_j---_:te:::c::,h::_n:::ol:og:ie:::s~l:td::_. ___ _l __ ,!!:!=~SI!:~---------~~---.JLE:Nc:1N::'.E:'.ER:_OF:::._w:□:R:JKL __ _:R.:,E:,V.:,l,:S.:,IO:_:N.:._:D:_:E:_:S:_:C:_:R,::l:._P.:_Tl:_:O.:_N:..._ ___ J.:o~TH:E::R.:_Af':::P'.:'.R'..':ov::'.A::_LJ__::c::_irv:._:AP:P::R□~v:A'.:.L .l..:R::V::W;:;D;;;:;;;8Y:;;;:;;;J;;;.P;;;R;:;1o;;R~;;;;;;;;;;;;;;;::;;;;;;;;:::::::;;;;;;;;;;;;;;;;:.:;;;;;;;;:::::::;::::~ .:: INSPECTOR DATE