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Home My WebLink AboutDWG 428-9H; CT 15-08; CARLSBAD RANCH PLANNING AREA 5; 01-38GRAO/NG NO!ES (IN A00/710N TO THE REOIJ/REAIENTS OF CHAPTER 15.16 OF THE CARLSBAD J.11/NICIPAL CODE) !. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD RECARO/NC GRAD/NC SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR710N OF THE CARLSBAD MUNICIPAL COO£, RESOl.//710N OF CONOl110NAL APPROVAL, CITY STANDARDS OR OTHER A00/110NAL OOCIJAIENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO,J£CT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS ll'f/EN NON-CONFORMANCE IS DISCOVERED. .J. CITY APPROfi4L OF PLANS OOES NOT RELIEVE THE DEVELOPER OR ENCINEER-OF-IYORK FROM RESPONSIBILITY FOR THE CORREC110N OF ERRORS ANO OMISSIONS 0/SCOVEREO OUR/NC CONSTRtJC110N. ALL PLAN REVISIONS SHALL BE PROMPT!.Y SUBMITTEO TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENC/NEER lt?LL BE REQUIRED FOR ANY /YORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERAI/TJSSUANCE; A CER11RCATE OF INSURANCE MUST BE RLEO NAM/NC THE CITY OF CARLSBAD AS AN A00/710NAL INSURED ON THE PERAI/TTEE's POLICY IN THE M/NIM//M AMO/INT OF /1,000,000.00 FOR EA_CH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY _HR/71NC THE POLICY MUST HA 1£ A RA11NC OF';/-• OR BET7ER ANO A SIZE CATEGORY OF CLASS V OR BET7ER AS ESTABLISHED BY "BESIS' KEY RA71NG CU/OE. 5. UNLESS EXEMPTED BY SEC110N JO!.(b)5 OF THE UNIFORM BU/LO/NG COO£, RETAIN/NC WALLS 0//TSIOE OF PUBLIC RIGHT OF WAY REOIJIRE SEPARA lE PERAi/TS FROM THE BU/LO/NC DEPARTMENT. 6. NO /YORK SHALL BE COMMENCED UN11L ALL PERAi/TS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENC/NEER I;OES NOT AUTHORIZE ANY /YORK OR CRAO/NC TO BE PERFORMED UN11L THE PROPERTY OWNER's PERAIISS/ON HAS BEEN 08TAINEO ANO A VALID CRAO/NC PERMIT HAS BEEN ISSUED. 8. NO REVISIONS it!LL BE AIAOE TO THESE PLANS lt17HO//T 1HE HRIT7EN APPROVAL OF THE CITY ENC/NEER. NO!EO lt?lHIN THE RE/IJSION Bt.OCK, ON THE APPROPR/AlE SHEET OF THE PLANS ANO 1HE T/11.E SHEET. 9. ORIGINAL ORAlt?NCS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NC SICNEO BY 7HE CITY ENC/NEER. /0. THE ORIGINAL ORAlt?NC SHALL BE RE/IJSEO TO REfZECT AS-BU/LT CONDITIONS BY THE ENCINEER-OF-IYORK PRIOR TO RNAL ACCEPTANCE OF THE /YORK BY THE CITY. Jt. ACCESS FOR RR£ ANO OTHER EMERGENCY VEHICLES SH.ALL BE AIAINTA/NEO TO THE PROJECT SITE AT ALL TIMES OUR/NC CONSTR//CTION. 12. ll'f/ERE TRENCHES ARE lt11HIN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO OF: (A) SUMMARY SHEET, (B) LABORATORY /YORK SHEETS .ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENC/NEER OF 1HE STATE OF CALIFORNIA, PR/NC/PALLY 1JO/NC BUSINESS IN HE RELO OF APPLIED Sl¥LS MECHANICS. 1HE Sl¥LS REPORT lt?LL BE SUBJ.I/T7EO TO THE CITY ENC/NEER/NC INSPECTOR lt?THIN TIYO /YORK/NC OA Y.S OF 1HE COMPLETION OF REL1J !ES.TS. t.J. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIRCATION RECAROINC AOHEREN.CE TO RECOMAIENOA110NS O//T//NE1J IN THE SO/L_S REPORT IS REOIJIRE1J PRIOR TO THE ISSUANCE OF A BU/LO/NC PERMIT. ALL CONTROi.LEO CRA1J/NC SHALL BE DONE UNDER 7HE DIRECTION OF A PROFESSIONAL ENC/NEER Of 1HE STA!E OF CALIFORNIA PRlivCIPALL Y OOINC BUSINESS IN THE REL1J OF APPLIED SOILS MECHANICS. ALL RLL OR FUTURE RLL AREAS SHALL BE CONSTRUC!EO IN ACCORDANCE lt?TH 1HE CITY OF CARLSBAD STANOAR1J SPECIRCA710NS ANO 1HE "EAR1HWORK SPECIRCA710NS' ATTACHED TO 1HE PRELIMINARY SOILS INVES11CA TION. DAILY RELO COMPAC710N REPORTS lt?LL BE S//BAI/TlEO TO 1HE PRO,J£CT INSPECTOR. 14. A PRE CONSTRIICllON MEE77NC SHALL B£ HELD AT THE S/1E PRIOR TO TH£ BEGINNING OF M)RK ANO SHALL BE AT1FN1JE1J BY ALL REPRESENTA11VES RESPONSIBLE FOR CONSTR//C110N. INSPECTION. SIIP£Rll!S/ON. !ESTINCANO ALL OIHER ASPECIS OF THE /YORK. THE CONTRACTOR SHALL REOIJEST A PRE-CONSTRUCT/ON MEET/NC BY CALL/NC 1HE !NfPEC110N LINE AT (760) 438-389! AT LEAST RVE (5) /YORK/NC OAY.S PRIOR TO STAR71NC CONSTR//C110N. lHE CONTRACTOR HfLL THEN BE CONTAC!E1J BY 1HE PRO,J£CT INSPECTOR TO COOROIN,4TE A 1JA1E ANO 71AIE FOR THE PRE-CONSTRUCTION AIEE11NC. APPROVED ORAlt?NCS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1HE GRAD/NC PERMIT HfLL BE PRO/IJOEO BY THE PRO,J£CT INSPECTOR AT THE MEE71NC. 15. ALL INSPECllON REQUESIS OTHER THAN FOR 7H£ PRE CONSTRUC1JON MEET/NC HfLL BE MAO£ BY CALL/NC lHE ENC/NEER/NC 24 HO//R INSPECTION RE/J//£ST LINE AT (760) 438 3891. INSPECTION REO/JEST MUST BE RECEIVED PRIOR TO 2.·00 P.AI.. ON THE OA Y BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS lt?LL BE MADE lHE NEXT /YORK 1JAY UNLESS Y(!I.I REClllEST OlHERlt?SE. REOUESTS MADE AFTER 2:00 P.AI. HfLL BE SCHEDULED FOR TIYO FULL /YORK OA Y.S LA !ER. 16. THE OWNER AND/OR APPLICANT 1HRO//GH THE DEVELOPER ANO/OR CONTRACTOR Sf(ALL 0£S/CN, CONSTRUCT ANO MAINTAIN ALL SAFETY [}E/IJCES, /NCL//0/NC SHOR/NC, ANO SHALL BE SOI.ELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STA lE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AN1J REC//LA710NS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBAIITTINC A DETAIL PLAN TO THE CITY ENC/NEER ANO/OR CONCERNED AGENCY SHOlt?NC THE 1JESICN OF SHlWINC. BRACING SLt!"INC OR OlHER PRO/IJS/ONS TO BE MAO£ OF IYORKER PROTEC110N FROM THE HAZ.ARO OF CA/IJNC CRO//NO OdRINC 1HE EXCAVATION OF SUCH TRENCH OR TRENCHES OR 0//RINC THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREP-/1/i'EO FOR ALL TRENCHES RVE FEET (5') OR MORE IN OEPlH ANO APPROVED BY THE CITY ENC/NEER ANO/OR CONCERN.El} AGENCY PRIOR.TO EXCAVA110N. IF THE PLAN VARIES FROM THE SHOR/NC SY.SIEM STANOAR1JS ESTABLISHED BY lHE CONSTRIJCllON SAFETY ORDERS. 7111.E 8 CALIFORNIA AOMINISTRA TIVE COO£ 7H£ PLAN SHALLBEPREPAREO BY A REC/STEREO ENC/NEER AT !HE CONTRACTOR's E}(fENSE. A COPY OF THE OSHA EXCAVA110N PERMIT All/ST BE S//BAI/TlEO TO THE INSPECTOR PRIOR TO EXCAVATION !8. NO BLAST/NC SHALL BE PERFORl,IEO IIN71L A fi4L/O BL.AS11NC PERMIT HAS BEEN OBTAINED FRtJJ.I THE CITY OF CARLSBAD. SUBAI/T APPLICATION FOR BLAS11NC PERMIT lfEl.L IN ADVANCE OF lHE SCHEOULINC OF BLAS71NC OPERAlfONS. !9. IF ANY ARCHAEOI.OCICAL RESOURCES ARE DISCOVERED lt?THIN ANY /YORK AREA OUR/NC CONS.TR/JCT/ON. OPERA110NS HfLL CEASEIMMEllJATELY. ANO THE PERAI/TlEE HfLL N011FY THE CITY ENC/NEER. OPERA110NS HfLL NOT REST(IRT UN11L THE PERMITTEE HAS RECEIVED fllRITlEN Al/THOR/TY FROM THE CITY ENC/NEER TO 00 SO. 20. ALL OPERA110NS CON1JUC!E1J ON THE S/lE OR ADJACENT THERETO, INCL//0/NC WARM/NC UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHAIOWNC EOIJIPA(ENT, CONSTR//C110N £01/IPAIENT ANO ANY OlHER ASSOC/AlEO GRAOINC EOIJIPAIENT SHALL BE LIM/TEO TO THE PERIOD BET/fEEN 7.·00 A._AI. ANO 6:00 P.AI. EACH OAY, MONDAY THROUCH FRIDAY ANO NO EARTHM0/1/NC OR CRAOINC OPERA110NS SHALL BE CONOUC!EO ON 11£El(ENOS OR HOLIOAY.S (A LIST OF CITY HOL/OAY.S IS AVAILABLE AT THE ENC/NEER/NC DEPARTMENT CO/INTER) 21. ALL Off SIIE HA/IL ROIJ!ES SHALL 8£ Sl/Bl,IITTEO BY TflE CONlRACTOR TO THE CITY ENC/NEER FOR .APPROVAL TWO fl/LL /YORK/NC 1JA Y.S PRIOR TO BFC!NNINC OF /YORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WAS.ff AIA!ER/AL SHALL BE OEPOS/1E1J AT, A SITE APPROVED BY THE CITY ENC/NEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAAIACE OCC//RR/NC ALONC_lHE HA/IL ROI/JES OR ADJACENT STRFEIS AS A RESULT OF 7H£ CRA1JINC OPERA710N. 2.J. BRl/SH SHALL BE REMOVED ONLY lt?THIN THE AREA TO BE C/rAOEO. NO TREES ARE TO BE REMOVED UNLESS SPECIRCALLY N01E1J ON lHE PLAN. 24. ALL AREAS SHALL BE CRAOEO TO DRAIN. CRAOINC RES.UL 11NC IN THE POND/NC OF WATER IS NOT PERAI/TlEO. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A AIIN//.11//.I ONE PERCENT Si.OPE. 25. THESE PLANS ARE SUBJECT TO A SICNEO ANO APPROVED SET OF EROSION CONTROi. PLANS. EROSION CONTROi. SHALL BE AS SHOWN AN1J AS APPROVED BY THE CITY ENC/NEER OR AS [I/RECTEO BY THE PROJECT!NSPECTQR. 26. ALL SLOPES SHALL BE TR//.1/.1£0 TO A RN/SH CRAOE TO PROO/ICE A UNIFORM SURFACE AN1J CROSS SECTION. THE SllE SHALL BE LEFT IN JI NEAT AN1J OR1JERL Y CONO/llON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO 0/SPOSEO OF AT A SllE APPROVED OF BY THE CITY ENC/NEER. 27. ALL SLOPES SHALL BE /RR/CATEO, STABILIZEO, PLANTED ANO/OR HY1JRO-SEEOE1J If/THIN TEN (!O) OA Y.S OF THE TIME ll'f/EN EACH SLOPE IS BROUGHT TO C/rAOE AS SHOWN ON THE APPROVED CRAOINC PLANS. 28. LANOSCAPINC SHALL BE ACCOMPL/SIIEO ON ALL SLOPES ANO PADS AS REOIJIREO BY lHE CITY OF CARLSBAD LANDSCAPE MANUAL, 1HE LANOSCAPINC PLANS FOR lHIS PROJECT, ORAlt?NC NO. 428-91.11.1. ANO/OR AS 0/REC!EO BY THE CITY ENC/NEER OR PLANNING DIRECTOR. 29. THE OHNER/APPL/t;ANT SHALL ENS/IRE lHAT ALL CONTRACTORS'SHALL COOR1J/NA1E 1HE WORK OF THESE CRAOINC PLANS lt?TH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRICAllON PLANS ANO THE IAIPROVE/.IENT PLANS AS REQUIREO FOR !HIS WORK IN ACCORDANCE lt?TH 1HE LANDSCAPE MANUAL 11/.IE REOIJIREMENTS. JO. STOR/.1 DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE lt?TH A /.1/NI/.IU/.I 0-LOAO OF 1,350. FOR PR/VA lE STOR/.l 1JRAIN PIPES, UP TO !5" P.V /.IAY BE U11LIZEO PRO/IJOEO DEPTH IS LESS THAN !5 FEET ANO BACKRLLEO lt?TH J/4" ROCK PER SORSO S-4 TYPE t• ANO PIPE MEETS AS.TY STANDARD 3034 FOR S1JR 35 SOl./1J WALL PIPE. JI. ll'f/ERE AN EA1STINC PIPE LINE IS TO BE ABANDONED AS A RES{JL T OF THE CRA1JINC OPERATION, IT SHALL BE RE/.IOVE1J lt?TH/N TlfENTY FEET OF B//IL1JINC OR STREET AREAS ANO REPLACED lt?TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE HfLL BE PL//CCEO lt?TH CONCRETE OR RE/.IOVEO AS APPROVED BY THE CITY ENC/NEER. 32 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EA1STINC FACILITIES (ABOVE CROUN1J ANO 1/NOER CRO//NO) WITHIN lHE PROJECT SITE S//fflC/EN1lY AHEAD OF CRAOINC TO PERMIT THE RE/IJS/ON OF THE CRA1J/NC PLANS IF IT IS FOi/NO 1HA T THE ACTUAL LOCA110NS ARE IN CONfZICT lt?TH lHE PRtl"OSEO /YORK. J.J. lHE CONTRACTOR SHALL NOTIFY AFFEC!EO 1/TILITY COMPANIES (SEE BELOW) AT LEAST TIYO (2) FULL /YORK/NC OAY.S PRIOR TO START/NC C/rAO/NC NEAR 1HEIR FACILITIES AN1J SHALL COORt!'NAlE lHE /YORK HflH A COMPANY REPRESENTATI/£ 1/NOERCROUNO SER/IJCE ALERT (800) 422-4133 SOC&£ (800) 660-7343 . AT&T (800) 892-0723 71/.IE WARNER CABLE (760) 438-7741 COX COMMUN/CATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS & STOR/.1 DRAIN) (760) 434-2980 'CITY OF CARLS.BAO (SEll£R, WATER & RECLA/MEO WA!ER) (760) 438-2722 •SAN 0/ECU/TO WATER DISTRICT (760) 633-2650 'I.El/CAO/A WAS.ff WA!ER DISTRICT (760) 753-0155 •fi4LLECITOS WA!ER DISTRICT (760) 744-0460 'OI.IVENHAIN WA!ER DISTRICT (760) 753-6466 'BUENA SANITATION DISTRICT (760) 726-1340 •AS APPROPRIATE 34. PERMIT COMPLIANCE REOUIREAIENTS.· A. FOR CONTROLLElJ CRAOINC -1HE APPLICANT HIRES A CIVIL ENC/NEER, SOILS. ENC/NEER, AND/OR CEOI.OC/ST TO C/VE TECHNICAL A1J/IJC£, OBSERVE AND CONTROi. THE /YORK IN PROGRESS /15. 16. !,Z0.8/ CARLSBAD MUNICIPAL COOE. B. PRIOR TO RNAL APPROVAL OF A CRAOINC PERMIT -lHE FOI.LOlt?NC REPORTS /.II/ST BE S//B/.1/TTE/J TO THE CITY ENC/NEER /IJA THE PROJECT INSPECTOR /15. 16. !20.9 &: !OJ CARLSBAD MUNICIPAL COO£.· (!) RN.AL REPORT BY S{JPERl1S7NC ClrAO/NC ENCM"ER S(ATINC ALL &AO/NC IS COMPLETE ALL EROSION CONTROi., SLOPE PLANT/NC At{O IRRICA710N ARE INSTALLED IN CONFORMANCE lt?lH CITY CODE AN1J THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENC/NEER/NC DEPARTMENT). (2) AS-BUILT CRAOINC PLAN. (J) REPORT FROM THE SOILS ENC/NEER, ll'f/lCH /NCL//OES.RECO/.IMEN1JEO SOIL BEAR/NC CAPACl71ES, A STATEMENT AS TO THE EXPANSIVE 0//AL/TY OF THE SOIL, ANO S///.1/.IAR/ES OF RELO AN1J LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENC/NEER THAT 1HE GRAD/NC WAS DONE IN ACCORDANCE lt?TH THE REOUIRE/.IENTS AN1J RECOl,I/.IEN1JA710NS 0//11./NEO IN lHE PRELIMINARY SOILS REPORT AN1J ANY SUPPLEMENTS THERETO. (4)REPORT lt?TH AS-BIi/LT CEOI.OC/C PLAN, IF REOIJIREO BY lHE CITY. 35. UNLESS A CRAO/NC PERMIT FOR THIS PROJECT IS ISSUED lt?lHIN ONE (1) YEAR AFTER THE CITY ENC/NEER's APPROVAL, THESE PLANS /.IA Y BE RE0/1/REO TO BE RES//B/.1/TTEO FOR PLAN CHECK. PLAN CHECK FEES lt?LL BE REQUIRED FOR ANY SI/CH RECHECK. 36. lHE SOILS REPORT Till.ED {CEO TECHNICAL INl(fSTICATION.. /.IARBRISA RESORIS PHASE Ill. GRANO PAC/RC RESORTS PREPARED BY (l.fTCI... OATEO APRIL 24. 2015. INCL//0/NC ALL //P1JA TES, SHALL BE CONSIDERED AS A PART OF 1HIS C/rAO/NC PLAN. ALL CRAOINC SHALL BE DONE IN ACCORDANCE lt?TH lHE RECOM/.IEN1JA710NS ANO SPEC/RCATIONS CONTAINED IN SA/1J SOILS REPORT. 37. ll'f/EELCHAIR RAMPS SHALL BE INSTALLED PER REO//IREMENTS OF 1111.E 24, CALIFORNIA A1J/.I/N/STRA TIVE CODE. J8. ALL SURVEY /.ION/1/.IENTS ANO POINTS 1HAT ARE DISTURBED BY THIS /YORK SHALL BE REESTABLISHEO, PERPETUATEO, AN1J OOCU/.IENTEO PER THE PROFESSIONAL LANO SURVEYORS ACT. fJEct.ARA llON OF RESPONSIBLE CHARGE I HEREBY 0£CLARE 1HAT I A/.1 THE ENC/NEER OF WORK FOR THIS PROJECT, 1HAT I HAJ,E" EXERCISED RESPONSIBLE CHARGE OVER THE 1JESICN OF THIS PRO,J£CT AS 1JERNE1J IN SEC710N 6703 OF THE BUSINESS AN1J PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT lt?TH C{JRRENT STANDARDS. I //N1JERSTANO THAT THE CHECK OF PROJECT ORA/f/NCS ANO SPECIRCATIONS BY !HE CITY OF CARLSBAD DOES NOT RELIE/,E" ME; AS ENC/NEER OF /YORK, OF /.IY RESPONSIBILITIES FOR PROJECT 1JESICN. OAlE: 2/3/20!6 EROSION CONTROL NOlES 1. IN CASE EMERGENCY /YORK IS REOIJIREO,CONTACT C/rAN1J PAC/RC RESORTS, AT (760) 5431-38500 (PHONE NUMBER) HOUSTON ARNOLD CELL/'(760) 585-8879 2. EOIJ/P/.IENT ANO /YORKERS FOR E/.IERCENCY /YORK SHALL BE /.IA1JE AVAILABLE AT ALL TIMES 01/(?INC THE RAINY SEASON. ALL NECESSARY MATERIALS SHI/LL BE STOCKPILED ON SllE AT CONJ,E"NIENT LOCATIONS TO FACILITATE RAPID CONSTRUC710N OF lE/.IPORARY 1JE/IJCES ll'f/EN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STATE SlfPP/JIVIO, IN ACCORDANCE lt?TH THE CONSTRIIC110N ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER 0/JALITY CONTROL BOARD, THE 0/JALIREO SlfPPP PRACTITIONER (OSP) SHALL 1/POA!E AN1J MAINTAIN THE WA!ER POI.LU110N CONTROi. (lfPC) PLAN TO ADDRESS 1/POA 1E1J SllE CON1J/TIONS OF THE PROJECT. THE 1/POA 1E1J lfPC PLAN AN1J 1/POA!E SlfPPP SHALL BE KEPT AT lHE PRO,J£CT SllE AND /.IAOE AVAILABLE fO TlfE CITY INSPECTOR. A01J/TIONAL CONSTR//C710N B/.IP's BEY.ONO 1HE ORIGINAL APPROVED SlfPPP SHALL BE PRO/IJOEO TO A01JRESS SITE CON0/110NS NOT ANTICIPA!EO. THE OSP SHALL REPORT B/.IP OERC/ENCIES TO THE CITY INSPECTOR. THE OSP SHALL OBTAIN APPROVAL FROM 1HE 0/JAL/REO SlfPPP DEVELOPER AN1J THE CITY INSPECTOR RECAR1J/NC ANY S!CN/RCANT CHANCES TO 8/.IP 1JEPLOWENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OE/IJCES TO /YORK/NC ORDER TO 1HE SATISFACTION OF THE CITY ENC/NEER AF!ER EACH RUN-OfF PROOUCINC RAINFALL. 5. THE CONTRACTOR SHALL INSTALL AI;1JITIONAL EROSION CONTROi. MEASURES AS /.IA Y BE REOIJIREO BY THE CITY ENC/NEER 01/E TO UNCOMPLETED CRAOINC OPERA710NS OR UNFORESEEN CIRCUMSTANCES ll'f!ICH /.IA Y ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECA//710NS TO PREVENT PUBLIC TRESPASS ONTO AREAS ll'f/ERE IAIPO//NOEO WATERS CREATE A HAZARDOUS CON0/110N. 7. ALL EROSION CONTROi. MEASURES PRO/IJOEO PER THE APPROVED C/rA1JINC PLAN SHALL BE IN.CORPORA TEO HEREON. 8. CRAOE1J AREAS ARO//NO THE PROJECT PER//.IE!ER MUST DRAIN AWAY FR0/.1 THE FACE OF SLtl"E AT THE CONCLUSION OF EACH WORK/NC OA Y. 9. ALL REMOVABLE PR01EC71/,E" OE/IJCES SHOHN SHALL BE IN PLACE AT THE ENO OF EACH IYOR/(/NC OA Y ll'f/EN THE FIVE (5) 1JA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE RE/.IOVE1J AFTER EACH RAINFALL. 10. ALL CRA VEL BAGS SHALL BE BURLAP TYPE lt?TH J/4 INCH /.1/N//.l{JJ.I ACGX'ECA 1E I!. SHOULD CER/.IINA110N OF H!'lJRO-SEEOEO SLOPES FAIL TO PRO/IJ1JE EfFEC11VE COJ,E"RACE OF C/rA1JElJ SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE Si.OPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE lt?lH SECTION 35.023 OF THE EROSION AN1J SE1JI/.IENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERfi4TION, STATE OF CALIFORNIA. lEAIPORARY EROSION CONTROL PLANllNC ANO IRRIGAllON ALL PERMANENT AND lE/.IPORARY EROSION CONTROi. PLAN71NC ANO IRRICA110N SHALL BE INSTALLED ANO /.IAINTAINEO AS REOIJIREO IN SEC710N 212 OF THE STANDARD SPEC/RCATIONS ANO THE FOLLOlt?NC.· A. HY1JRO-SEEIJINC SHALL BE APPLIED TO.· 1. ALL Si.OPES THAT ARE C/rAOEO 6: ! (HORIZONTAL TO J,E"R71CAL) OR STEEPER ll'f/EN lHEY ARE o. lHREE FEET OR /.IORE IN HEIGHT AN1J ADJACENT TO A PUBLIC WALL OR STREET. b. ALL Si.OPES 4 FEET OR /.IORE IN HEIGHT. 2. AREAS CRAOEO RATTER THAN 6.·/ ll'f/EN ANY OF THE FOLLOlt?NC CON0/710NS EA1Sl' o. NOT SCHEO//LEO FOR //.IPROJtEMENTS(CONSTR//C710N OR GENERAL LANDSCAPING) lt11HIN 60 OA Y.S OF ROI/CH CRAOINC. b. /1JEN71RE1J BY THE PARKS ANO RECREA110N DIRECTOR AS HIGHLY /IJS/BLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION /1JENTIREO BY lHE CITY ENC/NEER THAT WARRANTS IMMEO/ATE TREATMENT. B. HY1JRO-S£E1JEO AREAS SHALL BE /RR/CA lEO IN ACCORDANCE lt?TH THE FOI.LOHfNC CR/lERIA: A 1. ALL SLOPES 1HAT ARE CRA1JEO 6.·/ OR S!EEPER AN1J THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRICATEO BY HANO WA!ERINC FROM 0/JICK CO//PLERS/1-IOSE BIBS OR A CONVENTIONAL SY.SlE/.1 OF LOW PRECIP/TA110N SPRINKLER HEADS PRO/IJO/NC 100% COVERAGE. b.ClrEAlER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVEN710NAL SY.STEM OF LOW PRECIPITA110N SPRINKLER HEAOS PRO/IJ1J/NC -----[',; 100% C0/8?ACE. ;.. • .• 2. AREAS Si.tl"E1J LESS THAN 6.· I SHALL BE /RR/CA !EO AS APPROVED QY ·THE J CITY ENC/NEER, PRIOR TO HY1JRO-SEE1J/NC. THE DEVELOPER SHALL S//B/.1/Tc·~ PROPOSED SCHEME TO PRO/IJ1JE IRR/CA710N TO THE CITY ENC/NEER. THE PRtl"OSAL SHALL BE SPECIFIC RECAROINC lHE NUMBERS, TYPES AN1J COSTS OF THE ELEMENTS OF THE PROPOSED SY.STE/.1. .J. /RR/CA 110N SHALL MAINTAIN THE MOISTURE LEVEL OF lHE SOIL AT THE OPT//.IU/.1 LEVEL FOR THE GROWTH OF THE HY1JRO-SEE1JE1J GROWTH. C. HY1JRO-SEE1JINC /.1/X SHALL CONSIST.OF.ALL OF THE FOLLOlt?NC: 1. SEED /.1/X SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESC//E c. J lbs. PER ACRE OF E SCHOOi. CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA /.1/LLEFOLIA e. J lbs. PER ACRE OF AL Y.SSU/.1 (CARPET OF SNOW) t !/2 lb. PER ACRE OF 0//.IORPHOLECA q. /!EMS c,d,e, ANO f OF THIS SUBSEC110N /.IAY BE OMITTED ON LOCA110NS IIHERE THE AREA BE/NC HY1JR0-SEEOE1J IS NOT /IJS/BLE FROM EITHER A PUBLIC STREET OR RESIOEN11AL STRUCll/RES. 11. ITEM a OF THIS SUBSEC110N MUST BE INOC//LA TEO. lt?lH A NITROGEN RX/NC BACTERIA AN1J APPLIED 1JRY EITHER BY DRILL/NC OR BROADCAST/NC BEFORE HY1JRO-SEE1JINC. l ALL SEEO MATERIALS SHALL BE TRANSPORTED TO lHE JOBS/TE IN UNOPENED CONTAINERS lt?TH THE CALIFORNIA DEPARTMENT OF FOOD ANO ACR/C{JLTURE CERTIRCATION TAC ATTACHED TO, OR PRINTED ON SAID CONTAINERS. R.C.E. NO.: 42829 j NON-PIIYTO-TOA1C 11£T71NC AGENTS /.IAY BE AOOE1J TO THE RECISTRA110N EXPIRA1lON DATE· 12 U /6 HY1JRO-SEEO SLURRY AT !HE O/SCRE110N OF THE CONTRACTOR soas ENG/NEER's CERllRCATE 2. TYPE t l,({JLCH APPLIED AT THE RA!E OF NO LESS THAN 2000 lbs PER I, SAAi VALDEZ, A REC/SlEREO CI/IJL ENC/NEER OF THE STATE OF CALIFORNIA, PRINCIPALLY ACRE. TYPE 6 MULCH (STRAW) /.IAY BE SUBS71TUTEO, ALL OR PART, FOR 00/NC BUSINESS IN !HE FIELD OF APPLIED SOILS AIEt;HANICS, HEREBY CER11FY !HAT A HY1JRA//LICALLY APPLIED RBER /.IA!ERIAL. ll'f/EN STRAW IS USED, IT /.IUST BE SAMPLING ANO ST/JOY OF THE SOIL CONOl110NS PREVALENT lt?THIN THIS SITE WAS /.IAOE BY ANCHORED TO THE SLOPE BY MECHANICALLY PUNCH/NC NO LESS lHAN 50% OF ME OR UNDER /.IY O/REC110N BETIIEEN !HE OA!ES OF MARCH 9, 20!5 ANO MARCH !J, 2015. lHE STRAW INTO 1HE SOIL. 111V COPIES OF THE SOILS REPORT CO/.IPILEO FRO/.I !HIS ST/JOY, lt11H AIY RECO/.I/.IENOA110NS, S .J. FER11LIZER CONSIST/NC OF A/.I/.ION/1/M PHOSPHATE SULFATE; !6-20-0, lt?TH HAS BEEN S/JBAI/TTEO TO THE OFFICE OF THE CITY ENC/NEER. ~~ofE 8I0~ 15% S1/LPH//R APPL/El] AT THE RA TE OF 500 lbs. PER ACRE. _4,._ ,f VJ/!, :.ti,~~~ \;.V4(J ~ REAS TO BE HY1JRO-S{E1JE1J SHALL BE PREPAREZJ PRIOR TO HY1JRO SEED/NC BY: %f.~o.. 56226 , t;/ .J' ~ ~' . ROI/CHEN/NC lHE SURFACE TO BE PLAN TEO BY ANY OR A COMB/NATION OF.· DA°r£ .. " i,_ /~llh lli No &5622 Ill a. TRACK WALK/NC Si.OPES SlEEPER THAN 6.·t : ~ ... _-,, •' /b "' b. HARROlt?NC AREAS 6.·I OR fZATlER THAT ARE S//FRCIENT!.YFRIABLE. LICENSE £XPIRA1lON OATE.· l.2/Jf/16 * CfV\\ .,._* c. RIPP/NC AREAS THAT HfLL NOT BREAK /IP US/NC ITEMS a OR b OWNER's CERllRCATE . ¾~OFCA~~ 2. CON1J/71~:c~E SOILS so THAT IT IS SUITABLE FOR PLANT/NC BY: I (11£) HEREBY CERTIFY THAT A REC/STEREO SOILS ENC/NEER OR CEOI.OC/ST HAS BEEN . a. A1J.J{JST/NC 1HE SURFACE SOIL MOISTURE TO PRO/IJOE A OA/.IP OR lt?LL BE RETA/NEZJ TO S//PER/IJSE OJ,E"R-ALL ClrAOINC AC11/IJTY ANO A1J/IJSE ON THE . BUT NOT SATURA!EO SEED BEO. COMPAC110N ANO STABILITY OF THIS SITE IF THIS PRO,J£C7/2JEVELOPE/.IENT IS SUBJECT b. THE A1J1JITION OF SOIL A/.IENO/.IENTS, PH A1J.J{JS1MENT, LEACH/NC OR TO A STATE-REGULATE/? SlfPPP, I (11£) ALSO AC/rEE A OIJALIRE1J SlfPPP PRACT/710NER COVER/NC SALINE SOILS TO PROl11JEO /IJABLE CONDITIONS FOR ClrOWTH. (OSP) HAS BEEN OR lt?LL BE RETAINED TO S//PER/IJSE I/.IPLE/.IENTA110N OF THE SlfPPP E. HY1JRO-SEE1JEO AREAS SHALL BE /.IAINTA/NEO TO PRO/IJOE A /IJCOROI.IS GROWTH IN ACCORDANCE Hf1H 1HE CALIFORNIA CONSTRUCTION ORDER ANO /.11/NICIPAL PERAIIT, 1/NTIL THE PROJECT IS PERMANENT!. Y LANOSCAPE1J OR, FOR AREAS ll'f/ERE LATEST VERSION. ~-HY1JRO-SEEOINC IS THE PERMANENT LANDSCAPING, 1/NTIL THE PRO,J£CT IS · i t 7Zr. , ~ _5 _ COMPLETED ANO ALL BONDS RELEASED. ~==~ TIM STRIP DATE ENGINEER OF WORK ()fESS/ai,,~ .51 Wi OF' TOPi 'PHY ¢, D. D~ TOPOGRAPHY SIIOHN ON THESE PLANS WAS CENERAlEO BY PHOTOCRAMETR/C -v~, AIElHOOS FROM INFOR/.IAT!ON GATHERED ON 8-8-2006 BY ANALY11CAL [,j O t% PHOTOGRA/.I/.IE11r!C SURVE~ INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO ENGINEERING ~ ce No. 45629 ~ NATIONAL MAP ACCURACY STANOAROS. CRA1JES SHOWN IN AREAS COJ,E"REO BY _.. lf- ORAHfNC NO. 428-9A ARE SHOWN AS EA1S11NC ON lHIS PLAN. LAND PLANNING • £NG/NEERING • SURVEYING -... PRO.ECT LOCAllON lHIS PROJECT IS LOCATED lt?lHIN ASSESSORS PARCEL N/1/.IBER(s) 2!! !JO !!. 2!!-!J!-r:J2. 2!!-1.J!-OJ, 2!!-!J!-04, 21!-!J!-!!. 211-135-!5, 211-IJl-l4, 211-!J0-05 THE CALIFORNIA COOROINA!E INDEX OF 1HIS PROJECT IS.- N 1994 £6234 440 STA TE PLACE, ESCONDIDO, CA 92029 rr,:; CJV\\.. ~ PH (760)745-8118 FAX (760)745-1890 (._(; OF C/>/,S,.~ ~ov__,4----- ROliERTO.DENllNO RCE: 45629 2/3/16 DATE VICINITY MAP CITY OF OCEANSIDE HIGHWA 78 CITY OF VISTA ROAD "'-0-{il, SITE CITY OF -----~uSAN MARCOS PACIFIC OCEAN LEGAL DESCRIPTION CITY OF ENCINIT S LOTS J, 4, ANO IJ ANO A POR110N OF LOT 2 & 5 OF CARLSBAD TRACT OJ-02, IN THE CITY OF CARLSBAO, COUNTY OF SAN 1J/ECO, STA lE OF CALIFORNIA, ACCORD/NC TO MAP !HEREOF NO. !5332, RLEO ON MAY J, 2006 AS RLE NO. 2006-0311804, TOCE/HER fffTH PARCEL B OF CER71RCA1E OF COMPLIANCE AOJ 12-02 RLEO ONAPRIL 2, 2012 AS DOC. NO. 20/2-0187408, BOTH DOCUMENTS RLEO IN !HE OFRCE OF !HE CO/IN.TY RECORDER OF SAN 0/ECO CO{JNTY. OWNER GRANO PAC/RC RESORTS, LP. C/0 GRANO PAC/RC DEVELOPMENT, INC. 5900 PASTEUR COURT, SUITE 200 CARLSBAo;·cA. 92008 (760) 431-8500 CONTACT' TIM STRIPE APPLICANT: GRANO PACIFIC RESORTS, LP. 5900 PASTEUR COURT, SUITE 200 TYPE HQRK TO BE OONE .. THE C/rAOINC /YORK SHALL CONSIST OF THE CONS7lr//C1lON, OF ALL CUTS ANO RLLS, RE/.IE1JIAL CRAO/NC, ORA/NACE FACIL/11ES, ER()SION CONTROi, FACIL/71ES, ANO Pt,AN11NC OF PERAIANENT LANDSCAPING ANO PREPARATION OF AS-B//IL_T C/rAOINC PLANS, Al-BIi/LT CEOl.tJC/C;' AIAPS ANO REPORTS, ALL AS SHOWN OR REOIJIREO ON 1HE fET OF PLANS AN1J THE CITY STANDARDS, SPECIRCATIONS, REOIJIRE/.IENTS, RESOLUTIONS ANO ORO/NANC£S CllE1J ON lHESE PLANS. THE C/rAO/NC /YORK SHALL BE PERFOR/.1£1J IN ACCORDANCE HfTH THE FOI.LO/f/NC 1JOC///.IENTS, CURRENT AT lJfE TI/.IE OF CONSTRIIC710N, AS 0/REC!EO BY lHE CITY ENC/NEER. !. 2. .J. 4. 5. 6. 7. 8. 9. !!. !2. CARLSBAD J.11/NICIPAL C01JE. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. RESOl.//110N NO. 5685, 5686, 5687, 5686; 5689, 5690 & 5691 OA!EO SEP!E/.IBER I, 2004 & RESOLIITION 7124 OATEO OCTOBER 7, 20!5 THE STANDARD SPEC!RCATIONS FOR PUBLIC /YORKS CONSTRUC110N. (GREEN BOOK) SOILS REPORT ANO RECO/.I/.IENOA110NS BY AITC/. OATE1J APRIL, 2015. THE SAN 0/ECO REGIONAL STANDARD 1JRAHfNGS AN1J AS /.IAY BE AIOOIRE1J BY THE CITY OF CARLSBAD STAN1JAR1JS. CALIFORNIA COASTAL C0/.1/.IISSION OEVELOPAfENT PERMIT OJ-Of(A) 5688 SEPT I, 2004 M/11CA!E1J NECA11VE DECLARATION ANO /.I/TICA110N /.ION/TOR/NC ANO REPORT/NC PROCRA/.1 RESOLUTION NO. 5685 OA TEO SEPT. I, 2004. STORM WA!ER POLL/IT/ON PREJ,E"NT/ON PLAN (SlfPPP NO. !5-368) PREPARED BY EXCEL ENC/NEER/NC, OATEO: SEPTEMBER If, 2015 W/J/1J NO. 9 J7CJ75l92 STORM WA!ER /.IANACE/.IENT PLAN (SW/.IP /5-19) PREPARED BY EXCEL ENC/NEER/NC, OATEO.· FEBRUARY J, 2016 THE CALIFORNIA STORM WATER OIJALITY ASSOCIA710N (CASOIJA), STOR/.1 WATER BEST /.IANACE/.IENT PRAC71CE CONSTRUCTION HANDBOOK, AN1J STA!E OF CALIFORNIA, DEPT. OF l ' ' .. TRANSPORTATION, CONSTRUC1101( ~IJF BEST MANACEJ.IENT PRAC11CES (B/.IP) MANUAL. ' . j ·.-, ! < ·i :,_}--.• : j REFERENCE ORAHfNG5-:':. CITY OF CARLSBAD 1JRAlt?NC.:fi?-; :~J•T 2H CITY OF CARLSBAD 1JRAlt?N,Ci'f.O,'''f:lJ:,-2V CITY OF CARLSBAD 1JRAlt?N($Nfi,..JJJ•-2Y CITY OF CARLSBAD 1JRAH11ff.}'i'J: i,JJ!,\-:: f?z CITY OF CARLSBAD ORAlt?l'(/Ji. t{_0,;42~ ,'-! 9,. Cl TY OF CARLSBAlJ 1JRA lf!N,q :«,O., /28 }-: 9A CITY OF CARLSBAD ORAlt?NC:Np ·WJ ~2c CITY OF CARLSBAD 1JRAH!NC __ -l'. 'Nt?, '.J.JJ, ~ 2CO '-l " i I, l I: ( 1 l ·/ ' , -1 f -: ~ ·-. •; , i :;: -~ :] i - : -, I J ( 'i: ' ,\ \; i'·• ' ' I' t -,,_ i" J" ' \ _, " . ' ' i\>i> ! j \ ,~-.} l ., l ./ REQUIRED TREATMENT CONTROL BMP TABLE 1 DESCRIPTION O~BIP MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY CARLSBAD, CA 92008 (760) 4J!-B500 CONTACT.· TIM STRIPE B/0-RETEl'(llON TC-32 BIO-RE1EN710N PRIVA!E CC&R &: 5,};8,9 &26 /.10/jTHL Y lfEAL 1ft EVAL//A TION OF THE SHR{JBS ANO S1/BSEO{JENT RE/.IOfi4L OF ANY 1JEAO OR DISEASED 1£CETA710N EARIHWORK OlJANllllES C/11' 41,560 C. Y. RLL: 25,988 C. Y. EXPORT' !5, 572 C. Y. RE/.IEOIAL: 16,037 C. Y. SUSMP PROJECT PRIORITY _ _,,HI,,,G,,,H~---,-~- NO!E· THE DIRT /YORK SHOWN HEREON IS BASED ON THE FOI.LOlt?NC OESICN CRITERIA. BU/LO/NC FOIJN1JA TION SEC 110NS = 9 • PAVEMENT SEC710N PARK/NC LOT= J' OVER 6' Al/TO PARK/NC & AUTO ORIVEWA Y.S= 4• 0/,E"R 9" SIDEWALK SEC110NS = 4" PCC OVER NA 11/£ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW & CONRR/.1 ALL OIJAN11TIES SHOWN HEREON. THESE OUANTITIES ARE NOT /NlEN1JEO TO BE 1/TIL/ZEI} FOR B/1JO/NC PURPOSES. THE ENC/NEER OF /YORK ASS/1/.IES NO LIABILITY 1JUE TO VAR/A 710NS IN THE ClrAO/NC OUANT/71ES NO!EO HEREON. BENCH MARK DESCRIPTION: CARLSBAD CONTROL MONUMENT # 3028. BRASS DISK IN WELL MONUMENT STAMPED LS 4324 LOCATION: APPROX 750' WfSifRl Y & BOO' NORTHER/ Y AL ONG A DIRT TRAIL FROM THE; WES)fRLY £ND OF THE; CANNON ROAD BRIDGE. RECORDED: CITY OF CARLSBAD ORTHOPHOTO MAPPING DRAWING NO. 296 5 £LEVA TTON: 118.768 ' DA TUM: 1929 MEAN SEA LEVEL DA TUM CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS BAIP MAINTENANCE AGREEMENT "AS BUILT" EXP. DATE NO. OF F.H.(S)_6_F.FLOW 1500 G.P.M. OUT OF_l_F,H.(S). RCE ,w~1? mo, __ ~/~ ju, REVIEWED BY: FIRE MARSHAL ' DA TE INSPECTOR DATE 1-----1-----1---------------+---+--+--r--t ~ cL1JDYDE2L~PM£ff~~~tcD CT£J DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION · OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: CARLSBAD RANCH, .. P.A. NO. 5 (MARBRISA -PHASE HI) PUD 1~16/SDP 03-Cl2A/CDP 03-:-04A/Cl.lP 03-01A CITY ENGINE DWN BY: MK CHKD BY: .S-C RVWD BY: 'Ce/2... JASON S. GELDERT 2-11; to,~ EXPIRES 09 36 16 . PROJECT NO. OJ. 15~08 DATE DRAWING NQ. 428~9H ' I j ii C I 2 Ci) 2 C: s: ~ LE(iEN(} OESCH/PllCW (j) £XCAVARON C//T 0£TAIL/STANOARO ORAIIINC N/,4 0 £%CAVA RON FILL Q) REJ.f£0/AL Cl?AOINC (±) £XCAVARON EXPORT @ Cl/RB INLET TYPE B @ TYPE A CLEANOtJT (-l'x-1'} Q) S/0£WAU( 1/NOERORAIN @ EARTHEN SWALE @ I.I/NOR ORA/NACE CHANNEL @ ,1• AREA ORAIN @ 6' SO PVC SOR J5 @ TYPE A ORA/NACE 0/TCH @ ,1• SO PVC SOR J5 ® 12.HOPE @ 79• HOP£ @ 2-1.HOPE @ a• SO PVC SOR J5 @ RIP RAP £N£RCY 0/SS/PATOR N/,4 N/,4 N/,4 SORSO 0-2,' S££ L 0/I.IENS/ON ON PROFILES SOR.SO 0-9 SOR.SO 0-25 PER OETAIL SHEET 26 SOR.SO 0-70 PER LANOSCAP£ ARCH/lECT SORS00-60 SOR.SO 0-75 SOR.SO 0-60 SOR.SO 0-60 SOR.SO 0-60 SORS00-60 SORS00-60 1.100/FIEO SOR.SO 0-KJ, No. JBACK!NC @ BROOKS BOX CRA!EO INLET 18")(t8• W/ BROOKS 1818 TRAfflC CRAlE lfHER£ LOCAlEO IN STREET @ BROOKS BOX CRA!EO INLET J6A"Jo• W/ BROOKS Jo.Jo TRAfflC CRAlE /fH£R£ LOCA!EO IN STREET @ BROOKS BOX CRA lEO INLET 2-IA"24• W/ BROOKS 2-12-1 TRAmc CRAlE lfHER£ LOCA!EO IN STREET @ 12• X 12• AREA ORA/N @ Cl/RB REMOVAL @ PCC WALKWAYREI.IOVAL @ 6·cuRB @ ROLLEO Cl/RB TYPE A @ 6• Cl/RB ANO C//TTER TYPE C @ROLLED Cl/RB ANO CIITTER TYPE A @ Cl/RB TRANS/RON @ PCC RIBBON C//TlER @ PA l1'NG; AC J' @ PAl1'NG; AC ,1• @ PA l1'NG; (CLASS II A.B.} 6' @ PA l1'NG; (CLASS II A.B.} 9• @) CAPPEO .JOINT/AC Ol,f7i'LAY @ P£0£STRIAN HANO RAIL @) S/OEWAU( ,1• -I< PCC PEDESTRIAN 'P :21°l@ RETAIN/NC WALL (SEPARAlE PERMIT} @ POOi. AREA RA TIWJRK @ PERMEABLE PAVERS @ SAi/WT @ 8/0-RElENRON FACILIRES @) TRENCH RES//RFACINC @) ,t.• PVC P£RFORA1EO PIPE @ 1.100/FY E)(!SRNC 2,f. X 2,f. BROOKS BOX CRAlE INLET (@ A/C REJ.fOVAL @ SEHER ACCESS HOLE (l/Nl/NEO} @ 9• PVC SOR-J5 SEHER I.IAIN @ 6' PVC SOR-J5 SEHER LA lERAL W/CLEANOtJT NOS LANDSCAPE AREA DRAIN N/,4 N/A SOR.SO C-1 1.100/FIEO SORSO C--IA SEE OETA/l SHEET ,f. SOR.SO C-2 SOR.SO C-,f.A 1.100/FIEO SOR.SO C-,f.8 SE£ OETA/l SHEET ,f. SEE OETA/l SHEET ,f. SEE SOILS REPORT SEE SOILS REPORT SEE SOILS REPORT SE£ SOILS REPORT SE£ OETAIL SHEET 4 SOR.SO 1.1-2,f. SOR.SO C-7 PER 81//LOINC PLANS PER LANOSCAP£ ARCH/lECT PER LANOSCAPE ARCH/lECT, SECRON PER OETA/l SHEET ,f. SEE OETAIL SHT 26 CITY STND OJK] NO. CS-25 SE£ 0£TAIL SHT ,f. ,!, 26 Cl.fl#[} S-1 Cl.fl#[} S-5 CITY S-7 SEHER CONNECRONS TO 81//LOINCS HILL 8£ PER 1H£ 8/1/LOINC PLANS PER SEPARA lE P£RI.IIT, SHOHrl FOR REFERENCE lWL Y Snl 0 6-----9 6 -=9 & I I I , t -/ I , I -,-/ I . ' • • l . I ,, 1 • ' : I ' I • ~ 1· . • • . . l .. .. . . . . . .. . .. ~ . r2Z?Z! -SD - 0 -s- -S---0 ------F~.+---@ RR£ I.IAIN (PVT} @ RR£ SERl1'C£ (PVT} @ lHRIIST BLOCK PER SEPARA lE PERI.I/T, SHOHrl c-----1' -- FOR REFERENCE ONLY @) PROPOSED RR£ H)1JRANT ASSEI.IBL Y (PVT 1/NLESS 01H£RHISE NO!EO} @) CAlE VALVE @) £)(!ST. t' WATER SERl1'C£ INSTALL t' 1.1£1ER (PIIBLIC} @ OOtJBLE CHECK OElECTOR ASSEJ.fBLY Cl.fl#[} Wf5 PER SEPARA lE PERI.IIT, SHOHrl FOR REFERENCE ONLY Cl.fl#[} Wf6 Cl.fl#[} ll(J PER SEPARA lE PERI.II T, SHDHrl FOR REFERENCE ONLY @ PROPOSED 2• /YA lER SERl1'C£ Cl.fl#[} W,f. INSTALL 2• 1.1£1ER (PIIBLIC} @ 12' PVC C-900 OR-18 WA 1ER SER/ITC£ (PIIB} Cl.fl#[} W2 @ £)(!ST. 2• WA lER SERl1'CE Cl.Ill[) W,f. INSTALL 2• 1.1£1ER (PIIBLIC} 0---W--D ~ 0---W--D --w-- o---w~-o (J{IANllTY 41,560 25,988 16,037 15,572 7 7 1 62 52 128 18,f.O ,f.5 956 2,812 7JO 15J 418 1,1,5 1 8 7 4 J8J t,J75 7,25J l6J !,62J 50 5,f. !, ,f.1,f. 53,1!! 93,097 5J, Ill 93,097 ,f.57 110 50,213 ~~"' ~ /f ,Rd 1,627 ~ 10,000 6,821 1,125 11,289 J70 ,f.70 2 50,000 2 JoJ 9 J J J ,f. -17 2 IJNIT CY CY CY CY EA EA EA lF LF EA LF lF LF lF LF lF lF SF £A EA £4 EA lF SF lF LF lF LF LF SF SF SF SF SF LF lF SF SF SF SF SF SF LF SF SF LF £A SF EA LF EA £A EA EA EA LF EA ---+--- ~ ---7--· KEY MAP SCALE: 1 • = 200' r ~----~="' I I I I I- I I I I ---- -- - LECENQ 801/NOARY RICHTOF WAY 0 DA Yl.lCHl/ CRADINC l/1.1/T LIN£ S/CHT DISTANCE CORRIDOR SLOPERARO £)(!SRNC I.IAJOR 5' CONTD/IRS £)(!SRNG I.I/NOR 7' CONTO//RS PROPOSED I.IAJOR 5' CONTOtJRS PROPOSED I.I/NOR 1' CONTO//RS TOP/TOE OF SLOPE 200 400 --~----RW----1--1~ ---------2 : 1 --)00(-------- 500 800 R/W S/'/Et=f.,ZZ: RETAINING' WALL DETAILS If. 'l'TS .?7-J,? ID · 5Hff15 .3J-JI: SHO~ltvG Pl HS \ \ y M I -so -STORI.I ORAIN -,-SEHER LIN£ I J __ HEET 11 I __ ..,., ___ J \ 0 ~~~ CANNON ROAO ,/f X!ST) -;ji S-!)~~ TYPICAL Si ~ llON ~i:::j !'l iii ~ ,VOT TO )CAU: C.l 0 ~~ "~ ;,, "'<>.: \Q"' Gj R/W 0 £)(fS71NC CAS MlllCA HON ANO MONITOR/NC PROCRAN RESOlllllON 5685 !. PRIOR TO !HE /SS//ANCE OF A GRAD/NC PERI.I/T, THE APPLICANT SHALL PR0/40£ lfRITTEN E14DENCE !HAT A CERRflEO ARCHAEOLOGIST HAS BEEN RETAINED, SHALL BE PRESENT AT !HE PRE GRAD/NC CONFERENCE, SHALL EST.4Bl/SH PROCEDIIRES FOR ARCHAEOLOGICAL RESOURCE SUR'IE/LLANCE, ANO ESTABLISH, IN COOPERATION YI/TH THE PROJECT PROPONENT, PROCEO//RES FOR TEMPORARILY HAL71NG OR REOIRECRNC WORK TO PERMIT THE SAi.iPL/NC, IOEN71RCA710N, ANO EYALUARON OF ARRFACTS AS APPROPR!AlE. IF ADO/RlWAL OR 1/NEXPEClED ARCHAEOLOGICAL FEATURES ARE DISCOVERED, !HE ARCHAEOLOGIST SHALL REPORT SI/CH FINDINGS TO !HE APPLICANT ANO TO THE CITY. IF !HE ARCHAEOLOGICAL RESOtJRCES ARE FOtJNO TO BE S/CN/flCANT, 1H£ ARCHAEOLOGICAL OBSERVER SHALL DE1£RI.IINE APPROPRIA1£ ACRONS, IN COOP£RARON IWTH THE APPLICANT FOR EXPLORARON ANO/OR SALVAGE !HES£ AC710NS, AS WELL AS flNAL I.I/RGA710N ANO DISPOS/RON OF THE RESOIIRCES, SHALL BE S//BJECT TO 1HE RE/4EW OF THE CITY. 2 THE APPLICANT SHALL PLACE 5,000 S{)IJARE FEET OF S/lE CA-S0/-8797, AS /OENRflEO ON PROJECT PLANS, IN AN OPEN SPACE EASEMENT ANO CAPPED. THE CAPPING' IWLL BE ON£ INCH OF CLEAN SAND ANO A I.I/NIM/JI.I OF 12-INCHES OF CLEAN fill. WATER LINES ANO OTHER 1/RLIRES IWLL NEED TO BE PLACEO OtJ!SIOE THE OPEN SPACE EASEMENT OR IWlHIN !HE RLL SOIL. 1HIS AREA AS WELL AS THE ADJACENT SLOPE SHALL CONTAIN ONLY NA RV£ PLANTS, SHALL BE ASSISlED IN DESIGN BY 1H£ NA 71VE AMERICAN REPRESENRVE ANO SHALL BE POSlEO IW1H A PLAQIIE 0/SC//SS/NG NA RV£ AI.IERICAN HISTORY. 3. PRIOR TO /SS//ANCE OF GRADING PERMITS, A DATA RECOVERY PROCRAI.I SHALL BE COI.IPLElEO FOR CA-S0/-8797. 1HE DA TA RECOVERY PROGRAM SHALL BE COAIPLElEO IN COAIPLIANCE l't!lH !HE CITY OF CARLSBAD 'CIJL 1/JRAL RESOtJRCES G///0£LIN£S" AND IW1H DATA RECOVERY PLAN PREPARED. BY GALLEGOS,!, ASSOC/AlES, APRIL., 2003. 4. PRIOR TO 1H£ /SS/JANCE OF 1HE CRAOING PERMIT, !HE DEVELOPER SHALL PRESENT A LETTER TO TH£ CITY OF CARLSBAD /NOICARNC !HAT A Q//AL/flEO PALEONTOLOGIST HAS BEEN RETAINED TO CARRY 01/T AN APPROPR/AlE 1.1/RGARON PROG'RAI.I. (A {)IJAL/REO PALEONTOLOGIST IS DEFINED. AS AN IN0//401/AL /WlH A I.IS OR PH.O. IN PALEONTOLOGY OR GEOLOCY HHO IS FAA/IL/AR /WlH PALEONTOLOGICAL PROCEDIIRES ANO lECHNIOIJES. • A {)IJAL/flEO PALEONTOLOGIST SHALL BE PRESENT AT THE PRE-CONSTR//CRON MEERNG TO CONS//LT l't!lH THE GRADING ANO EXCAVARON CONTRACTORS. • A PALEONTOLOGICAL I.ION/TOR SHALL BE ON-SllE AT ALL RI.IES DI/RING THE ORIGINAL C//TllNG OF PRE/401/SLY 1/ND/STVRBEO SEOII.IEN!S OF THE SANRACO FORI.IARON TO INSPECT C//!S FOR CONTAINED FOSSILS. PER/00/C INSPEC710NS OF C//!S IN/IVU?NC 1HE LINDA/4STA FORI.IARON IS ALSO RECOMMENDED. IN !HE EVENT !HAT FOSSILS ARE DISCOl,f7i'£D IN THE LINOAl1'STA FORI.IARON IT I.IAY BE NECESSARY TO INCREASE THE PER/DAY IN fl£LO I.ION/TOR/NG RI.IE. CONVERSELY, IF FOSSILS AR£ NOT BBNG FOi/NO THEN THE I.ION/TOR/NC SHO//LO BE R£0//C£0. (A PAL£lWTOLOGICAL MONITOR IS 0£flNEO AS AN IN0//4D//Al HHO HAS £XP£R/£NC£ IN !HE COLLECRON AND SAL IMC£ OF FOSSIL I.IAlERIALS. !HE PALEONTOLOGICAL l.llWITOR SHALL WORK 1/NOER THE 0/RECRON OF A {)IJAL/f!EO PALElWTOLOG/ST.} • HHEN FOSSILS ARE 0/SCOVEREO, !HE PALEONTOLOGIST (OR PALEONTOLOGICAL I.ION/TOR} SHALL RECOVER 1HEAI. IN MOST CASES 1HIS FOSSIL SALVAGE CAN BE COI.IPLElEO IN A SHORT PERIOD OF RI.IE. HOIIEVER, SOI.IE FOSSIL SPECIMENS (SI/CH AS A COMPLETE LARGE AIAI.IMAL SKELETON) MAY REQ/1/RE AN EXlENOEO SALVACE PERIOD. IN 1HESE INSTANCES 1HE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR} SHALL 8£ ALLOWED TO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING' TO ALLOW RECOVERY OF FOSSIL R£1.1AINS IN A RI.IELY MANNER. BECA//SE OF TH£ P07EN17AL FOR THE RECOVERING OF SMALL FOSSIL REI.IA/NS, SI/CH AS /SOLA1£0 I.IAAII.IAL TEETH, IT I.IAY,BE NECESSARY IN CERTAIN INSTANCES, TO SET /JP A SCREEN-WASHING OPERA710N ON 1HE SITE: • FOSSIL REI.IA/NS COLLECTED 0//RINC I.ION/TOR/NC ANO SALVAGE POR710N OF 1H£ I.I/RCA 710N PROCRAI.I SHALL BE CLEANED, REPAIRED, SORlED, ANO CATALOG/JED. • PREPARED FOSSILS, AllWG' IWTH COPIES OF ALL PERRNENT fl£LO NOlES, PHOTOS, ANO I.IAPS: SHALL BE OEPOS/1£0 (AS A DONARlW} IN A SCIENRflC /NSRTVRON IWTH PERMANENT PALEONTOLOG'ICAL COLLECRONS SI/CH AS 1HE SAN DIEGO NA TVRAL HISTORY I.II/SE/JAi. OlWA RONS OF THE FOSSILS SHALL BE ACCOAIPANIED BY flNANCIAL S//PPORT FOR INl71AL SPECIMEN STORAGE. • A FINAL SIII.II.IARY REPORT SHALL BE COAIPLElEO !HAT 01/Tl.lNES 1HE RES//l !S OF 1HE Al/71G'A 710N PROCRAAI. 1H/S REPORT SHALL INCL/JOE 0/SC//SSIONS OF THE I.IElHODS //SEO, STRARGRAPHIC SECRONS EXPOSED, FOSSILS COLLEC!El}, AND S/CN!f!CANC£ OF RECOVERED FOSSILS. 5. THE PROJECT BOtJNOARY ADJACENT TO 1HE PRESERVE AREA SHALL BE FENCED /JS/NC FENCE DESIGNED TO 1.1/NII.IIZE ACCESSIBILITY OF THE OPEN SPACE BY 801H PEOPLE ANO OOI.IESRC ANIMALS. !HE FENCE SELECRON SHALL BE COORO/NATEO IWTH !HE HILO.LIFE ACENCIES ANO !HE CITY TO ADDRESS BARRIER DESIGNS. 6. PRIOR TO ANY CONSTR//CRON AC11/1117ES SCHEO//LED FROAI FEBR//ARY 15 THRO//GH Al/Cl/ST JI, !HE APPLICANT SHALL RETAIN A {)IJAL/fl£D BIOLOGIST TO CONDI/CT A SIJR/IEY FOR NESRNG BIRDS: INCL/JD/NG !HE NORlHERN HARRIER. l't!lHIN lHREE OA/5 PRIOR TO THE WORK IN !HE AREA ANO £NS/IRE THAT NO NESRNG BIRDS ONSl!E, OR CNATCATCHERS IN THE ADJACENT PRESERVE AREA SHALL BE II.IPAClEO BY !HE PROJECT. IF AN ACR/IE NEST IS IDENRflED, A 81/FFER SHALL BE ESTABLISHED BETWEEN THE CONSTR//CRON ACR/ITRES ANO 1HE NEST. 1HE B//FFER SHALL BE A Al/NIAii/Ai IW1H OF JOO FEET (500 FEET FOR RAPTORs;l SHALL BE DELINEA lEO BY lEI.IPORARY FENCING ANO SHALL REMAIN IN EFFECT AS LONG AS CONSTR//C110N IS OCC/JRRINC OR 1/NRL !HE NEST IS NO LONGER AC71V£. 7. !HE APPLICANT SHALL RETAIN A BIOLOGICAL I.ION/TOR TO BE PRESENT ON-SllE DI/RING CONS TRI/CRON ANO II.IPL£1.1ENTA RON OF l.ll11G'A 770N PROGRAMS TO ENS/IRE CONSERVA RON I.IEAS//RES IN 1HE I.IND, RESOtJRCE AGENCY PERAi/TS, ANO CONSTR//CRON DOC//I.IEN!S ARE IN COMPLIANCE IW1H 1.1/RGA 710N I.IEAS//RES. PROJECT CURB FL/r SD.k.S:D. C-/ OR /?O!_LLD Cl/RB 7()' (~1/RB Pt!? S!)N .. 7/J. &'-! OR RULLF/J CUR!i B/0 Pl .Tl?? WA lf.A7;'/i1/r if//H L5' 1W.W C()V,----R GRANO PACIFIC OR/VE (EXIST) TYPICAL S£CllON NOT /0 .SC4LE "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR DATE DATE ENGINEER OF WORK ~CfESS~~ ¢, 0. D,$j) c'.) ~~ ~ l---~--+-------------J.---1--~---1---1 I S~ET I CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING ~ frG~R~AD~JN~G~P~LAN~S~F~O~R~: =====,====:::!~~h CARLSBAD RANCH, P.A. NO. 5 EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~~,.,.,.L--- %osooo.oooNo RCE: 45629 2/5/16 DATE ....., a' CZ: ~ Q:c No. 45629 O 1VI\.. Cl/,41,/GEP iftT,MVIN6 /VALLS TO 6FOGI//O, ~Ell!Scb ~ is , D< /L 6 fG r" ~D.D SHEE'T' LIST: /fEV S. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04-A/CUP 03-01A APPROVED: '.lit:kt JASON S. GELDERT 2,1/ ·Z.016. q,,. ,, :35~ CITY ENGIN R PE 63912 EXPIRES 09 30 16 DATE DWN BY: MK I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: re, CITY APPROVAL RVWD BY: \)<. a.. CT 15-08 428-9H ' I ' ' i I ' 'I I ' i I' I • I I l l I en 1; I"~ mo -□o ;~c f, m el " en i~ ., . ::.l> 1~z 7m li!c:;; ,:-,/ffia ~ m-, ,-~ ff! j; Ul 1~1 rn ~ ' C I 2 G) 2 C s: III m :0 CJ :0 § z lil z C: s: III m :0 C :.ti ~· 2 G) 2 t: ~ III m :0 Rl \\ < 1/ \\,,._,;\_' -~~,· ,~: I '" ,--·\· ~iff.a-'li,o"C~ /4 / Ff R4 SCALE 1 '=300' --- -0 JOO DETAIL /NOE% MAP /~---:--·-- / \ ,~ \ / ' ' . ----_// ---/---- SCALE 1'=10' ------0 10 20 JO 40 R5 @ PROll!OE HANO RAil WHERE St(}P£- EXC/£oS 5% \ ///' \ ( \\\ R2 RS ,,,:; / :0• •/ ~ =;-1¼ / ' ' I I / L I o· o• C.F. 221.57FS ------------ I I J' DEEP TRUNCATED / 0(),IIESPER SORSO G-30 I ----- / I I A/C PAVEMENT GRADES WITHIN ACCESSIBLE STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION 22 ALL ONSITE ADA DESIGN, INCLUDING SIGNING AND STRIPING, ARE PER BUILDING PLANS. DETAILS SHOWN ARE FOR REFERENCE ONLY. R3 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p..z.=>~=-- %oooiro.ooo1NO RCE: 45629 2/9/16 DATE ()FESS/DA,,~ ¢, D. D~ ~ '!,;_ No. 45629 O C/V\\, OF Cl\l)'iG R6 I \ / I I \ \ / y / \ \ "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE l-------1--+---------------1--+---+-------f I S3ET I CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING r,G;-;R~A~D~IN~G;,=P~LA~N~S~F~O~R~: =::::::::::::::::::::::::::::::::::=::::::::=~~~'7 CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: }JJjJj;-JASON S. GELDERT z,11,zo1t. 6 , , (/, Roa I, ()~ 11... 'l-r,Jb ~4 EXPIRES 09 30 16 DATE DWN BY: M~ PROJECT NO. I DRAWING NO. DATE INITIAL DAT£ INITIAL DATE INITIAL CHKD BY: s:c. CT 15-08 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DiR.-428-9H ' ' : ' ' I I i ' ' I I I , i' ' ' I : I· ' Iii i I I ! I II ! ;1 I I I ' I' ,! " I I ,, I 1, 1l 'I ,I, I ,j I !! i ! 'I " ' ;1 : 'i ! ' i I :1 i i ! I I I l I I I I I " I (D s; I .,I~ ij ,1 idlc:i i !! ~ J) =J ~i !l " :i ~; j iii o Ill 'D ,-.II m M 3•· u',: I "1" ffi £1 p C Cl !l i z G) 2 C: ~ OJ m :.0 Cl D ~ 2 m 2 C: s: m :.0 Cl I 2 m 2 C: s:: OJ m :.0 :E~ G')~ ,l::li,. 2 NGJ 002 I C:: (DS: :cm D NO Q) 0 Ql 0 Ci) @ 0 @ @ @ @ @ \ JOINT 1.50' .J' AC O/€R 6" CLASS II A.B OR 4" AC 01€R g• CLASS II A.B., SEE PLAN FOR SECTJON LOCATJONS 1.50' JOINT 6" PCC OVER NATlVE COMPACTEO TO 95% • MIER£ ADJACENT TO HANO/CAP STALLS MA)(IMUM SLOPE TO BE 1.5% @ RIBBON GUTTER SECTION (TYP.) NOT TO SCALE M00!!7fD S!J/-r?SO G'-2 PCC l1/JRB A!VU CU/IL// /.5% TO f.8% CURB AND GUTTER DETAIL THROUGH ACCESSIBLE PARKING STALLS @sAW CUT LINE/ £!)CE OF NEW PA VINC 1' fROAI E)(ISTJNC £lJC£ OF PAl!EI.IENT (HIIERE APPLICABLE} NEW PA/€MENT SECTJON NOT TO SCALE CAPP/NC JOINT (2" OEEP CR/NO Jt 01€RLA Y,) ~~~-l~Nj· E)(ISTJNC PAVEMENT @CAPPED JOINT AND OVERLAY DETAIL NOT TO SCALE I rol1_ ' [C/] • . -[fl - I \ FOR GRADING IN THIS AREA SEE SHEET JO PERMEABLE PAYERS DRAINAGE LAYOUT SCALE 1• = 20' ---- -- -0 20 40 60 80 FABRIC CUT RUSH /lfTH TOP OF PA/€RS NO. 8 AGGREGATES IN OPENINGS PER MANUFACTl/RER SPECS PROPOSED CURB (o; ,--...--1----~-l--.,, __ i_~,------.1.,--,.------1.,--1 ROLLED, OR 6; SEE ----t·..:_'. ' PLAN} ., . ;"'-.:. ·_".: : :;\:. ' . ..•. iY»>~ /<(// </,.' / ;~~i;½(!•'\};'.:i)t:};:;:_t}\:{;ff !}:\* t:{::/:}:~~:I'.)}\, , 7/. ,f'"~;:,/:s~~~))y~)$7>~ ,<~>~l,.,, STORM DRAIN DA TA (SDR-35) 3" 0/A. PERFORA TEO Pl4'.' SCHEDULE 40 PIP£ CONNECT OL/llET TO STORM 3-7/8" CALTRANS CLASS 2 BASE 95% COAIPACTEO OELTA/BRG SLOPE LENGTH N28:J7'!6T --81.17' N61 :Z2'3!"W --11.25' N28:J7'29T --4.40' N5!'07'29T --25.51' N28:J7'29T --0.73' N16:Z2'3!"W --f. 45' N27:J7'.JJ"IY --2.58' N2 7:17'3/"W --27.23' N28:J7'29T --0.82' N16:Z2'.J!"W --44.95' N38'52'31"W --49.11' N31'22'3!"W --27.50' REAIARK 6" Pl4'.' SOR-35 6' PVC SOR-35 6' Pl4'.' SOR-35 3'PERF PVC 6" Pl4'.' SOR-35 6" P/IC SOR-35 6" pi,c SOR-35 3• PERFPVC 6" Pl4'.' SOR-35 6" Pl4'.' SOR-35 6" PVC SOR-35 3• PERF Pl4'.' SE/IER. SOIL SUBGRAOE UPPER 12• AT 95% COMPACTJON (ASll,I 01557} @P£8NF4Qtf PA/£8S SfCllQN DETAIL NOT TO SCALE -/ 6' C!JR/J 5l!RSD C'-! TYPE C AC Pi! 1/EMDVT . ,'-4 Ji CUTTEi? .> L -------_\.~~~- 1.00' I !/2''.-< _;-1-1 O .. ~' • .. -.-· ,· -+\ i ~--~----~ -\-\,-- ~------2.00· \ CO!ICR£,T! SHAU OF .5?O-C--,?t;{)(} @MODIFIED S.D.R.S.D. G-4 ROLLED CURB DETAIL NOT TO SCALE - CURB TRANSITION (ISOMETRIC VIEW) @1--------------,- NOT TO SCALE 3-1/8" THICK PERAIEABLE PAIIERS (lRAFRC RA!EO} .,,.---2• BEOO/NC COL/RS£ (NO. 8 AGGRECATE OR PER MANUFACT/JRER SPECS} 4• THICK OPEN GRAOEO BASE (Na 57 STONE-3/4' MA.l,I USE MIRAR UON RLTER FABRIC ON BOTTOM ANO S/OES OF OPEN CRAOE!) BASE ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEER/NG • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~pz:;>~=.c.----2/5/16 Kosooo.oooNo RCE: 45629 DATE DEMO PLAN DETAILS SCALE I• = 40' ----------1(7 80 !61} "AS BUil T" RCE ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE 1----l-----+--------------t-----t-------J-----t-------J I SH4EET I CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING ;:G:::R=AD::I:::NG~P::::LAN~S:::F~O~R::::: ::::::'::::::::::::::==::::::::=:::::::::::::=\; l-cf!:=-lr-';;-,'l'-;(,+-f.l-=f)-::-t)~--,.-,.:.~a;:.c-Ml.c;;;'M;;;8l.=A-:ctJF=m .. ,"'..--:j;;;lf~";;;/$;------t-;8;rl~,,,li,;l)lC.IL.lc9,--:-,,--;-b;-t~Ctt,:1 DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A AAtP:P:R~OVE:'.D:~~dc.L~~~-,----~JA:S~O=-N s. GELDERT -z,11,z.,p11, CITY ENGINEER PE 63912 EXPIRES 09 30 16 DATE DWN BY: MK CHKD BY: ..-c.. RVWD BY: Th; R--- PROJECT NO. I DRAWING NO. CT 15-08 . 428-9H -1i !I ,I !! I' I ~I I ' I ' ' I , ,I I I I CJ lJ ~ 2 [jJ 2 c:: s: tel m l] 0 l] ~ 2 (i) z C s: tel m :0 ti I 2 Cl 2 C: s: tel m :0 SCALE !'=20' ------0 20 40 60 TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE - 8.-tJ ,.f'.C-,TV)J'.C;-1/ (l/vf.1-'-l) 2,l/8.'iT - fiJJ-RfiF/ll/0// f/VP-4) JK;WK TQBEIXWE @ MINOR DRAINAGE CHANNEL @) 6'CtJRB @ 6" C/JRB ANO C/JTlER TIP£ C @ C/JRB !RANS/RON @ PCC RIBBON Cl/TIER @ PAl1NG, AC J.O' @ PAl1NG, AC 4• @ PA 11NG, (CLASS II A.B.) 6' @ PA 11NG, (CLASS II A.B.) g• @) SIDEWALK 4• @ PCC PEOES!RIAN RAMP ,.---,:"" ~ T~:Jftl£..f!BMLJ2..,,,. @ RETAIN/NC WALL, ~¥::5&52$/Z:::/ G--G--;j.l;:;..· ;iil,1;~r.:-a,;:r 6£0€60 @ MOO/FY £)(!S71NC 24 % 24 BROOKS BO% CRATE INLET ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STAT£ PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~~-~-2/9/16 KoiiERTo.ooo1No RCE: 45629 DATE I ,,,., -i-I I I I I I 1---1 L-\✓/ II f " ,. r, l!/f 11 I-✓ I I / -/ / A I ✓' I \ I I I I • \ ✓ ' ,"'l ,..-l ,..., ,-'{ / ,( l-'~-\/ "AS BUil T" RCE ___ _ EXP.----- REVIEWED BY: INSPECTOR I I I DATE DATE [ sigET I CITY OF CARLSBAD l----+---f--------------1---1-----+--+-----I LAND DEVELOPMENT ENGINEERING 1 l----+---f--------------1---1-----+--+-----I GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/COP 03-04A/CUP 03-01A DATE ,___ _ _,___----1-,._::::c__ ___________ -J--_---j __ +-----l-----l DWN BY: MK DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: s;c,... ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JXl2-- PROJECT NO. CT 15-08 I DRAWING NO. 428-9H CJ :0 ~ 2 G') 2 C: s: fg jJ CJ i 2 CJ 2 C: s: m jJ C i § 2 (j) 2 C: s: [tJ m jJ SCALE 1'=20' -----------0 20 40 60 80 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~pZ:::,~"""£--- Kosooo.oooiNo RCE: 45629 2/5/16 DATE ~ 0. D~./~ ~~ No. 45629 o~ lt IV\\. ~ I r\ -,-f I I I I I 1--1 <.-\✓f ,, l~Ar, ~/,.-\ /1// /J ~.,.. I\// I ,,,-,, /f\,'. ,' l .-' _.. l /f / ~ l_,. ~-'_, UK TO BE OQVE @ 6'C/JRB @ 6' CURB ANO CVT!ER TYPE G @ PCC RIBBON CVT!ER @ PAWNG; AC J' @ PAWNG; AC/' @ PA /?NG; (CLASS II A.B.} 6' @ PAWNG; (Cl.ASS II A.B.} g• @) S/0£/YALK /' @ PCC PEOESlRIAN RAMP @ RET.4INING IYALL (SEPARA IE PERI.ill} RCE __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP.----DATE DATE l-------l---+-----------t----t----Jr---~-. I SH6EET I CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING 'J!r/ ~G~RA;;D~IN~G~P~LAN~S~F§OR~:======~~~ '--------4--1---------------+---t----t--r--1 CARLSBAD RANCH, P.A. N 0. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP D3-02A/CDP 03-04A/CUP 03-01A 1-----l---l--------------+--t--t--t---i ANP:P:Ro:v~ED~: ~~~~~---,--:-;~J:AS:O:N s. GELDERT -2.•//•Z,o/1, h-,,~--h.--=c--h,:---::-::::-;-:c:-::-=:::--::-=:::::-==------t-;;,.;;-,;,J---;;:;;:.---i--;,;-:;,f=,----1 CITY ENGINEER PE 63912 EXPIRES 09 30 16 DATE /J /& 11< RPD _,_,,__ ___ -+-"'ff..e.,i5~(1,"-t-:>l)c='/l---c-t~•l=•//,'--+c:i.:c::j~ DWN BY: MK PROJECT NO. I DRAWING NO. DATE INITlAL DATE INITlAL DATE INITIAL CHKD BY· '"c. CT 15-08 428-9H ENGINEER OF WORK REVISION DESCRIPTION <-□-lH-ER-AP~PR-OV-AL-+--CITY-AP~PR-OV-AL--, RVWD BY: [)fiL. ' . ' CJ :0 § 2 Ii) 2 C: s: Ill m :ti Cl , :ti i 2 Ii) 2' C: s: C.tl m :ti CJ :0 § 2 Ii) 2 C: s: to m :0 ./] ' ~t-----M'LLA 64 ~-FF ~-9• A/IN ~-.FS !J =111=11 __ ..• 0 I i I J 1 1- Bl/1Lo1Nc----_1_1_111 _·· ~rr--'·-1-1~1 · FO//N0A TION TO 1 ' ' BE T/£0 TO ,_I --I -I I TTT:---1 1-1- RETAININC WALL Ll!.IITS ,f" STOR!.I-~ DRAIN PIPE TO PENETRA!E THROUGH FOOT/NC PER STRl/Cl/JRAL 0RAllfNCS CONNECT To-~ IJ" LINE llfTH 1· % 5• IE£ ~-1• AREA DRAIN CRA!E PER LANDSCAPE PLANS RET. WALL PER / SEPARA!E " • · f~'j//:f.AL <l SECllON A-A NO SCALE FROM OUTSIDE EDGE OF FOOT! NG TO FACE OF SLOPE Ht7RK TO BE DONE @ 6" SO PVC SOR 3.5 @ 4' SO PVC SOR 35 @ IJ' CURB _____ ) __ _ -- •. £)(!ST. 12• H.P. PVC. I/IA !ER !.IAIN ' . £)(!ST/NC EASE!.IENT Tl?--_,,. CARLSBAD !.ll/NIC/PAL WAJER DISTRICT PER RLE N. !999-02329!9. I @ IJ" Cl/RB ANO GUTTER TYPE C @ Cl/RB TRANSITION STORM DRAIN DA TA (13500) SCALE 1"=20' --- @ PCC RIBBON Gl/TJER @ PA/l!NC, AC 3.0' @ PA /l!NC, AC -,• @ PA/l!NC, (CLASS II A.B.) IJ" @ PA/l!NC, (CLASS II A.B.} 9• @ CAPPED JOINT/AC 0vfli'LA Y @ SIDEWALK -,• Q'~~;fffPERMO•. __ ~~~~:.) @) BI0-RE!ENT/ON FACILITIES @ 6" PVC S0R-35 SEHER LA JERAL ;~°'\~ \'--..A @ /lml!lll{G IIAJ.4 6ECGRID , NO DEZTA/BRG SLOP£ (2) N427/J'J9"E 1.00% @ N47"43'2!"W -- Qi N4276'39"£ -- 0 NJ! VI '39 "E -- 0 N28'58'39 "E -- 0 N6! VI '2! 'IY ,, -.-,"· -- 0 N28'58'39 "E -- 0 N6!V!'2!'W -- 0 N28'58'39"E -- (!61 N61 '0/ '21 "If/ -- @l N28'58'39"E -- @ NIJ1 '0/ '21"/Y -- rill N28'58'39 "E -- I@ N61V1'2f'IY -- *PORTION SHOWN LENGTH REMARK 7/J. ,f/j' 6. PVC 14.01' ,, ,, . /. 43' H ll 1,49' n n 15.88' " ll 2.88' n n 28.29' ,, " 2.13' n ll 34.71' H ll 2.13' II I~ 34.71' n ,, 2./3' " ll 28.29' " ll 2.88' " ll - ----- ----0 20 40 60 80 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~~...,,L--- Kosooii.ooo1NO RCE: 45629 2/10/16 DATE AIATCHL/NE SEE SHEET 5 ~-WALL TO BE BUILT PER Bll/L0!NC PLANS (\) i::; ~ 05 ~ o:; ~ ~ ~ " ~ "AS BU I LT" TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE RCE EXP. DATE B'O RE/i../\il/0/1/ (/Mf'-2) J,6/l s;:- REVIEWED BY: INSPECTOR DATE I S~ET I CITY OF CARLSBAD t----+--+----------------1---+----+---t---t LAND DEVELOPMENT ENGINEERING l----+--+----------------1---+----+---t---t t-----+--+----------------1---+-----t--+---t GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: 7J1Jdv: JASON S. GELDERT 2•/l·U/1,_ '/J ,W"~ IIIIILtS T/J ~-/fN 'ii lf lo 'I-~-I,!. :ssc; CITY ENGINE~ PE 63912 EXPIRES 09 30 16 DATE DWN BY: Ml<: I PROJECT NO. I DRAWING NO. DATE INl11AL DATE INITIAL DATE INITIAL CHKD BY: .Sc:. CT 15-08 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 1)EIL 428-9H I I I I I ~ I.~ mo il ~□ ~: □6 i' m i J:l (/J "' 0 "' < f,j .LI • ~p •n ~z ~zm iic": ~• ~I j gig S mfn ffl m I ~ s: rv 7 z fl! I CJ ]> I I I C I 2 G) 2 C: s: [lJ m :J:l t:J :ti ! 2 G) 2 C s: [lJ m Il SCALE 1'=20' --------------o 20 40 60 80 /WJRK TO BE PONE @ MINOR ORA/NACE CHANNEL 5• CURO 5• Cl/RO ANO C//TffR m'E G CURO lRANSlllON PCC RIOOON GUT7£R PAl?NC, AC J.O' @ PAl?NG; AC-,• @ PAl?NC, (CLASS II A.9.) 5• I PAl?NC. (CLASS II A.9.) g• SIOEWALK -,• PCC PEOESlRIAN RAAIP ® RElAINING WALL @) POOL AREA flA THORK (@ 9/0-RETENllON FAC/L/71£S VATCHL/NE SEE SHEET 6 TABLE 2 ~EQUIRED TREATMENT CONTROL BMP TABLE ,-OESUr!P 170N i I -~;1cCir1L11,~f/ON-(l/v/f-1 4-I_ P/0-RF!EN!!OV (/WP J} PIO RETDV/70N (/WP-5) /_____!~0-h~t i?f~I/O!V (M!P-8) OUAN/1/ Y J,671 SI 4,XJ!I :,r 1,404 ST 750 SF ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92D29 PH (760)745-8118 FAX (760)745-1890 ~p.Z:,~"'iil:~- Koaooo.oooNo RCE: 45629 2/5/16 DATE S!o@ <;p--'D'-D "'~~ ~ CZ: 0:: No. 45629 o CN\\.. F C~\.f ENGINEER OF WORK RCE --~-- REVIEWED BY: INSPECTOR EXP.------DATE DATE i ' I I I I' I' 1: ! i 1: !II I ,, I 0 JJ i 2 G'J 2 C: s: OJ m JJ 0 I 2 Cl 2 C: .S: OJ m JJ 0 i ·~ 2 Cl 2 i OJ m ll • STORM DRAIN DA TA NO OEL!A/lJRC SLOPE LENC!H (2) N02'13'2I •w 1.00% 113.06' 0 N8776'39"E 28.0J 15.44' Qi Nl9¥6'39"E 1.00% 52.84' 141 N4276'39"E 1.00% 76.46' @ N46:J5'34"E 1.00% 26.23' @ NO!:J5'34"E 100% 8214' 0 N/2'50'31-"E 100% 41.8!' (81 NO!:J5'31-"E 100% 114.61-' *PORllON SHOJll!V TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE OESCRIP nav (l(JANRTY BIO-RE/ENRON (/AIP-7) PK TQBEOQNE @ CURB INLET TYPE B @ TYPE A CIEANOIJT {4'X-IJ @) AREA ORAIN @ 6' PI/C FOR AREA ORAIN @ 8' PI/C FOR AREA ORAIN @ 12• X 12• AREA ORAIN @ 6'CIJRB 2-1I SF @ 6' CIJRB ANO C/JTIER TYPE iJ @ S/OEJIIALK 4• @ POOL AREA R.A THORK @ PERMEABLE PAVERS @) SAHCVT @ 810-REIENllfAV FACILIRES SCALE: 1"=20' --- REMARK 8" PVC 6' PVC 6' PVC 6" PVC 8" PVC 8" PVC 8"PVC 8" PVC -----0 20 40 60 80 EXIST. GRADED BERM PER DRAWING f/428-9G EXIST. 20' WATER LINE AND ACCESS EASEMENT DEDICATEDTO THE CITY OF CARLSBAD ON MAP 13408 DOC. NO. 1997-147754 OF OFFICIAL RECORDS. RECORDED APRIL 1, 1997 EXIST. 12" PVC RECLAIMED WATER MAIN PER DRAWING f/333-ZV ,_ ' ' <::--«:::::"' ' ,_ ' i..;-; ' ' " , __ ' ,, i'.... ,. .... -.... '-- ( .._ '\ I .,_' --_, i' ..... -' 'a " ' ' 'a , __ ,, Cv\ • <" ,:, , ' ,'a ',_ ,_ , __ ,, , ' ' ' " EXIST. 2: 1 GRADED SLOPES PER DRAWING f/428-9G ' " ' ' ... ; ... , .... ~ \ ,,< ,_ , - ,, < , __ " ' ' --~-- -------- ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-189D ~p~~----2/5/16 Kosooo.ocmiNo RCE: 45629 DATE ~CfESS!OAos ~¢ D. o?!fe; tf@ ~~ ~o ~% ~ Q: No. 45629 O I;) /V\\. 0 lJ § • 2 G') 2 C ~ DJ m :.ti \/ l Llf\ /0 Cl :.ti § 2 G') 2 C: s: CD m lJ ' ' CJ I • 2 Ii) 2 C: ~ DRAINAGE AND SURFACE DJ m IMPROVEMENTS HAVE BEEN lJ INSTALLED FOR MARBRISA CIRCLE PER DWG NO. 428-9G EXISTING PAD GRADING AND SLOPES FOR VILLAS 62 k 63 ARE PER DWG. NO. 428-9G "AS BU I LT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE I S~ET I CITY OF CARLSBAD 1-----+---+---------------1-----+-------+---1-------l LAND DEVELOPMENT ENGINEERING l------+--+---------------1---+----+--l-----------l GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (IAARBRISA -PHASE Ill) PUD 15-16/SDP D3-02A/CDP 03-04A/CUP 03-01A APPROVED: DA TE INITIAL ENGINEER OF WORK SCALE: 1"=20' ---- -- -0 20 40 60 80 I I 'i'' "' . ,. "~ ~ ' ~ ~' --~~ \ )\__ ' ~ I ~' C'_'a, I J 11 ~ ..._,_, // '¾ ~' '«t/40 '"' "'· /A'--/ / --., I ( I"-'- <.._/V '•• ", '>I I I_'>.;;,. I " • I I '/ I I/ I I I I I I I I \ \ \ \ \ \ I ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 /$/p,,z:::.,_L--2/5/16 #OBERTo.ooo1NO RCE: 45629 DATE IIQffl' m BE /JOVE @ CURB REA/OVAL @ PCC WALKWAY REI.IOVAL @) 6" CURB @ ROl.1£0 CURB TYPE A @ 6" CURB ANO CUTTER TYPE G @ ROLLED C//RB ANO C/JTIFR TYPE A @ C//RB TRANSlllON @ PCC RIBBON GUT!FR @ PAWN,:;; AC 3.0" @ PAWNG; AC -1• @ PAWNG; (CLASS II A.B.} 6" @ PAWNG; (CLASS II AB.} g• @ CAPPED .JO!Nl/AC 01£7i'LAY @ 510£WALK .f" @ PCC PEOES11?/AN RAAIP {jj) PERAIEABt.£ PAIIERS @ SAHCIJT @) A/C REI.IOVAL "AS BUil T" RCE __ _ EXP.---- REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD l------+----+----------------+----t---f---1-----1 ~ LAND DEVELOPMENT ENGINEERING 1----+----+----------------+----+----+--1------1 ~G~RAD~IN~G~P~LAN~S;=F~O~R:==: =====:::::::::::::::::::',.~~ti CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/S P 03-02"/CDP 03-04A/CUP 03-01A APPROVED: ENGINEER OF WORK PROJECT NO. CT 15-08 I DRAWING NO. 428-9H c:J jJ i 2 Cil 2 C: s: CJ m 'lJ t:J jJ i! 2 Cil 2 C: s:: OJ m :0 SCALE: 1 "=20' -------0 20 40 60 80 1/ I I I, I '1 ; I I Ii \ I EXISTING HOTEL 2 FF=234.30 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~ 2/5/16 Koa£ITTo.6oo1NO RCE: 45629 DATE \ \ \ TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE !J£SCR!Plltw ()(JAN11TY 810-RElENllCW (/AIP-5) f,HJ,I SF IKJHK TO BE QONE @ BROOKS BOX Ql'A 1ED INLET @ CURB REAIO//Al @) PCC WALKWAY REJ.IOVAL @ 5"CIJRB @ CURB lRANSlllCW @ PCC RIBBQV GI/TlER @ PAvfNG, AC 3.0" @ PAvfNC. AC 1• @ PAl4NC. (CLASS II A.B.) 5• @ PA14NC. (CLASS II A.B.) g• @ CAPPED .JOINT/AC OVERLAY @J Bli::REffNilON FAC!l/1/t..Y 'O ~L "AS BU I LT" RCE __ _ EXP.---- REVIEWED BY: INSPECTOR DATE DATE l----l-----1-------------+---+----+----+---I ~ t---+----t-----------f-------t---+--+----1 ~G:c:RAD=c::I~NG~PLAN~S=:=F=:OR::=: =====~ CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/COP 03-04A/CUP 03-01A DATE 1---c--1-----cc-+, ~----------+---+---+---+----< DWN BY: MK DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: fC. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: pf(L. PROJECT NO. CT 15-08 I DRAWING NO. 428-9H I I I m '·\, I ::i tt1B ~ \l§l -filn !E :rJ =-i "~OJ m ·c • -~ it~ z z~ il ~ --l! ffi\i ii ~ jTI c;,S: \ ~>~ rn I el J> I I I 0 :CJ i 2 Gl 2 C: ~ Ill m :.0 CJ :.0 i 2 Gl z C s: Ill m ::0 l'!'lr,"'i/ NUL 0 STORM DRAIN DA TA (t350D) NO OELT,4/BRG RAO/US LENG!H REMARK 0 NO!:J5'J4t --111.61' 8" PVC@ 1.00% ( 91 N09:J9'26"W 39.62' N N -- SCALE: 1•~20• ------ -0 20 40 60 80 -------- L ,, EXIST. 12" H.P. PVC WATER MAIN PER DRAWING #333-2V EXIST. 20' WATER LINE AND ACCESS EASEMENT DEDICATED TO THE CITY OF CARLSBAD ON MAP 13408 DOC. NO. 1997-147754 OF OFFICIAL RECORDS. RECORDED APRIL 1, 1997 AIATCHL/NE SEE SHEET 9 ENGINEER OF WORK EXCEL ENGINEERING H'AlER LA!ERA B/JILOIM LAND PLANNING • ENGINEER/NG • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~pz=,--:L:_~- .¥oiiiro.oooNo RCE: 45629 2/9/16 DATE ~ o. oq;,,., Cl ~ £1': No. 45629 o CJV\\. OF CP,~\\3 EXIST. 12" PVC WATER MAIN PER DRAWING #428-9F UK TQBEQCWE @J AREA ORAIN @ 6' pi,r; FOR AREA ORAIN ({!) 8' PVC FOR AREA ORAIN @ 12' X !2' AREA ORAIN @) SIOEWALK ,1• DRAINAGE AND SURFACE IMPROVEMENTS HAVE BEEN INSTALLED FOR MARBRISA CIRCLE PER DWG NO. 428-9G EXISTING PAD GRADING AND SLOPES FOR VILLAS 60, 61 k 62 ARE PER DWG. NO. 428-9G "AS BU I LT" RCE __ _ EXP. DATE REVIEWED BY: INSPECTOR DATE l----l------,l----------+---+---+---+-----1 CTrJ 1-----+---+--------------+------+----+--1-----1 ~G:::RA=D:::IN::::'.G,.'.::::PL=AN::S=:::F:::OR=:=======::::'I, CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A DATE INITIAL ENGINEER OF WORK i c:J :0 § z G'l 2 i::: ~ CD m :0 c:J ::0 J:> § 2 GJ z C: s: OJ m :0 CJ ::0 ~ z GJ 2 i::: s: OJ m II ' ~ I ~ , I <e-- ~t ;') I l " " SCALE 1"=!0' - ------------0 /0 20 .JO 40 LECENO 0 PAD= 224.00 4" AREA DRAIN INLET 4" OR 6n PVC PIPE PER SCHEDULE !2n PVC PIPE RA !WORK RIOGELINE I ' EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~--✓ ROBERT D. DENTINO RCE: 45629 2/5/16 DATE HOTEL 3 FF= 224.30 ENGINEER OF WORK I I I I I 224.JO FS I .. I ~'1 "AS BU I LT" RCE EXP. REVIEWED BY: INSPECTOR PROJECT NO. CT 15-08 DATE DATE I DRAWING NO. 428-9H CJ ll ~ 2 G) 2 C s;: OJ m :0 Cl l:J § 2 lil 2 ..... 224.06 FS ----- /-- 224.JO FS 223.48 FS SCALE t"=!O' ------ -0 10 20 .JO 40 I i-- i i / / I I I I I I ,' / I I I I I I I I I I I J I / / / / / / i j I I ,224.JO FS / 7 / I I I I ; HOTEL 3 FF= 224.30 LEGEND 0 I I I I I I I I i i i f / / I I ' I I I I I I / / I I I I I I I I -I / I I I I -,... ·-- J__ I I 4• AREA DRAIN INLET 4• OR 6' PVC PIPE PER SCHEDULE 12" PVC PIPE FLA TWORK R/OCEUNE SE£ SHEET J FOR CONllNI/A HON 223.75 TC HOTEL 3 FF= 224.30 I I I I I 224.14 FS 1/ RETAIN/NC WALL PER \ ARCHITECHURAL BU/LO/NC PLANS. \ WALL IS A PORllON OF ELEVATORS--;.- & STORAGE R, IIIS DESIGN. 224./4 'iS \~/ J 223.59 TC 224.JO FS 224.JO FS 224.JO FS 224.JO FS --/ I i I f-- ~ I I / ( ?~\ \ RETAIN/NC WALL PER ARCHITECHURAL BU/LO/NC PLANS. WALL IS A PORllON OF ELEVATORS & STORAGE ROOAIS OES/CN. I b 1\:,A I ----,-- 224. FS I -- //' ~::2.:'2~4.~JO~:::FSd --=~--] 224.JO :5" 224.2J TC EXISTING HOTEL 2 FF= 234.30 224.JO FS 224./6 TC gJ} 224.JO F:i 22J.80 r EXIST. 12" HOPE STORM DRAIN PIPE PER DWG. NO. 428-98 TO REMAIN, PROTECT IN PLACE I 2JJ.80 Tlf I 224.JO FS 22J.80 1F 224.JO FS 224.JO FS FS 224.JO FS 224.JO FS ENGINEER OF WORK EXCEL ENGINEERING 224.JO FS 224.24 TC LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~ 2/5/16 ii&ooo.m-NTINO DATE RCE: 45629 I I I I I I ' I I I !,~'-y ' - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ RCE REVIEWED BY: INSPECTOR "AS BU I LT" EXP. DATE DATE ~ CITY OF CARLSBAD 1----\-----+----------------t------f--+--+------t ~ LAND DEVELOPMENT ENGINEERING ~~=================::::::::::::~ GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16~P 03-02A/COP 03-04A/CUP 03-01A l-----l--+------------------,1---+--t-----t-----i F.:=':'~:;c'=~~=ff7F't~1..====;=JA;';:Sc;;O::';N=:S::=.=:G;;;:E:;'L;';;DE=;R;:;T7 __ __!~~~~~=--=-=----:::--::~--=-2 · I(. z.o/6 CITY ENGINE PE 63912 DA TE tJP 1111M, REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK OWN BY: !:1C-K I PROJECT NO. I DRAWING NO. CHKD BY: __, ... .....,.._ CT 15-08 428 9H RVWD BY: t>fC - 0 ::0 ~ -2 Gl 2 C s: OJ m ::0 Cl lJ i 2 Gl 2 C s: OJ m .:.0 i r I I --- PROPOSEO rlA 62 - _.., ~= WLLA 6/ ------------0 80 /60 210 320 PROJECT 8O/JNOARY c-8 STORM DRAIN SHEET INDEX SHEET 16: STORM ORAIN LINE A, J & K SHEET 17: STORM ORAIN LINE 8 SHEET 18: STORM ORAIN LINE C SHEET 19: STORM ORAIN LINES £, F, C & H SYSTEM C \ 1 8 \ PR, 7J MAIN !ENANCE 8/J/LO/NC - PROJECT 8O/JNOARY -7 EM A 15_... r ~ TEM HI y /NEB-ET 19,I ~~~}---n· □J,, - PROJECT 8O/JNOARY "" ~i EXIS11NC l\ =~;{ .-" \ \ ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 \ ~p Z?_ ~...,,,c.,__-2/5/16 koaooo.oooiNo RCE: 45629 DATE STORM NOEX RCE ORAN MAP "AS BUILT" EXP. REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD f----+--+----------------11----1----l---+----I ~ LAND DEVELOPMENT ENGINEERING 1----+---+--------------->----+----1---+----< ~G::R=AD::I:=N::.G::P::LAN:::=S==:F::::OR:;:=:::::::::::::::::===:=:::::::::::::::;~~~ CARLSBAD RANCH, P.A. NO. (MARBRISA -PHASE Ill) PUD 15-16/S!)P 03-02"/CDP 03-04A/CUP 03-01A APPROVED: □ I 2 G'l 2 C: s: [IJ m JJ CJ i 2 Ci) .2' C: s: [IJ m JJ 0 ::.0 i 2 Cil 2 c:: s: [IJ m jJ t!QE;__ FOR STORMDRAIN LINE B, SEE SHEET 17 SCALE 1" = #J' - -----------0 40 80 !20 !60 @l)1 r~ '". ' I J - - STORM DRAIN DA TA (HDPEJ NO OELTA/BRC Q) N82"55'44. 48T 0 N647J'.J2.69''E Ci) N25"5229.J8'11' 0 N52'.J0'5a26"11' @ N64 7 J'.J2. 69 "E r 61 N8J'2J2f.JJ"E 0 N1J'.J729"E @ NJ1'22'.Jt"II' @ N61'22'.Jt"II' @ NJ1'22'.Jt"II' @ N88'.J729"E @ N61 '22'.Jr"IY @ NJ! '22'.Jt"II' • USE WATER TIGHT JOINTS HtWK TO BE DONE @ CURB INLET TYPE B @ 12'HOPE LENCTH 25.39' 49.97' 46.60' 10.106' 142.72' 132.84' 74.05' 54.61' 8.175' 106.11' 88.84' 88.84' 184.29' @ BROOKS BOX GRATED INLET 21"X21' iY/ lRAFRC GRATE IIHERE lOCAlED IN SlREET REMARK 12' HOPE 12' HOPE' 12• HOPE' 12• HOPE• 12• HOPE• 12• HOPE 12" HOPE 12• HOPE 12' HOPE 12" HOPE 12" HOPE 12" HOPE 12" HOPE "AS BU IL T" RCE EXP. REVIEWED BY: SLOPE 6.58% 4.01% 4.01% 2.00% ta68% .100% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% DATE - --------- ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~pz:;>~..,,,--2/5/16 Kosooo.oooiNO RCE: 45629 DATE 40 80 ~OllSS/at,;a ¢-0.D~ SQ~ 1;;;,; ~ a:: No. 45629 0 ffi * /VI\.. ~ !20 !60 INSPECTOR DATE t---+----1--------+----+------+-------+------I L2TI :===c.=========~ CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) DP D3-02A/CDP 03-04A/CUP 03-01A APPROVED: JASON S. GELDERT 2 ,11, Z.o/1, CITY ENGIN DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 2L 9· /·lb ~L, DWN BY: M~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: :Sc.. CT 15-08 428-9H OTHER APPROVAL CITY APPROVAL RVWO BY: DCL - CJ :ti I 2 lil 2 C: ~ to m :.0 CJ I 2 Cil 2 C ~ m .:ti STORM DRAIN DA TA NO OELTA/BRC LENCTH REMARK SLOPE (2) N2J227N.7!"W 51.14' 18' HOPE• 0.50% 0 N2J22'o4. 7l'W I0.25' 18' HOPE 16.10% Q) N66:J7'55.29t 369.28' 18' HOPE• 5.17% 0 N26:J5'2J.JJ'W 18.26' 12" HOPE J.26% 0 N49-05'2J.JJ'W 93.75' 12" HOPE J.26% 0 N10'54'.36.67t 72.28' 12' HOPE• 3.00% 0 N49-05'2J.JJ'W 88.J2' 12• HOPE J.26% @ N04-05'2J.JJ"W !!8.91' 12" HOPE 1.61-% @ N10'54'J6.67t 27.97' 12' HOPE 4.16% 'USE WA!ER llGHT JOINTS NOlE: FOR STORMDRAIN LINE A, SEE SHEET 16 FOR STORMDRAIN LINE G &: H, SEE SHEET 19 FOR STORMDRAIN LINE J &: K, SEE SHEET 16 SCALE 1' = 10' - ----0 40 80 120 /60 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, £SCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~~~-2/5/16 %oai:iiTo.ooo1No RCE: 45629 DATE ~1 ,, I ' . -7_· /, lffli'K 7r/ B£ QONE @ TYPE A CLEANO//T (4'x,f) 12• HOPE 18' HOPE BROOKS 80)( CRA!EO INLET !8"x!8' W/ lRAfRC CRA!E IIHERE LOCA!EO IN S!REET @ BROOKS 80)( CRA!EO INLET 24"x24' W/ lRAfRC CRA!E IIHERE LOCA!EO IN S!REET 240 240 240 I "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD 1----t----+----------------t-----+---+---+----I ~ LAND DEVELOPMENT ENGINEERING ~G~R=AD~IN:::'.G..':::::PLAN::::::::::S:::::::FO:::R=,=:::::::::===::=::::::::::::=XJ~ CARLSBAD RANCH, P.A. NO. 5 (MARBRtSA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: JASON S. GELDERT 2. ,Jl,U,/J, CITY ENGINE PE 63912 EXPIRES 09 30 16 DATE 8. JI '" R.DO IIEV. NUrllJ£R o,c f'lff At. Hm , 9·/•/6 ::S:S{ MK DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: .S."L CT 15-08 428-9H ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Qc[L I I I I ~ ~ I 8 u ~ JJ 00 ! u □ file ' u@ a ' ~ ' u • " , " "z i "m l E:§: ,: I ' fil~ ' I "m m• " '" I ill,: "z z m I I m ~ I I I t:J ::0 i 2 Ci) 2 C: s: DJ m ::0 Cl :0 i 2 Ci) 2 C s: OJ m JJ CJ JJ i 2 Ci) 2 C s: to m JJ SCALE !" = ,t.0' ---------0 40 80 !20 !60 STORM DRAIN DA TA NO 0£LTA/BRC L£NCTH REMARK SLOP£ Q) N0/'26'25.90"1'1 105.,f.2' 24" HOPE 213% 0 N80'0318.68t 47. f,f., 24" HOPE 15.34% Qi N6l:J6'54.99t ,t.7.90' 12" HOPE 213% @ N3,t.72'o255t 78.02' 12" HOPE' 0.50% @ N5371'3221"1'1 51.10' 12" HOPE' 0.50% 0 N71:J9'l7.38t 104.82' 12" HOPE• 0.50% 0 N/8'20'4262'/Y 30.69' 12" HOPE' 0.50% @ N7l:J9'17.38t 15.00' 12" HOPE' 0.50% 0 N23'22'o4. 71 'IY 85.00' 12" HOPE• 0.50% @ N66:J7'55.37t 36.83' 12• HOPE 0.50% ' //SE /YATER 11GHT JOINTS ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~ 2/5/16 kosooo.oooiNo RCE: 45629 DATE lfQfK[l}BEOlWE @ CURB INLET TIPE B @ TIPE A CLEAN(}(JT (l'XI} @ f2'HOPE @) 21'HOPE @ BROOKS BOX GRATED INLET 21")(21• W/ lRAmc GRATE HI/ERE LOCATElJ IN SlREET RCE REVIEWED BY: INSPECTOR "AS BUILT" EXP. DATE DATE ~ CITY OF CARLSBAD 1-----+---t-------------------+----+---t---t------1 ~ LAND DEVELOPMENT ENGINEERING :=:~~================:=::=ol~ GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: CITY ENGINEE DA1£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION C/•/,/t :s.c DWN BY: M~ DATE INITIAL DA1£ INITIAL CHKD BY: ~c. OTHER APPROVAL CITY APPROVAL RVWD BY: Pf&, PROJECT NO. CT 15-08 DRAWING NO. 428-9H I I I I I g; ~ 0 D " I 0 ~ mo -□□ g :n C :. □ 0 !! m ' ~~ m ~ en ~ . .. p '""'J) z " ~'" !i ~~ ~'f;;T jm □ .~ :0 ~ --m f,i (JI~ I WJz z m I rn ,. =; ► I I I □ ::rJ I 2 Ci) 2 C: s: llJ m ::rJ CJ ::rJ § 2 Ci) 2 c:: s: m m ::rJ . .-;!,·:-: rr~r~-:-::::-· (I '· .. •.· ):/:·,,:::. e-,, 'L SCALE r• = 40' - ---------0 40 HQl'K TO B£ /JQYE @ ® CURB INLET TYPE B 12• HOP£ @ 18.HOPE @ ® ® BROOKS 80)( CRA lEO INLET f8i(f8• IY/ TRAFFIC CRA1E lff-/£R£ LOCA!Ef} IN STREET BROOKS 80)( CRA ff!} INLET J6")(J6• IY/ TRAFFIC GRA 1E lff-/£R£ LOCA 1ElJ IN STREET BROOKS BOX CRA!Ef} INLET 21"x21• IY/ TRAFFIC CRA!E lff-/£R£ LOCA!EO IN STREET STORM DRAIN DATA NO OELTA/BRC LENGTH REMARK (Z) N4279'12.05"W J5.80' 18" Hf}PE * 0 N6579'29.5J"W 45.20' 18" Hf}PE * J N77:22'.38.28"£ 76.02' 12" Hf}P£ * 4 N57:J7'21. 72"W 54.29' 12" HOP£* 0 N2J:JJ'.34. 10"£ 15.49' 12" Hf)P£ • @ N21'26'25.90"W 169.98' 12" Hf)P£ * 0 N24:J6'oJ.J5"W 56.49' 18" HOP£* @ N8!'4-0'.JO 44"£ J7.82' 12" HOP£* * US£ WATER llGHT JOINTS 80 120 SLOPE 050% 050% 050% 050% 3.42% J.42% 0.88% 0.49% ':':; -~ ' !60 SCALE 1 • = 40' ---- -------0 40 80 120 !60 ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 /d¼/p,,z:::,_L KosEiTTo.ooo1NO RCE: 45629 2/5/16 DATE ~ D. D<$p ~~ ~ ~a' 'k ~ £l:' No. 45629 o CIV\\. OF(}.\.\~ V ,., ,. .,.,,. _:\/---+-'//- ,~ STORMDRAIN LINE B, SEE SHEET 171 //~-=··\ ~~ -; _______ ~ SCALE!'= 40' ,!---- ---- ---- ---0 40 80 !20 !60 NOTE: CONSTRUCT 21 OOKS 80)( CRA 1ElJ A ~ ' \-·.·,•:-1 FOR STORMDRAIN LINE B, SEE SHEET 17 "' 1" I I I 'l 'F I I "• 7 T I I -------------0 40 80 !20 !60 "AS BUil T" RCE EXP. REVIEWED BY: INSPECTOR I 1 DATE DATE ~ CITY OF CARLSBAD l---t---+----------------t------lf----t---+-----1 ~ LAND DEVELOPMENT ENGINEERING RG~R~AD~IN~G~P~LAN~S~F~O~R~: ===========::!.~~~ CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: JASON S. GELDERT 2·11· 'tot/. CITY ENGINEE EXPIRES 09 30 16 DATE DATE IN/llAL ENGINEER OF WORK REVISION DESCRIPTION 'd it lb -p_ q././h :S:S'i DWN BY: M~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: Sc. CT 15-08 428-9H OTHER APPROVAL CITY APPROVAL RVWD BY: 'i).£(L., ' t:I .:0 ~ 2 Gl 2 C ~ ~ :0 CJ I 2 Gl z C: ~ OJ m ll t:I :0 ~ 2 Gl 2 C: s.: OJ m :0 ' Wl SEWER NO OELTA/BRC SLOPE (]) N66':J7'55"E 4.0% (j) N2f':J7'55"E 2.0% (}) N2J'22'o5"lfl 2.0% (J) N66:J7'55"E 1.0% (J) N68'22'o5"1Y 2.0% , @ N23'22'o5"lfl 2.0% 0 N66':J7'55"E 4.0% @ N68'22'o5'1Y 2.0% , @ N2J'22'o5"1Y 2.0% ® N66':J7'55"E 4.0% @ N21 :J7'55"E 2.0% @ N2J'22'o5'/Y 2.0% @ N66':J7'55"E 4.0% (jJ; N61'41'o2'lfl 2.0% @ N16'.f.1'o2"1Y 2.0% ' POR TlON SHOHfv DATA LENCTH REMARK 206.Jl' 8" PVC SDR-J5 1.41' 6" PVC SOR-35 19.97' . " 677' 8' PVC SOR-J5 !. 41' 6" Pve SOR-35 115. 42' • • 138.87' 8" Pve SOR-35 !. 41' 6" PVC SOR-35 152.38' " " 5.00' 8" PVC SOR-35 2.3.23' 6" PVC SOR-J5 120. 46' n n 600' 8" PVC SOR-J5 !. 41' 6" PVC SOR-J5 7.75' n n OWNER PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE PRIVATE ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~.,P~~--2/10/16 %osEin-o.oooNO RCE: 45629 DATE SCALE: 1 "=30' ------ WATER DATA NO OEL!A/BRC RAO/US (t> N66':J7'55"E (2> N66 :J7'55"E <J> N2J'22'o5"1Y (4) N66':J7'55"E <» N26'28'J5"1Y /KWK TQ B£ PONE (@ SE/IV? ACCESS HOI.£ (UNLINED) "@ 8' PVC SOR-J5 SEitER MAIN @ 6' PVC SOR-J5 SE/IV? LATERAL IY/CLEANOUT ,, '@) RR£ MAIN (PVT) ,, @ RR£ SERVICE (PVT) . @) !HRUST BLOCK '*{@) PROPOSED RR£ HWRANT ASSEMBLY J (PVT UNLESS OlHERHfSE NOTED) i! !@) CATE VAL/,f" @) EXIST. !' /YATER SERVICE INSTALL I' METER (PUBLIC) ,,, @ DOUBLE CHECK DETECTOR ASSEAIBL Y ·@ PROPOSED 2• WATER SERVICE INSTALL 2• METER (PUBLIC) -- -- -- -- -- LENCTH 604' 7. 45' 5.61' 2.04' 22. ,f.9' @) 12' PVC C-900 DR-18 WATER SERVICE (PUB) ''PER SEPARATE PLAN SHOIW FOR REFERENCE ONLY l.su S1EETS 15 lHHOtlCH 19 Fm SlUill MAN ~1 UllUTY SHEET INQEX RCE REVIEWED BY: (CL-150) REMARK OWNER 12' PVC PUBLIC 12' PVC PUBLIC 12" PVC PUBLIC 12" PVC PUBLIC 12' PVC PUBLIC NOTES: 1. WATER MAINS SHALL BE CONSTRUCTED Willi 42" MINIMUM COVER. 2. ALL PROPOSED POTTABLE WATER SERVICES ARE PRIVATE AFTER lliE WATER METER. FROM lliE METER TO lliE BUILDING CONNECTION TO BE BUILT PER SEPARATE PLAN. ONLY THE PUBLIC PORTION OF THESE LINES ARE TO BE BUILT PER THIS PLAN. 3. ALL PROPOSED POTTABLE WATER SERVICES ARE PRIVATE AFTER THE WATER METER. FROM THE METER TO lliE BUILDING CONNECTION TO BE BUILT PER SEPARATE PLAN. ONLY THE PUBLIC PORTION OF lliESE LINES ARE TO BE BUILT PER THIS PLAN. 4. ALL PROPOSED FIRE SERVICES ARE PRIVATE AFTER AND INCLUDING THE DOUBLE DETECTOR CHECK VALVE. THE FIRE SERVICES ARE TO BE BUILT PER SEP ARA TE PLAN. ONLY THE PUBLIC PORTION OF lliESE LINES ARE TO BE BUILT PER llilS PLAN. "AS BUil T" EXP. DATE 0 JO 60 90 120 INSPECTOR DATE t---+---t---------+-----+----+----+----------< ~ 1---1----+-----------------1-----+---l---+-----I ~G=R==A~D~IN~G~P~L=AN::::S~F=O:::=R=: ========::::'\~~ CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: CITY ENGINE5 fV. NVHBER Of' Td!N. !l{(£1S ENGINEER OF WORK REVISION DESCRIPTION zdt. (), I.,. q, ,.a ~ DWN BY: MIS DATE INITIAL DATE INITIAL CHKD BY: ;;:c.. OTHER APPROVAL CITY APPROVAL RVWD BY: Qfll..... PROJECT NO. CT 15-08 I DRAWING NO. . 428-9H . ' Cl :.0 § 2 !il 2 C: s: OJ m :.0 0 :.0 i 2 !il z C s: OJ m :0 Cl ll § 2 !il 2 C: ~ OJ m ll W2 SEWER DATA NO DELTA/BRC SLOPE LENGTH REMARK (}) N2J"22'rJ5"W 20% !15.42' 6" PVC SOR-J5 Q) N2J"22'rJ5"W 20% 15238' " " • PORllON SHOWN ' ENGINEER OF WORK EXCEL ENGINEERING LANO PLANNING • ENGINEERING • SURVEYING 440 STATE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p,.Z:::,~~-2/10/16 /4'6sooo.oooNO RCE: 45629 DATE EXISTING HOTa 2 FF=234.30 Df ESS /OA,--;:, K D. D~ ::-:: 0 ~ ~ llc No. 45629 o ... CJV\\, OF 0,1.)\ -£)(!SllNG 12• PVC WA/ER ~ER owe NO. f28-9C SCALE: 1 "=40' ------0 40 80 120 160 lttli'K TO BE QONE @ TRENCH RESURFACING @ 6' PVC SOR-35 S£/1£R LA!ERAL W/Cl£ANOIJT ,. @) FIR£ /.IAIN (PV1} ., @ FIR£ SERVICE (PVIJ "® PROPOSED FIRE HYDRANT ASSEMBLY {PVT UNLESS OTH£RHfSE NOlEJ) @ £)(!ST. r WA/ER SERVICE INSTALL r /.IE/ER (PUBLIC) @ PROPOSED 2• WA/ER SERVICE INSTALL 2• /.IE/ER (PUBLIC) "PER SEPARA!E PLAN SHOWN FOR REFERENCE ONLY llllUTY SHEET /NOE% RCE REVIEWED BY: INSPECTOR NOTES: 1. WATER MAINS SHALL BE CONS1RUCTED 1'<1TH 42' MINIMUM COVER. 2. ALL PROPOSED POTTABLE WATER SERVICES ARE PRIVATE AFTER THE WATER METER. FROM THE METER TO THE BUILDING CONNECTION TO BE BUILT PER SEPARATE PLAN. ONLY THE PUBLIC PORTION OF THESE LINES ARE TO BE BUILT PER THIS PLAN. 3. ALL PROPOSED POTTABLE WATER SERVICES ARE PRIVATE AFTER THE WATER METER. FROM THE METER TO THE BUILDING CONNECTION TO BE BUILT PER SEPARATE PLAN. ONLY THE PUBLIC PORTION OF THESE LINES ARE TO BE BUILT PER THIS PLAN. " AS BU I LT" EXP. DATE DATE ~ CITY OF CARLSBAD 1---t----+----------------t-----J---t---+------I ~ LAND DEVELOPMENT ENGINEERING ~G::::R=A~D~IN~G~P=LA:::N:::S::::::F=:O:::R:::::: ::::::::::::==:=:::::::::::::::::::::::::::~~~µ:::: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: L JASON S. GELDER] 2•11• Zo! CITY ENGINE PE 63912 EXPIRES 09 30 16 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION f ZS q, 1,/6 DWN BY: Ml<: PROJECT NO. DRAWING NO. DATE DATE INITIAL CHKD BY: f<:. CT 15-08 428-9H OTHER APPROVAL CITY APPROVAL RVWD BY: PG 12... CJ ,:J l> ~ 2 Gl 2' C: s: ! [lJ m jJ SCALE l"=!O' - - 220.97 TC 218.97 IE - ------ -----0 10 20 30 40 \ \\ LEGEND 0 XXX IE6' IP 45• Wif 211.76 IE 1. • WYE 218.24 IE 221.16 TC 21 .42 IE 4" AREA DRAIN INLET 4" OR 6" PVC PIPE PER SCHEOULE 12' PVC PIPE 6" ORAIN EXTENDS vER11CALLY TO 6" 1££ AS SHOMI ON OETA!L AT RICHT 221.17 TC 219.17 IE ENGINEER OF WORK EXCEL ENGINEERING U11UTY XINC 218.93 IE 6 215.65 IE 12' LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~~.,Z:::,~..,L--- Koiiooo.oooNo RCE: 45629 2/5/16 DATE 221.06 TC 219.06 IE U11LITY 7NC 216.64 IE 6" 2/8.00 IE 1• WATER ' 22.124 TC 221.24 IE ---------o ;1 I 221.20 219.20 /4 I I I I I ---==~,. *SEE SHEET 2.J FOR PIPE 0/AIENSION SCHEOIILE 4• AREA ORAIN INLET 6" PVC PIPE 6" PVC vERTICAL ORAIN 12" PVC PIPE 221.17 TC 6" PVC PIPE 219. !1 IE 6 E 218.26 IE 4 if/ 217.37 /4 6 N 211.59 IE 12 RISER OETAIL It " NOT TO SCALE 1• AREA ORAIN INLET 221.17 TC 6" PVC PIPE 219.56 IE 6 E 216. 04 IE !2' HISER DETAIL "c" NOT TO SCALE 6" PVC vERTICAL DRAIN l2"PVC PIPE 1• AREA ORAIN INLET 6" PVC vERTICAL ORAIN 12" PVC PIPE 221.17 TC 6" PVC PIPE 220.78 IE 6 E 215.84 IE 12• RISER DETAIL 2i'" NOT TO SCALE 4 • AREA ORAIN INLET 22.. 17 TC 6" PVC vER TICAL ORAIN 12" PVC PIPE 216.26 IE 12• HISER OETAIL 't>" NOT TO SCALE INV£RTOF6 IP INvERTOF 12 6" IERHCAL DRAIN OETAJL NOT TO SCALE "AS BU I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ¢, 0. Dq-"C: 0 ~ 0:: No. 45629 o ~ CITY OF CARLSBAD t------t--+------------------tl----+---1-------+---f ~ LAND DEVELOPMENT ENGINEERING t------i---t-----------------,1----+--+-----+--... ~G=::R=AD~l~N~G.:::P~LAN===::s=F~O=::R~: ========~fr; CN\\. OF~\.\' CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP D3-02A/CDP 03-04A/CUP 03-01A DATE I DRAWING NO. 428-9H 0311216 CJ :0 ~ 2 Cl 2 C: s: ~ :.0 CJ I 2 Cl 2 C: s: llJ m :0 I I I-- I I I I I I I I I I - I I I I I I I I I ~I ~I ~ ~I ~I; ~·\~ ~1/ ~· ~I I I I ---- r ... ) ________ _/ SCALE f"= /0' 223.12 TG 221.12 IE --- 223.59 TG 221.88 IE I --k -0 10 20 .JO 40 -------· --- 22.3.91 TG ·••.. __ .,. 221. 4-IYE 6" 14?·' 45" BENO 6.[l_Q_!. 2 221. I 7 IE .. ··, .. /~ . 22J.591G 222.05 IF- , '-' 220.72/1E 6" W7' • ··•. '-' .._, \-'s-#.Jr..= __ o--31~1~/E 12 ·~- 224.02 •. 221.61 l ·.. .07 Hl · ·· .. _.• .76 IE 1 223.59 TG \, 220.68 /£ 4.5"B£Nll 221.65 IE I i i i ! I i I ! I I I I I I r· / 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 / / ----- -....._ ! ! \j / 224.' 7 TG 221. 7 IE \ . \ "' // ---~-( " • ... \, __ 2. '.J.59IG '- 222. 00 le:, . •i 2}4.07 TG 2. 1.J9 IE HOlEL 3 FF= 224.30 I I. I I \ I • 224.07 fr;\ 222.07 IE 12•5•7/I 11 217.85 IE 6 I °'217.52 IE 12•· I - L!/8 45· BENO 22!.45 IE !2"-6" REDUCER 217. 4 IE '2 I I i I 223.59 TG 22!.6J /£ ------- ---I I I I I / I I I I I / / I I I I I i / / I I I I / / J 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 LEGEND 0 4" AREA DRAIN INLET 4• OR 5• PW: PIP£ PER SCHEDULE ---12• PVC PIPE XXX IE 6" IP 6' DRAIN EXIENOS 'iERl!CALLY TO / / / / I I I I I I 6" IEE AS SHOWN ON DETAIL AT RIGHT 6' PW: 1£Rl!CAL DRAIN 12' PW: PIP£ !NIERT OF 6 IP /NIERT OF 12 6" JIER11CAL DRAIN DETAIL NOT TO SCALE 22.J.75 TG .. 221.89 !E 45"BENO 221.BJ /£ HOlEL 3 FF= 224.30 22.J.59 TG • -. 22!. 96 /£ ---~~, \ 6" l?Os.5'· 2. ,_T.J9 /£ \\ I ! / 22.3.59 TG 1 221.95; IE I 224.12 TG 221.65 IE I / I 224.20 Tl L '.?.9 22!. 48 !. I --~- 224.2J TG 2. I. 75 /2 221.97 IE 224./6 TG 222. 16 !. 224.18 TG 222./8 IE '24.2J TG 1 '2(-J6 IE I ~~ 224./9 TG 221.0l IE1 / 224./9 TG · 221.Jl /£ L70 $J I ---"-. ·•. $ .. I 222./7 /£ ---------_/_ I I L 7.? I .... @ I I I I I 2. 4. 18 TG '22. /8 IE I I ENGINEER OF WORK EXCEL ENGINEERING 224.28 \222.281£ 224.24 TG 222.02 IE 224.17 TG 22!.6! IE L.?1-, 90"BENO 221.85 IE ······· .... @ J LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p,,z::>~~- /4'6ernro.ooo1NO RCE: 45629 2/5/16 DATE I I \ I \ NUMBER LI L2 LJ L4 L5 L6 L7 LB L9 LIO LI! Ll2 L!J L/4 L/5 L/6 L/7 L/8 L/9 L20 L2! L22 L2J L24 L25 L26 L27 L28 L29 LJO LJ! LJ2 LJJ LJ4 LJ5 LJ6 LJ7 LJB LJ9 L40 L4! L42 L4J L44 L45 L46 L47 L48 L49 L50 L5! L52 L5J L54 L55 L56 L57 L58 L59 L60 L61 L62 L6J L64 L65 L66 L67 L68 L69 L70 L7! L72 L7J L74 L75 L76 L77 L78 L79 LBO LB! L82 LBJ L84 L85 L86 L87 L88 L89 L90 L9! L92 L9J L94 L95 L96 BEARING DISTANCE REMARKS NUMBER BEARING DISTANCE REMARKS NUMBER BEARING DISTANCE REMARKS N52:J0'50t 99.62' !2' HOPE@ 9.66% L97 N!J:J4'J6"W 11.25' 6" PVC@ 2.00% L/80 NJ!'22'J!T JJ.!J' 12• PVC @ 1.00% N02'2!'2J"W 41.29' 6" PVC @ 2.00% L98 NJ2Wl'27"W 2.07' 6" PVC @ 2.00% LIB! N6!'22'J!Y 6.28' /2" PVC@ 1.00% N87:38'J7"W !O.J7' 4• PVC @ fl. 74% L99 NJ2Wl'27'W 9.97' 6" PVC @ 2. 00% L/82 N28:J7'29'W 5.72' 6" PVC @ J8. 90% N02'2!'2J"W 24.84' 4• PVC @ 2. 00% L/00 NJ2Wl'27"W to.00' 4" PVC@ 2.00% LIBJ N28:J7'29 'W 1.00' 6" PVC@ 38.90% N47'2! '2J"W 9.JO' 4• PVC@ 2.00% LIO! NJ!'22'J!T 21. 42' /2" PVC @ !. 00% L~84 N7J:J7'29"£ 7.02' 6' PVC @ 2.00% N88:J7'29T 57.7!' 12• PVC@ 1.00% L/02 N58:J7'29t 2.19' 6" PVC @ J.05% L/85 N6!'22'Jt"E !0.96' 6" PW: @ 2. 00% N!J75'59t 9.6J' 6" PVC@ J.00% L!OJ N58:J7'29"£ 8.04' 4• PVC @ J. 05% L/86 N6!'22'J!T 4.30' 4• PW: @ J.00% N76¥4'(Jf'W 50.47' 4• PVC @ 2. 52% L/04 N76'22'Jt"W J.44' 4• PVC @ 2. 00% L/87 N!6'22'Jt"W 23.51' 1• PVC @ 2.00% N!J75'59T 4.7!' 4• PVC@ J.00% L/05 N58:J7'29t 5.J!' 4• PVC @ 2. 00% LIBB N6!'22'J!T 57.64' 12• PVC @ I. 00% NJ1¥4'o!T 40. ff, 4• PVC @ 2.91% L/06 NJ!'22'J!T JJ.76' !2' PVC@ 1.00% L/89 N28:J7'29 'W 4.47' 6" PW: @ JI. 62% N7J:J7'29"£ 5.60' 4• PVC @ 5.00% L/07 N58:J7'29T 2.JO' 6" PVC @ 2. 00% Ll90 N!6'22'J!T /9.6!' 4" PW:@ 9.45% N4J:J7'29T 8.93' 4• PVC @ 5.00% L/08 N58:J7'29T 6.20' 6" PVC @ 2.00% L/9! 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'22'Jf'W 15.00' 6" PW: @ 2. 00% N28:J7'29 "£ 9.2J' 6" PVC@ 2.00% L/26 NJl'22'JIT 22.77' 6" PVC @ 5.00% L209 NJ! '22 'Jf"W 15.00' 6" PW:@ 2.00% N!6'22'J! •w 9.69' 4• PVC @ J.OJ% L/27 N58:J7'29'W 6.60' 4' PVC @ !!.50% L2!0 NJ!'22'Jt"W 15.00' 6' PW:@ 2.00% N7J:J7'29"£ 1.94' 6" PVC@ 2.00% L/28 N58:J7'29T !J.95' 4" PVC @ 4. OJ% L2ff N58:J7'29"£ 16.50' -1• PW: @ 5.21% N6!'22'J!T 1.28' 6" PVC@ 2.00% L/29 NJ!'22'J!T 8.8!' 6" PVC@ 1.00% L2!2 NJl'22'Jt"W 15.00' 6" PVC@ 2.00% N28:J7'29"£ ff. 19' 4• PVC @ 2. 15% L!JO N597J6'J!T 17./9' 6" PVC @ I. 00% L213 N58:J7'29T 16.50' 4• PVC @ 5.21% N6!'22'J!"£ 8.07' 4• PVC @ 2. 00% L!J! N597J6'J!T !7.7!' 4• PVC @ 1.00% L2!4 NJ! 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'22'Jt'W 2.84' 4• PVC @ 15.56% L/40 N76'22'Jt"W 7.Jf' 6" PVC @ 46.65% N28:J7'29T 9.6J' 6" PVC @2.00% L/4! N76'22'Jt"W 1.5J' 6" PVC @ 46.65% N6!'22'Jt'W 8.55' 4• PVC @ J.OJ% L/42 N!J:J7'29"£ fl. 42' 6" PVC @ 4.97% N6!'22'J!T 2.65' 4• PVC @ 11.50% L/4J N!J:J7'29"£ 5.67' 4• PVC @ 5.52% N28:J7'29"£ 5.JO' 4• PVC @ 2. 00% l/44 N76'22'Jt"W 6.,(5' 6" PVC@ 2.00% N7J:J7'29"£ 7.66' 4• PVC @ 2.00% l/45 N 76 '22 'J!"W J./0' 4" PVC @ 2.00% N6! '22'J! "£ 21.87' /2' PVC@ 1.00% l/46 N7J:J7'29"W 5.76' 4• PVC @ 2.00% N28:J7'29"£ 25.0!' 6" PVC@ 8.05% L/47 N76'22'Jt"W 22.52' 6" PVC @ 2.00% N61'22'Jt"W J.J7' 4• PVC @ 54. 60% L/48 N!J:J7'29T 7.7!' 6' PVC@ 2.00% N28:J7'29 "£ 2.J6' 6" PVC @ 2.00% L/49 N!J:J7'29T 2.12' 6" PVC @ 2. 00% N6!'22'JtT 6./8' 4• PVC @ 29.0J% l/50 NJ!'22'Jl"W 2.64' 6" PVC @ 2. 00% N28:J7'29T 7.06' 6" PVC @2.00% l/51 NJ!'22'Jf"W 2.15' 4• PVC @ 7. 10% N28:J7'29"£ J.29' 6" PVC@ 2.00% l/52 N76'22'Jf'W 7.8!' 4' PVC @ 2.00% N6! '22'Jt "£ ff.OJ' 4• PVC @ 14. 41% L!5J N76'22'Jf"W 4.92' 6" PVC @ J.29% N28:J7'29"£ 5.84' 6" PVC@ 2.00% l/54 NJ!'22'Jt'W 1.46' 6" PVC @ J.29% N6!'22'J!T 2.0J' 4• PVC@ 72.40% l/55 N58:J7'29t 2.49' 4" PVC @ 7.88% N28:J7'29"£ !.86' 6" PVC@ 2.00% l/56 NJ!'22'Jt'W 5.97' 4• PVC @ J.29% N6! '22'Jt'W 7.20' 4• PVC @ /8. 96% L/57 N!J:J7'29"W J2.!8' /2" PVC @ I. 00% N28:J7'29"£ 12.09' 6" PVC @ 2.00% l/58 N76'22'Jt"W 4.60' 6" PVC @ 21.57% N28:J7'29"£ 4.78' 4• PVC @ 23.70% L/59 N76'22'J!"W !.76' 6" PVC@ 21.57% N7J:J7'29T 2J.J8' 6" PVC@ 2.00% L/60 N!J:J7'29"W 7.70' 4• PVC @ 4. 00% Nl6'22'Jt'W 12.62' 4• PVC @ 5. 45% l/6! N!J:J7'29"W 2.J5' 4• PVC@ 4.00% N7J:J7'29"£ /0.99' 6" PVC @2.00% L/62 NJ1'22'Jt"£ 6.07' 6" PVC @ 4. 00% N28:J7'29"£ 4./2' 6" PVC @2.00% L/6J N76'22'J!T 9.95' 6" PVC @ 2.00% N6!'22'Jt'W 6.20' 4• PVC @ 5.81% L/64 N/3:J7'29"W !8.86' 6" PVC @ 4.00% N28:J7'29 "£ 2.29' 6" PVC@ 2.00% l/65 N!J:J7'29"W 9.14' 4• PVC@ 2.00% N6! '22'J! •w 15.64' 4• PVC @ 2. !J% l/66 NJ!'22'J!T 46.J3' 4" PVC @ 2.00% N28:J7'29t 1.69' 6" PVC@ 2.00% L/67 N!3:J7'29'W 20. /6' 12• PVC @ 1.00% N 7J:J7'29 "£ 4.68' 4• PVC @ 6.29% l/68 NJ!'22'J!T 21.47' 12• PW: @ 1.00% N28:J7'29T 20.65' 4" PVC @2.00% L/69 N58:J7'29"W 6.92' 6" PVC @ 9. 44% N6!'22'J/"£ 40. /9' /2' PVC@ 1.00% L/70 N3!'22'J!'W 14. 4/' 4• PVC @ 24. 86% NJ!'22'J1T 4.J7' 12• PW:@ 1.00% l/71 N58:J7'29'W 9.01' 6" PVC @ 9. 44% N58:J7'29T 2J.4J' 4• PVC @ 2.00% Ll72 NJ!'22'Jt'W J.24' 4" PW: @ 84.98% N58:J7'29"£ 10.00' 6" PVC @ 6.84% l/73 N58:J7'29"W 5.44' 6" PVC@ 9.44% NJ!'22'J!T 10.25' 4• PVC @ 7.67% L/74 NJ!'22'Jf"W 2.58' 6" PVC @ 15.76% N58:J7'29t 10.00' 4• PVC @ 6.84% L/75 NJ1'22'J!'W 8.07' 4' PVC @ 15.76% NJ! '22'J! "£ 20.50' /2' PW:@ 1.00% L/76 N76'22'Jt"W J.65' 4" PVC@ 15.76% N!J:J7'29"£ !0.79' 6' PVC@ 2.00% L/77 N58:J7'29"W to.65' 6" PVC @ 9. 44% N58:J7'29"£ 2.J7' 6' PVC @ 2.00% l/78 N58:J7'29'W 2.58' 4• PVC@ 9.44% NJ!'22'Jt'W 1.02' 6" PVC @ 91.14% L/79 NJ!'22'Jt'W /0.65' 4• PVC @ 9. 44% NI J:J7'29 "£ 10.00' 4• PVC @ 14.57% NJ!'22'Jt'W 1.60' 4' PVC@ 91.14% N58:J7'29T to.00' 6' PVC @2.00% NJ!'22'J!T 7.6J' 4' PVC @ 28.54% "AS BU IL T" N58:J7'29T 7.62' 6" PVC @ 2.00% N58:J7'29T 5.J2' 6" PVC @ 2.00% NJ!'25'24'W 4. 74' 4• PVC @ 27.61% NJ!'25'24"W 17.89' 6' PVC @2.00% N58:J4'J6"£ 12.55' 6' PVC@ 2.00% RCE EXP. DATE N58:J4'J6"£ 8.00' 6' PVC@ 2.00% N58:J4 'J6 "£ 8.00' 6' PVC @2.00% N!J:J4'J6"W 7.04' 6" PVC @2.00% REVIEWED BY: N58:J4'J6T 7.88' 6' PVC @2.00% INSPECTOR DATE ~ CITY OF CARLSBAD l----t-----+----------------t-----+---+---+----1 ~ LAND DEVELOPMENT ENGINEERING ~G~R~AD~IN~G~P~LAN~·~-s~. =;F~O~R;=: ==::::::::=::=::::::::::::::::::::::::::'~9]F7 CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A DA TE INITIAl ENGINEER OF WORK REVISION DESCRIPTION A TE INITlAl DA TE INITIAl OTHER APPROVAl CITY APPROVAl OWN BY: MK PROJECT NO. I DRAWING NO. CHKD BY: l)S.,,C;, CT 15-08 428-9H RVWD BY: _•!fa ' 0 ll § 2 C'l 2 C: s: Ill m D Cl I 2 C'l 2 C: s: DJ m D 0 :0 i -2 C'l 2 C: ~ DJ m D NUMBER OElTA ANGLE RADIUS ARCLENClH NUMBER OElTA ANGLE RAO/US ARC LENClH NUMBER BEAR/NC DISTANCE Cf 21WJ'15• 28.50' 10.85' C107 0175'58' 229.00' 5.06' LI N58:J7'29"W IJ.21' C2 26:56'o2" Jl.50' 16.22' C/08 90:J0'/7' 200' J.16' L2 NOOVO'oo'W 29.05' CJ oo:JB'tr ,/91.00' 5.50' C/09 06'08'56' 229.00' 21.58' LJ N26 '08'52"W 1230' c,; OO:J7',/9" 500.00' 5.50' CffO 90:30'!7" 200' J.16' LI N2970't2"E 16.00' C5 58:J7:29" 5.00' 5.12' C!f! 89'2,17!' 200' J.12' L5 NJl77:28'W 16.00' C6 26'08'52" 3,/. oo' 15.52' C!12 0051'1!" 190.00' J.02' L6 NJ578'55"E 16.00' C7 87:J,/'59" 11.00' 21. ,/(}' C!fJ l5'22'16" 205.00' 55.0J' L7 N25'59'o8"E 17.12' CB 00'21'56" ,175.50' J.OJ' CIU 89'2,f'ff" 200' J.12' LB N71'22'5.J"E 16.02' C9 89¥5'36" 200' J. fJ' C!15 0!'22'10' 190.00' 1.51' L9 Nf,f.:JO#"E -IIJ.57' CfO 05-07'16" ,/93.50' #.ff' C!16 89'2,i'tl' 200' J.12' LIO N75'29'!6'W 16.00' Cff 89¥5'36" 200' J. fJ' C!17 05-07'35" 205.00' 18.JI' Lfl NU:J/J#"E 101.82' C12 OO:J2',/t" ,175.t,1' 4.52' C!18 2778'.JJ' 211.00' 10200' L!2 NI0'08'51"E J.93' CfJ 89¥5'36" 200' J.13' Cf/9 90:J/J'f 7' 200' J. 16' LfJ N79'5!'o9"E 16.00' C14 06 '08 ',/3' ,193.50' 529.J' C120 0675:20" 229.00' 25.00' Lfl NIOV8'5t"E 25.50' C15 6,1'25',/7' 34.50' 38.80' C121 101¥9'30' 5.00' 8.89' L/5 N79'5!'o9'W 16.00' C16 75¥6'58' 3,1.50' -f5.6J' C/22 0071'18' 319.28' t.JJ' L16 N!0'08'5t"E 1.50' C17 31'55'37" 31.50' 19.22' C/2.J 90'22:2.J' 200' J.15' L17 N79'5!'o9"E 16.00' C18 09'28'17• 126.00' 20.8.J' Cf2,/ 03'20'16' 291.25' 17.01' L18 NI0'08'5l"E 51.00' C19 89'06'17" 200' J.11' C!25 90'22:2.J' 200' J.15' L19 N79'5l'o9'W 16.00' C20 01'06:2.J" 111.00' 278' C/26 69:J5'JJ' 15.00' 18.22' L20 N817 7:22"£ 16.02' C21 8959'60' 200' J. f,1' C/27 0l:J7'o!O' 190.00' 5.J7' L21 NOOVO'oo"E 19.9.J' C22 (),1'21'5.J" 126.00' 9.60' C/28 89'2,f'fl' 200' J.12' L22 N90VO'Oo"W 15.96' C2J 90VO'Oo' 200' J.U' C/29 02:ll'-lli' 205.00' 9.17' L2J NOOVO'oo"E 3212' C2,/ 8959'60" 200' J.f,I' C!JO 89'2,1'/!' 200' J.12' L21 N58:J7:29"E 16.tu' C25 90VO'Oo" 200' J.f,I' Cf.JI 01'22'10' 190.00' 1.51' L25 NJ07 7'56"£ 16.00' C26 89'27'!,1' 200' J.!2' C!J2 89'2,1'/f' 200' J.12' L26 N2970't2'W 16.00' C27 02'1.J'f 7' 96.00' 1.56' C!JJ 76¥1',/9" 16.50' 2209' L27 NIOW'#i"E 16.02' C28 98-.,.9'50' 200' J.10' Cl.JI 05¥6'5!" 510.00' 51. ,/6' L28 N,16'50'39"W 16.02' C29 05-.,.2'38' 111.00' 11.36' C1J5 l6'20'3!" f,/.9.00' 1250' L29 N8J¥9'57"E 16.02' CJO 927,1'51" 200' J.22' C1J6 90¥2:27' 200' J.17' LJO N89'59'50'W 16.02' CJ/ 1670'52" 53.00' U.97' CIJ7 0!'51'10' 161.00' 5.JO' LJ1 NOOVO'oo"W 19.9,1' CJ2 16!:J4'17" 11.00' 39.-IIJ' C!J8 90¥2:27' 200' J.17' LJ2 N88¥9:2J"E 15.97' CJJ 58:J?:29" 20.00' 20.,/6' C/39 IJVl:2r /,/9.00' 31.00' LJJ N79'51'o9'W 15.99' CJ./. 9075:22' 200' J.15' cuo 90¥2:27' 200' J./7' LJI NIOV8'5l'W 51.00' CJ5 OO:J6'60' #9.50' 1.8,1' CUI 0!'51:28' 161.00' 5.32' LJ5 N79'5!'o.9"E 16.00' CJ6 9075:22' 200' J.15' CU2 90¥2:27' 200' J.17' L.J6 N10V8'5t'W 1.50' CJ? 02'57'50' I..J!.50' 2232' C!I..J 16'20'-lli' f,f.9.00' 1251' LJ7 N79'5!'o9'W 16.00' CJ8 f,f.'28:2,i' 97.00' 21.50' CU,/ l06VJ'JJ' 8.00' 11.81' LJ8 NIOV8'5l'W Jf.1..J' CJ9 88:J5'o7' 200' J.09' Cll.5 0251'/9' 353.25' /7.91' LJ9 NU:J/J#'W 1J.J2' C,/(} OJ'20'o6' 79.00' 1.60' Cf,/6 89:J9'.Jr 200' J.13' L,/(} N75'29'!6"E 16.00' C,if 88:J5'o7' 200' J.09' Cf,1.7 00¥6:2.J' JJ5.25' 1.52' LIi NU:J/J'll'W 1.50' C,12 36'59'!8' 97.00' 6262' Cl-Iii 89:J9'37' 200' J.fJ' L/2 N75'29'16'W 16.00' CI..J 88:J5'o7" 200' J.09' CU9 08¥2'58' 353.25' 5J.71' LI..J NU :JO',// •w 5!.00' C# OJ'20'o6" 79.00' 1.60' C/50 89:J9'37' 200' J./J' LIi N75'29'16"E 16.00' Cl.5 88:JS'or 200' J.09' C/51 00"./6:2.J' JJ5.25' 1.52' Ll.5 NU:JO',//'W 1.50' C,/6 0170'37" 5200' 1.07' C/52 89:J9'37' 200' J.IJ' L,/6 N75'29't6'W 16.00' C,/7 9!¥f'o7" 200' J.20' C/5.J 05'51:20' 353.25' 36./0' L,/7 NU:JO'·ll'W 1250' C-1/J 06'29'5.J" 70.00' 7.91' Cf5,/ 01¥7:28" 526.76' 16.17' L-1/J N75'29'!6"E 16.00' C/9 90¥7'/,1' 200' J.17' C/55 9072'./o' 200' J.15' L,/9 NU:JO',//'W 59.7J' C50 89'59'60' 200' J.f,1' C156 00:J0'/8' 5#.75' 1.80' L50 N25'59'o8'W 17.56' C5f 90VO'Oo" 200' J.U' C/57 9072'./o' 200' J.15' L5! N58:J7:29"W 13.19' C52 (),1'2!'53' 8200' 6.25' C/58 O,i:J7'22' 526.76' 1250' L52 NBl'52'fO"E fJ.01' C5J 90VO'Oo' 200' J.f,1' C!59 9072'./o' 200' J.15' L5J N82'57'J5'W 13.01' C5,/ 90VO'Oo" 200' J.f,I' C/60 00:JO'oto• 511.75' 1.78' L51 N67¥0'5t"E 13.01' C55 90VO'oo" 200' J.f,I' C/61 9072'./o' 200' J.15' L55 N65"./6'15'W IJ.01' C56 90VO'o0' 200' J.f,1' C/62 tu:J7'.JO' 526.75' ,1252' L56 N60V2:29"E IJ.01' C57 90VO'Oo" 200' J.f,I' C/6.J 9072'./o' 200' J.15' L57 N.J6 '21'50"W 15.99' C58 11'28:21" 100.00' 20.02' Cf6,/ IOl'l.1'15' 5.00' 8.88' L58 NJ5VI '5J"E 16.00' C59 oovo'o10· 97.00' o.oo' C/65 00:ll'lt' 511.75' 5.JI' L59 NJli VO'l9'W 16.00' C60 9J72'o8' 6.00' 9.76' C/66 85:JIJ'/7' 16.50' 21.67' L60 N,/(} 7 6 '-Iii "E 16.00' C6f 907JO'Oo" 15.00' 23.56' C/67 87¥1:29' 15.00' 2296' L61 Nl/72'5/'W 16.00' C62 0!¥9'o6" 595.25' 18.89' C/68 0,176'12' 510.00' 38.0f' L62 N,/6V7'5J"E 16.00' C6J 89'59'60' 15.00' 23.56' C/69 96 :J4 ',/3' 15.00' 25.28' L6J N28¥7'srw 1.22' C61 11'27'.JJ" 270.00' 51.00' C/70 89'59'60' 3200' 50.27' L61 N8J77'o7"E 11.19' C65 89:ll'/5' 200' J.!J' C/71 89¥7'59' 32.00' 50.15' L65 N85:JJ'./o'W 11.19' C66 O!Vf'o5' 255.00' 1.53' C/72 0376:21" 150.50' 8.60' L66 N67'21'f8'W 11.19' C67 89:ll'/5' 200' J.!J' Cl7J OJ76'o.J' /50.50' 8.58' L67 N65VI '1.5"£ 11.19' C68 1576'11" 270.00' 7200' C/7,/ 90VO'Oo' 200' J.f,I' L68 N89 '5J'tl"E 1299' C69 89:JJ'/5' 200' J.fJ' C/75 89'59'60' 200' J.f,f.' L69 N8978'ot"E IJ.01' C70 O!Vf'o5" 255.00' 1.53' C176 90VO'OO' 200' J.f,f.' L70 N2J'22'o5'W 16.00' C7! 89:JJ'/5" 200' J.!J' C/77 75¥1'60' 5.00' 6.6I' L71 N66:J7'55'W 17.00' C72 05'1.J'/6' 270.00' 27.00' C/78 02'20'36' 255.00' 10.1..J' L72 NOOVO'oo"E 0.00' C7J 89:ll'/5" 200' J.!J' C/79 89:ll'/5' 200' J.fJ' L7J N8JVO'.Jti"E IJ.Of' C71 (),I 'I.J:21 • 255.00' 21.02' C/80 l06:J6'o6' 5.00' 9.JO' L7,/ N85:Jl:2J'W IJ.01' C75 8671'31" 5.00' 7.52' C/81 68'50:21' 15.00' 18.02' L75 N62WJ'tJ'W 1299' C76 02-08'51' 309.21' 11.59' C!82 89'59'60' 200' J.f,I' L76 N,/6'2/'oJ'W 15.99' C77 90'22:2J' 200' J.!5' CIBJ 90VO'oo' 200' J.f,I' L77 N/9¥1'19"£ 15.99' C78 0370:25" 291.25' 16.!J' Cf8,i 89'59'60' 200' J.f,I' L78 N62:JO't5'JII 13.01' C79 01¥7:28" 588.71' 18.10' C!85 89'5.9'60' 200' J.f,I' C80 89¥7'60' 200' J.tJ' C/86 3175'/T 5J.,/{J' 29.U' C8f 00:J/'56" 570.68' 5.80' C/87 70WJ'5.J' 10.00' 1236' C82 89¥7'60' 200' J.fJ' C/88 IOJV2'5!" 6.01' 10.80' C8J tu75'59' 588.75' IJ.81' C/89 03'25'11' 175.50' 28.38' C8,i 89¥7'60' 200' J.fJ' C/90 89'59'60' 200' J.f,I' C85 00:Jt'50' 570.77' 5.29' C19I 90VO'oo' 200' J.f,I' C86 0072'!5" 200' 0.01' C192 89'59'60' 200' J.f,I' C87 90VO'Oo' 200' J.f,I' C/9.J 90VO'oo' 15.00' 23.56' C88 04'55'o8' 588.75' 50.55' Cf9,/ 89'59'60' 5.00' 7.85' C89 89¥7'60' 200' J.tJ' C!95 89'59'60' 200' J.f,I' C90 0172',/8' 570.75' 1209' C/96 90VO'oo' 200' J.11' C91 78:55'!2' 5.00' 6.89' C/97 89'59'60' 5.00' 7.85' C92 !80VO'oo" 10.00' 31.12' C/98 90VO'oo' 15.00' 23.56' C9J 0276'!8" 185.00' 19.23' C/99 90VO'oo' 200' J.!I' C91 f80VO'oo" 10.00' 31.12' C200 89'59'60' 200' J.f,f.' C91 f80VO'Oo" 10.00' Jf.12' C20! 89¥5'36' 200' J.IJ' C95 0276'!8" ,165.00' 18.14' C202 09'25'18' 119.6!' 7J.9J' C96 f80VO'oo' 10.00' Jf.12' C20J 9075:22' 200' J.15' C97 OJVJ'50" 185.00' 25.93' C2tu 06¥6'19• I..J!.50' 51.00' C98 180VO'oo" 10.00' Jf.12' C205 19'52'19' 100.00' 31.70' C99 OJVJ'50' ,165.00' 21.87' C206 90VO'oo' 200' J.f,I' C/00 86¥9'5/' 5.00' 7.58' C207 68'29'18' 11.00' 16.7.J' C!O! 0175'58" 229.00' 5.06' C208 89'59'60' 200' J.f,f.' C/02 90:JO't7" 200' J.!6' C209 109'52'19' 8.00' 15.J./.' C!OJ 0276'.JJ" 215.50' 8.56' C2l0 90VO'oo' 200' J.f,I' C/01 90:JO't7" 200' J.16' C2II 70'07'/t' 15.00' 18.36' C!05 0276'.JJ" 215.50' 8.56' C212 89'59'60' 200' J.f,f.' C/06 90:J0'/7' 200' J.16' C21J 90VO'oo' 200' J.f,f.' NUMBER BEAR/NC DISTANCE L79 N65Vl'o2"E 13.01' L80 N67:J7'50'W 13.01' LB! N58:J7'29"E 16.13' L82 N90VO'oo"E 0.00' LBJ N85V7'.JO'W 11.19' LB/ N8l'5t:26"E 11.19' L85 N90VO'Oo"E 0.00' L86 N68¥6'59'W 11.19' L87 N65:J0'39"E !!.19' L88 N52'26'!!'W 16.68' L89 N5J:J7'22"E 14.6!' L90 N50'1.J'o2'W 16.01' L9I N.f.975'5.J"E 16.01' L92 N,/(} :J2'5f. 'JII 16.01' L9J NJ9V5'/.5"E 16.01' L91 NJ5VI '5.J'W 16.00' L95 NJ5'57'3I "E 16.00' L96 N,10:J/'5.J'W 16.00' L97 NII :J0:2.J"E 16.00' L98 N,16-07'5.J'W 16.00' L99 N58:J7'29"E -I0.98' LfOO N58:J7:29'W II.Of' LfOI NJ/'22'.Jt'W 39.01' L102 N58:J7'32'W II.OJ' L!OJ NJ/'22'.Jt'W 66.00' L104 N58:J7'29 "E J.92' L105 N66:J7'55"E 51.00' L106 N2J'22'o5"E IJ.00' L107 N66:J7'55"E 1.50' L108 N2J'22'o5'JII !J.00' L/09 N66:J7'55"E Jl.00' L!fO N2J'22'o5"E !J.00' L!f! N66:J7'55"E 7.35' L112 N8J¥0'17'W IJ.01' LIIJ N2J'22'o5"E 16.00' Lff,f. N66:J7'55'JII 2-IIJ' Lf/5 N66:J7'55"W 221.,16' Ll/6 N2J'22'o5'W IJ.00' Lit? N66:J7'55"E 1.50' Ll/8 N2J'22'o5"E !J.00' Ll/9 N66:J7'55"E 51.00' Ll20 N2J'22'o5'W 19.26' L!2! N8! WJ'oJ"E 15.7.J' L/22 Nl!'27'J8'W 16.00' L/2.J N2J'22'o5"E IJ.00' L/21 N66:J7'55"E 25.50' L/25 N2J'22'o5'W IJ.00' Ll26 N66:J7'55"E 51.00' L/27 N2J'22'o5"E IJ.00' Ll28 N66:J7'55"E 1.50' Ll29 N2J'22'o5'W IJ.00' LI.JO N2J'22'o5'W 200' L!Jf N66:J7'55"E 1.50' L1J2 N2J'22'o5"E IJ.00' L!JJ N66:J7'55"E 68.00' LI.JI N2J'22'o5'W IJ.00' L/35 N66:J7'55"E 250' LIJ6 N2J'22'o5"E 200' LIJ7 N66:J7'55"E 51.00' L!J8 N2J'22'o5'W IJ.00' LIJ9 N66:J7'55"E 1.50' Lf,/(} N2J'22'o5"E !J.00' LUI N66:J7'55"E 17.00' Lf,/.2 N66:J7'55'W 96. 10' L!I..J NJ7lll't5"W 16.00' L!# NI..J71'51'W 19.01' Lll.5 N66:J7'55"E 7.38' L/,/6 N2J'22'o5'W !J.00' Ll/7 N66:J7'55"E 1.50' LI-Iii N90VO'oo"E o.oo' Lf/9 NI..J71'51'W f. ,17' Ll50 N66:J7'55"E 1.69' LISI N2J'22'o5"E IJ.00' L/52 N66:J7'55"E 17.00' Ll5J N2J'22'o5'JII !J.00' L/5,/ N66:J7'55"E 1.50' L/55 N2J'22'o5"E /J.00' L!56 NU:JO'll"E 181.82' ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~.z:;:,~~,c._._- KoBERT D. DENTINO RCE: 45629 2/5/16 DATE (i) ~ z ,c > "ti ~ 8 -0 "Tl "' --I (") C ;!l I < Im I \ I I I I \ \ \ \ 7 SIGHT DISTANCE CORRIDORS SCALE !'=50' "' "' SIGHT DISTANCE 'R!DORS l)l BALBOA CIRCLE \ \ \ ------ -0 50 100 150 200 25 2) ,. \ \1 I 1· JI ---_ _!, ,-,_,-, __ ,> -~,' ~ "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE t---i---+----------+------+---+---+---t ~ :===~========~Pffi~ CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING S /t. /{; /(./JO DATE INlTIAL DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-MA/CUP 03-01A CITY ENGINE DWN BY: MK CHKD BY: SC- RVWD BY: JJ:IL EXPIRES 09 30 16 PROJECT NO, CT 15-08 DATE I DRAWING NO. 428-9H l I I I □ lJ ~ 2 G) 2 C s: m lJ tJ D ~ 2 G) 2 C s: tTJ m jJ NUNBER ORTA ANCLE RAOII/S ARCLENClJ-1 NUNBER BEAR/NC 0/Sli/NCE NUNBER BEAR/NC 0/Sli/NCE ct 90VO'Oo" 200' J.f,f' LI N23'22'()5"W 8.!1' L88 N23'22V5"W !.50' C2 89'59'60" 200' J.f,f' L2 N66:J7'55"E 6.00' L89 N66 :J7'55"w 16.00' CJ 75'2!'!0" 15.00' 19.7!' L3 N66:J7'55"E 7.15' L90 N23'22'o5"w 51.00' Cf. O!V5'(),f" 163.00' f!.62' L4 N23'22V5"E 8.,ff' L9f N2J'22V5"E 51.00' C5 8978'20" 200' 3.12' L5 N23'22'o5"W 18.00' L92 N66:J7'55"W 16.00' C6 1!'56'2!" 181.00' !7. 19' L6 N72'53'!1"E 16.01' L93 N23'22'o5"E !.50' C7 8978'20" 200' 3.12' L7 N87¥9'.J2"W 16.01' L9! N66:J7'56"E 16.00' co OO:J8'2!" 163.00' !.82' L8 N87V5'!1 "E 15.99' L95 N23'22'o5"E ,f250' cg 0172'56" !J7.00' 29!' L9 N23'22'o5"E 25.50' L96 N66:J7'55"w 16.00' C!O 90'50'56" 200' 3.17' LIO N66 :J7'55"W 16.00' L97 N22¥6'.J7"E 0.00' Cf! 20'27'!6" 119.00' !250' L11 N23'22'()5"E !.50' L98 N23'22'o5"w 1.50' C!2 90VO'Oo" 200' J.f,f' Ll2 N66 :J7'55"E 16.00' L99 N66:J7'55•w 13.00' C!J 89'59'60" 200' 3.1!' Lf3 N23'22'o5"E 59.50' LfOO N23'22'o5•w !250' C/4 89'59'60" 200' .114' Lf,f N66:JT55·w 16.00' LIO! N66 :J7'55"E 13.00' C!5 89'59'60" 200' ,lf,f' L15 N23'22'()5"E 19.00' L/02 N23'22'o5"w !.50' C/6 89'59'60" 200' .11!' Lf6 N66:J7'55"E 16.00' L!OJ N66:JT55"w 13.00' C!7 89'59'60" 200' .11!' Lf7 N23'22'o5"E 56.00' Lf(J,f N23'22'o5"W 51.00' C/8 89'59'60" 200' .11!' Lf8 N66:J7'55•w 16.00' L/05 N66:J7'55"E 13.00' C/9 2775'58" 10.00' !.76' Ll9 N23'22'()5"E !.50' L106 N23'22'o5"w !.50' C20 62¥/'()2" 28.00' J0.66' L20 N66:J7'55"E 16.00' L/07 N66:J7'55•w 13.00' C2! 89'59'60" 200' .11!' L2! N23'22'()5"E 8.50' L/08 N23'22'o5"W !250' C22 90VO'Oo" 200' .11!' L22 N66:J7'55•w 16.00' L/09 N66:J7'55"E 6.00' C2J 89'59'60" 200' .11!' L23 N23'22'()5"E 8.39' LffO N66:J7'55"E 1.100' C2! 89'59'60" 200' 3.1!' L2! N66:J7'55"E 85.00' Lf!! N23'22'o5"W 1.50' C25 90VO'Oo" 200' 3.1!' L25 N23'22V5"E !!.00' Lf!2 N66:J7'55"W 0.13' C26 90VO'Oo" 200' J.f,f' L26 N!5VO'Oo"E 0.00' Lf!3 N23'22'o5"E !250' C27 90VO'Oo" 200' ,lf,f' L27 N23'22'()5"E 16.00' LIU N66:J7'55"W 16.00' C28 89'59'60" 200' .11!' L28 N66:J7'55"W 8.50' Lf!5 N23'22'o5"E !.21' C29 90VO'Oo" 200' .11!' L29 N23'22V5"W 16.00' Lf!6 N737t'orE 8.33' CJO 90VO'Oo" 200' .11!' LJO N66:J7'55"W !.50' Lf!7 N66 :J7'55"E 16.00' CJ! 89'59'60" 8.00' 1257' L3! N23"22'o5"E 16.00' Lff8 N23'22'o5"w !.50' CJ2 90VO'Oo" 9.00' !!.!!' L32 N66:J7'55"W 3!.00' Lf!9 N66:J7'55"w 16.00' CJJ 90VO'Oo" 9.00' f!.f,f' LJ3 N23'22'()5'W 16.00' Lf20 N23'22'o5"w !250' CJ! 89'59'60" 8.00' 1257' LJ! N66:J7'55•w 1200' Lf2! N66:J7'55"E 16.00' CJ5 89'59'60" 200' ,lf,f' LJ5 N23'22'o5"E 16.00' Lf22 N66:JT55"W 35.00' CJ6 89'59'60" 200' ,lf,f' L.16 N66:J7'55"W 3!.00' L/23 N23'22'o5"E 1.50' CJ7 89'59'60" 200' 3.1!' LJ7 N23'22'()5"W 16.00' L/2! N66:JT55"E 16.00' CJ8 20'5!'5J' 181.00' 66.07' LJ8 N66:J7'55"W !.50' Lf25 N23'22'o5"E !250' CJ9 8978'20· 200' 3.12' L39 N23'22V5"E 16.00' L/26 N66:J7'55"w 16.00' C!O 00'55'(),f. 163.00' 26!' L!O N66:J7'55.W 25.50' L/27 N23'22V5"E !.50' C!! 00"47'JO' !J7.00' 1.89' l!l N23'22V5·w 68.00' L/28 N66:JT55"E 16.00' C/2 90'50'56. 200' 3.17' L/2 N66:J7'55"E 16.00' L/29 N737f'o8"W 5.90' C!J 07"06'3.5. 119.00' !!.77' L/3 N23"22'()5"W 4.50' L!JO N!6¥8'53"E 16.00' C# 90'50'56' 200' 3.17' l!! N66:J7'55"W 16.00' Lf3! N23'22'o5"E 1.50' C!.5 07"2!'!7. !J7.00' 17.71' l!5 N23'22'o5"W 51.00' L/32 N66:J7'55"E 16.00' C-16 96'50'3.J. 15.00' 25.J5' l-16 N66:J7'55"E 16.00' Lf33 N/6¥8'5.J"E 16.00' C/7 govo'Oo· 200' ,lf,f' l!7 N!5VO'OO"w 0.00' Lf34 N737t'orE 3!.00' C#J 90VO'()O' 200' 3.1!' L#J N66:J7'55•w 16.00' L1J5 N16¥8'53•w 16.00' C/9 90V0'()5' 200' 3.1!' l/9 N66:J7'55"E 16.00' Ll.16 N737!'!2"E !.50' C50 89'59'55' 200' 3.1!' l50 NOOVO'OO"E 0.00' L/37 N/6¥8'5.J"E 16.00' C5! 89'59'60' 200' 3.1!' l51 N66:J7'55•w 16.00' Lf38 N737t'orE 31.00' C52 90VO'Oo' 200' ,lf,f' L52 N23'22'o5•w !250' Lf39 N/6¥8'5.J"W 16.00' C5.J 1875'!8. 200' 0.6,f' L5.J N66:J7'55"E 16.00' L!!O N737t'orE 1200' C5! 89'59'6o· 200' ,lf,f' L5! N23"22'()5"W !.50' LU1 N/6¥8'5.J"E 16.00' C55 2!'55'.19' 5.00' 1.9!' L55 N66:J7'55"W 16.00' LU2 N737t'orE !250' C56 9ovo'Oo· 200' 3.1!' L56 N23'22'()5"W 25.50' L!-13 N88:J3'.J!"E 18.79' C57 govo'Oo· 200' .11!' L57 N87:J2'#1"E 16.01' LU! N88:D'.J!•w 16.00' C58 govo'Oo· 200' 3.1!' L58 N87"31'orw 15.99' L!!.5 N01'26'26"E 2.170' C59 89'59'6o· 200' 3.1!' L59 N80"2!'.J2"E 15.99' Ll-16 N23'22'o5"E 16.06' C60 govo'Oo· 200' 3.1!' L60 N66:J7'55"E 16.00' LU7 N66:J7'58"W -I0.00' C6! 89'59'5r 8.00' 1257' L61 N23'22V5"E 2!.6,f' Lf#J N23'22'o5"w 16.00' C62 !9'f9'(JJ' 8.00' 6.96' L62 N23'22'o5"W 40.-16' Lf!9 N66:J7'55"w !.50' C6J 90VO'Oo' 200' 3.1!' l63 N2!'27'.J1"W 10.00' L150 N23'22'o5"E 16.00' C6! 90VO'Oo' 200' ,lf,f' L64 N23'22'()5"E 70.00' L/51 N66:J7'55"W !250' C65 90VO'Oo' 200' J.f,f' L65 N66:J7'55"W 3.90' L152 N23'22'o5"w 16.00' C66 90VO'Oo' 200' 3.1!' L66 N23'22'o5"E 19.00' L/5.J N66 :J7'55"w 0.00' C67 !070'57. 8.00' 5.6!' L67 N66:J7'55"E 0.10' L15" N66 :J7'59"W !.50' C68 govo'Oo· 8.00' 1257' L68 N66:J7'55"W ,f.50' L/55 N23'22'o5"E 16.00' C69 89'59'6o· 5.00' 7.85' L69 N23"22'o5"W 8.38' L156 N66:J7'55"w !250' C70 89'59'6o· 200' 3.1-1' L70 N23"22'()5"w 3.00' L157 N23'22'()5"w 1.50' C7! govo'Oo· 200' 3.1!' L7! N66:J7'55"W 18.00' Lf58 N7371'o!"W 9.59' C72 67'58'()5' 10.00' 11.86' L72 N66:J7'55"W 8.13' L159 N16¥8'5.J•w 16.00' C7J 7!76'5o· 1.50' 1.9!' L73 N23'22'o5"E 65.#' L160 N737!'o9"W 3!.00' C7! 90VO'Oo' 10.00' 15.7!' L7,f N23'22'o5"W 15200' L16! N/6 ¥8'5.J"E 16.00' C75 89:59'60' 5.00' 7.85' L75 N66:J7'55"E 8.13' L162 N7371'o7"W !.50' C76 89'59'60' 200' 3. 14' L76 N23'22'o5"E 51.88' L163 N16¥8'5.J•w 16.00' C77 90VO'Oo' 200' J.f,f' L77 N23'22'o5•w 16.00' L16! N737!'o7"W 17.00' C78 90VO'()O' 200' 3.U' L78 N66:J7'55•w !.50' L/65 N16¥8'o1"W 0.00' C79 89:59'60' 200' 3.U' l79 N23'22'()5"E 16.00' L/66 N16¥8'53"E 16.00' C80 govo'Oo· 200' 3.U' L80 N66:J7'55"W 3!.00' L/67 N737!'o7"W 267' C81 90 '(J(J 'oo • 200' 3.U' L8! N23'22'o5"W 16.00' L/68 N66:J7'5!"W 0.00' CO2 90VO'o0' 200' 3.U' L82 N66:J7'55"W 19.25' L169 N23'22'o5"W 16.00' C8J 90VO'Oo' 200' 3.U' L8J N66:J7'55"E 35.00' L/70 N66:J7'55"E 25.50' CO! 89:59'60' 200' 3.U' LO! N22'52'25"E 0.00' L17! N23'22'()5"E 16.00' C85 90'(J(J'Oo. 5.00' 7.85' l85 N66:J7'55"W 16.00' Lf72 N66:J7'55"E 31.38' C86 89:59'60· 200' 3.U' L86 N23'22'o5"W ,f250' L173 N66:J7'55"W 235.82' C87 90'(J(J'Oo. 200' 3.U' L87 N66:J7'55"E 16.00' Lf74 N01'26'26"E 8.50' C88 90VO'Oo' 200' 3.U' C89 90VO'Oo' 200' 3.U' ego 90VO'Oo' 200' 3.1!' C91 89:59'60' 200' 3.f,f' C92 !.5:J!'2J' 5.00' 3.98' C9J #'25'.17' 5.00' 3.88' C!lf. 90'(J(J'o0' 200' 3.1!' C95 49¥9'oJ' 10.00' 8.69' C96 90'(J(J'oo' 200' 3.U' C97 govow· 200' 3.U' C98 89'59'6o· 5.00' 7.85' egg 89:59'60· 200' 3.U' CfOO !5:J!'2J. 5.00' 3.98' Cf01 4!'25'.17. 5.00' 3.88' Cf02 89:59'60· 5.00' 7.85' C!OJ 89:59'60· 200' 3.U' C!O! 89:59'60· 200' 3.U' "" ~ p \ ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~p~_L~- KoooiTo.oooNo RCE: 45629 2/5/16 DATE 7 ' i .. --- r~ ' ,J ~ ;,,. SIGHT I as;;mr1 CQli'R/0&. I .... I -~ I I '-= I I lo 'ihMf_ ,o d 26' (!!? I I .... I C) ------"1',/L __ ___ \..----,o/L PROPOSED $! WLLA 78 z lBO l 0 "D )> 1 0 ,_---~ -n -0 C 1. \ ½. 2!! ~ \ "<e, < ~ ;,,. \ m -~ \ \ -\ ----\ .,, -ij _,J· -24' T I C) $! .,. '~;::;;;::=;::::=====::;:;;:;:::;======~~=":J~ ~~a:::,JI ~I}_~ tl ~.,...-;-;:;:;,...,.o!\, 7 l l}"'\i '3.~1'1? l122 Ill Ill BALBOA CIRCLE I I /~-,<--,--,....,.-,-.,...,....,.-,-~r-T"'T'""-r->,---+-- SCALE I "=50' ------0 50 100 150 200 "AS BU I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ D. D~~ gr ~ No. 45629 0 1---+-------"f-----------+-----+----+----+-----~ t---t----+----------------t------t---+-----+-----. ~G=:R::AD=IN:=G,==P=.=LAN==S~F::O::::R=: ========~~~ CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING ,V\\. PUD 15-16/SDP 03-02A/CDP 03-0-4A/CUP 03-01A O.\f t-,,.-r.7r.h.-=c-+-.---c=cc-c.--ccc=-c--c----=----:-=-------t--c--.---,-c---t-c-cc.--h.--,-.,.,..-+-.,....,---t c,C~IT~Y=E~NG~IN:::E=:;:;;PE::::::63~9':':12:::::E::X::P::'IR':'ES::::::09::::::3::0:::1:::6=::';D°;:A::TE::::::===: B 1 'I~ ~OO ilE'II. MIJ{/JEN (JI' i(Jfl/. :HH1S ~ •f /~ £1--C/,f,/6 ~ 'DWN BY: --,M!l"K'---1 PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: Se, I DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ttll=-=-CT 15-08 . 428-9H CJ I 2 Ci) 2 C: . s: to m :a C'J I 2 (jJ 2 C: s: rll :a I 2 Ci) 2 C: s: to m :a EXIST!M AOO OR, PERT, IMP-1 IMP-4 B/0-REIENT!ON BASIN DETAIL INDEX MAP ------0 20 40 60 80 "" " { 1, \ I ' IMP-5 I I I I I 4" PERFORATED UNOERORAIN PIPE NO (1) 21 Ql 0 5 Ii 0 81 @ jo, @ '.,j) @ 11 !, @ @ !81 @ G2l ~ ~ OELTA/BRC LENC!H SLOP£ N6578't2"E 21.15' 0.50% N6578'!2"E 37.25' 0.50% N6578'!2"E JO.OJ' 0.50% N21¥1'48"W 38.76' 0.50% N29'29'o8"W J.80' 0.50% N23'22'o5"W 18.18' 0.50% N68'22'o5"W 21.71' 0.50% N6/J:J7'55"E 6.57' 0.50% N66:J7'55"E 5.30' 0.50% N89rJ7'55"E 21.77' 0.50% N23'22'o5"W J.77' 0.50% N2! :J7'55"E 33.21' 0.50% N00"52'o5"W 26. !8' 0.50% N23'22'o5"W 1.72' 0.50% N!07!'26"W 2.19/' 0.50% N2l'26'26"W 18.26' 0.50% NJ3'28'J1 "W 50.JJ' 0.50% N56:Jl'26"E 20.23' 0.50% N8l77'oO"E 11.21' 0.50% N19V5'2J"W 16.11' 0.50% N49V5'2J"W !J./6' 0.50% N40"54'J7"E 2.18' 0.50% IMP-2 1 2. 00 ll. I --I I~------ J' HfDECIIRB . OPEN/NC I TYPF O DITCH /-'f_R SlJ!r'SO 0--/5 !JROOKS BOX OR EQU//IALFN1; SFF PLANS !OR PLACOILNT -,)::::==<'(' /. 5' NAIJJUS & I' M/V Df.f' Iii PCC SUMP - ' CQYSllrfJCQ(l( NOIES 0 SIDEWALK l/NDERORAIN @ EARTHEN SWALE @ /,//NOR ORA/NACE CHANNEL @ TYPE A ORA/NACE 0/TCH @ RIP RAP ENERGY 0/SSIPATOR r.;,. BROOKS BOX CRAlElJ INLET 18"X!8• 'el HJ/ TRAmc CRA lE @ BROOKS BOX CRA lElJ INLET 2-l"X2-1" W/ TRAmC CRA lE @) Bl0-REIEN110N FAC/L/11£S L -Cc<k:::J t---_______ -~-~ CCW!VtC/ TC @) 1• P/IC PERFORAlEO PIPE EXIST/NC Sl(J/r'AI @ 1,100/FY EXIS11NC 2-1 X 2-1 BROOKS BOX CRA lE INLET PCC SU/JP !VOT[S· ORAIN /IN[ 1-ZI/C[ BROOKS BOX IC LE/ILL JN //-I BO fl OM OF SUMf' OVERFLOW SUMP DETAIL NOT TO SCALL IMP-3 IMP-7 PROPOSED VILLA 63 OVERFLOW SIJl,/P, PER 0El4!L 1HIS SHEET FF:190.88 PAD:190.13 .JO" HfDE TYPE ;.,· =a!ab>=BROW 0/TCH, , r-'?---:'!!_5_{!_-75 :r ~SEE-SH.-~£-T-9-FOR~~PROPOSED VILLA 62 CRAO/NC IN !HIS AREA FF:190.02 PAD:189.27 TOP OF PONO B.EVA 110N IS !HE OUTS/OE RIOGE B.EIIA710N OF !HE PONO. !HE SPILLWAY IN/IERT IS SET 0.50 'BB.OW !HE TOP OF PONO B.EIIA170N ENGINEER OF WORK EXCEL ENGINEERING IMP-8 -- 'XXi'h'., ' v,~ SHE([,_ 17~• ~<l ~'<'S~~;;'!-~' '¼~ -, ·, -, -.. ~~ ',, ,.,·,.,., '·, '-'q_.,_, I '•·-,. ·, '·, ,, 1, '·· '·, -~-~ ' ) _____ -.>~~>~:::<:··,, ---------~-----·,_ -. ', --llP OF PONO '---< B.EY. = 22,1.0 I BOTTOl,I ELEV. = 222.00 SEE SHEET 8 FOR I CRAO/NC IN !HIS AREA LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~.,z.=,~_L Kosooo.6oo1NO RCE: 45629 2/5/16 DATE S'fORrW 0/,j///i/ / n()T/[T nr,Q ;9/ ,1,11 -~ 1./, ,_ I !In ~l!li SURFACE A1 IMP FOOTPRINT (INCH) (SOFT) 1 2,178 6 2 3,671 12 3 4,508 6 4 451 12 5 1,404 10 7 241 6 8 750 12 EXIST. 13112 21 BIOSWALE OR;/JCF PLA rr !VO TES:- / MIN D//J[N\10NS = /;/' WIDt X ID' /AIL 2 HO 1--D/P CAL /111/WZEO PLA 1£ 1/Fll?? //OiES fl A VE df_f)V D!r!L! r!J J C/r.)00//f. our BOT/OM Of CATCH b1//SW 10 PN0/1/0£ Si or ,coR !/f' or ,u,11.TF BtlOW U/r'/F/(£ (If iv'ElTS5111r'f)' 4. h'DX T P/ A 1£ TO l:4 /CH h'A5XV 5. AfPL Y , .. 9UCO,iV£ S!.:J/U/JV/ b!:.7fFF!:.i\! PL/! T£ ANO CA TC,U dASl!V WALL Pl ANT/VC P[R LA/1.1/)!JCAPE P!_AN ---- MAX 1nvunc il[VA 7/0N -\ OU!ZFI IF PER 11/IN --"- -~ \ \ BELOHI CATIJIBASIN ANO Btfli'ElfNQ(l( BASIN /J£TAIL NO/ 10 SCALF A2 A3 B C D (INCH) (INCH) (INCH) (INCH) (INCH) 24 4 N/A 18 18 26.64 4 N/A 18 18 30 4 N/A 18 18 24 4 N/A 18 18 24 4 N/A 18 18 8 4 N/A 18 18 24 4 N/A 18 18 24 N/A N/A 18 18 --+---~----~, - 0 j 0--+-~ ~ _ ✓-6" Pr Rt Of.:A !FLJ P/Pt_- ~ / ' \ 1 , !JL OCKFO !J / PL,1 T[ (111-j 0 s~ ~) '\'--J/8' DIA i!O!F (TrP) ·,._ {!/llflC[ DIA/JFTER & EZE/11117011/ PER 8ASl/l/ !All/[ \ BOX RISER / ORIFICES DIAMElER OVERFLOW IMPERMEABLE STRUCTURE LINER? SIZE UPPER LOWER (INCHES) (INCH) (INCH) 36x36 N/A 1.0 YES 36x36 N/A 2.0 YES 36x36 N/A 1.5 YES 36x36 N/A 2.0 YES 36x36 N/A 1.5 YES 36x36 N/A 2.0 YES 36x36 N/A 1.0 YES 48" DIA N/A 2.0 NO l1KRf7ElllRI /HSY MW/AP NmfS: !. LINER Sl-/1!!.L !:!!: D/HFR 0IVt CO!V/'.'VUOUS 9/LE,r/-!UI WtlJCF WDDLD (OR 0//!LR APP,,ffJV[lJ AIL ///0/J .BASFO 01/ l1CC[Pl£l.) f./lL.RAlUR£ ANO AfAM./iACT!.JR£/i'S SPEC/f?CAllONS PRO/IJUED !JY Th'£ CO/l/7RACTON) !(J P//0/JUCF W47ll? /7()/--/.T 5TA,-WS 2 8/0iilTRA/70/V LAY[R SOIL IJ!X SHALL /JF 65% SAND, 15% SAhJJ Y / OAA,f, ANlJ 20% COA!POST Pl AC!__!) IN 6'" L/ITS' ANU COAIPACllU Mh7/ WAlEl? Plr'/OR TO T!IF M'YI L/Fr /fil/T/A!__ PF!r'h!!A/J/;j_.TY S/IAU B!:. /0" PFR //fJ!JR (ff/TH AN ASS!JMFD ST.48//IZED PERM!.AB/L/1! OF 5" PFR HOUP) I" PIC PIPE R.ow awma fRflC£ PLATE P£TM PERFCWAlltJf LAYf)(JT QETA/1, NOT TO SCAif /VO T 10 SC4i[ BIORETENTION SYSTEM DETAILS NO I JO SC1!L JO" VIN "AS BU I LT" RCE EXP. DATE EARTHEN SWALE REVIEWED BY: NOT TO SCALF INSPECTOR DATE ~ CITY OF CARLSBAD 1---t----t-----------------i----;---,----r-, ~ LAND DEVELOPMENT ENGINEERING :=:G::::R=AD=l::::N~G'::P:::LAN=;S=::::F::O~R:::=::::::===:::::::==:::=:==::::::~~~=: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill} PUD 15-16/SDP D3-02A/COP 03-04A/CUP 03-01A APPROVED: JASON S. GELDEiT Z•/l•Z,0/ CITY ENGINE EXPIRES 09 30 16 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION g 2~1 o-(1-•I, I :m OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SC.. CT 15-08 428-9H RVWD BY: PEIL OTHER APPROVAL CITY APPROVAL ' 0 I 2 Cl 2 C s: [lJ m ::0 CJ jJ § 2 (jJ 2 C s: OJ m jJ Cl :0 § z Cl 2 C: s: OJ m ::0 i C>z -,:::.. Cl I\)~ oos: I OJ (Cm :c :ti (2)#4 CONT. -------- -/ (ALTERNATE BENDS TYP ' --L L L ~ llj ,. ' " .. ' .. 4 -4 ' ,, 4 I/ 8' CONCRETE BLOCK WALL {fm=1500psf.) I"-j J ' I I I, 2 TO 1 BACKFILL I/ VERTICAL BARS PER PLAN r \ I / WHERE OCCURS #4 BARS @24'o.c. {H) ' \_ (2) #4 BA~S (V) AT I/ ~ _J I/ PROVIDE (2) #4 VERT. AT ENDS (2) #4 BARS {V) AT AND CORNERS WALL TYP U.O.N. WALL TYP U.O.N. ,_/ . :;;! 21/4" --r.J-~ UTILITY SLAB BY OTHERS, .~ •~L CORNER BARS TO ' MATCH HORIZ :a;, SLOPE TO DRAIN PER CIVIL . / <D A' REINFTYP • CORNER INTERSECTION OPTIONAL a, , FINISHED GRADE ~ I/ SINGLE LAYER OF REINFORCEMENT CORNER . DRAINAGE AND i \ ' ~ WATERPROOFING r-.... I/ i > LfSTDHOOK STD HOOK :z L " ' BY OTHERS :a;, /I ( '-~ a, =1IS ~ l/ /= rr~ ' --N_, Q ' " 1-# • 0 ,_ <o.<;> · <,_ <,. . . :z 1, ' X " . " " 7 I :a;, \ I . 3" " 9 7 , I \_ (2) #4 B~RS {V) AT~ 1_... '. _J _J CLR. ' 0 0 N (2) #4 BARS (V) AT ' • TYP. N . . . ~ WALL TYP U.O.N. WALL TYP U.O.N. 1 _/-I, . ~ ' A CORNER BARS TO MATCH v' ' . • V " ~ '5BARS@1T~EACH:AY " ci a.: HORIZ REINF TYP = _J >-CORNER .,., 0 ,_ INTERSECTION OPTIONAL TOP AND BOTTOM DOUBLE LAYER OF REINFORCEMENT CORNER STDHOOKTYP L = PER 3/-FOR CONCRETE L = PER 4/-FOR MASONRY ,_ PER PLAN I, , ' RETAINING WALL ~ TYPICAL REINFORCING AT INTERSECTIONS OF (2 CONCRETE/ MASONRY WALLS AND FOOTINGS 2 / (5\ \__:_,) CONCRETE LAP SPLICES PER ACI 318 {INCHES) #6BARS @8"o.c. (V) . ~------------ BAR SIZE LAP CLASS rc=3000 psi fc=4000 psi fc=5000 psi ---')c----------7 '~ 11////// /''////! 3 B 24 24 24 I I/: I I/ 4 B 29 25 24 I I I[/ I/ I 5 B 36 31 28 I I I[/ 0 l/ I 6 B 43 37 34 • "' I -I -2-:1/ I/ I -7 B 63 54 49 > ~ <5 I cj I 8 B 72 62 56 0 I/ / I 0 (0 I I • (!) -I I/ ~ 9 B 81 70 63 @) / I @) I I Cf) I ,------'-------'-,---7 I Cf) 10 B 91 79 71 0::: I/ I/ 0::: <( I I ~ /I I I <( (II I. 4'-0" I. I, 4'-0" ' (II 11 B 101 87 78 "<I" 'I , I ; '!tc I/ I 'I I/ I 'I NOTES: (5\ I I X I I 1. TABULATED VALUES ARE FOR NORMAL WEIGHT CONCRETE. DIVIDE BY 0.75 FOR USE IN ' ' I I/ I 0 I I/ ' LIGHT WEIGHT CONCRETE. I I I I I/ I I I/ 2. TABULATED VALUES ARE FOR UNCOATED OR ZINC-COATED REINFORCEMENT. l( ~ I I I I I 3. TABULATED VALUES REQUIRE CLEAR COVER OF AT LEAST 1 BAR DIAMETER AND CLEAR I I/ I I I/ I SPACING OF AT LEAST 2 BAR DIAMETERS. I I I I 4. FOR HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF FRESH CONCRETE CAST ' ' ' BELOW THE BARS, MULTIPLY VALUES BY 1.3. \__EQUIPMENT BY OTHERS 5. BARS LARGER THAN #11 SHALL NOT BE LAP SPLICED. 6. BUNDLED BARS ARE SUBJECT TO ADDITIONAL REQUIREMENTS AND SHALL NOT BE USED WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD. PLANVIEW (6 CONCRETE LAP SPLICE SCHEDULE ~ LAP PER SCHEDULE ., REINFORCEMENT TO MATCH ~ ' FOOTING REINFORCEMENT MASONRY LAP SPLICES PER ACI 530 & 2013 C.B.C. SIZE AND SPACING, TYP 2" MIN CLEAR 3.5" MIN CLEAR . ------' 1' BAR SIZE COVER & SPACING COVER & SPACING ~ "-·4.., -• • LAP (INCHES): LAP (INCHES): • ·"'' .. ~ ry( 14 .• "':. . . . .,. ◄ •· ~. _ ... _ .... p 3 :r: ::;; ~ ·: ... : ·-_-.. .. ·. 15 12 _4_ ' .. ;/2' . . < "" • . . -· .. ~· . • 4 26 16 -~I/ v. ~» ./2 ----' < . . . X .:A• • • <( 5 40 23 " .. . .-. . . .· = ::. ..... ~· ·_ ,i~ J;I' ,..-_ /4 ~"' . I • . "" 6 54 43 . [A • 4 • • ,1 ' ... v. '. . -. i 7 63 58 ·--I/. .. · . . ... -. ·v: u>. • .. • 8 72 72 . --.. !\ ~ -. . . ,; . -···. '" ... - f) .,~--... -< • / ,p • . . . .i,i·-.., .. 9 82 82 • ' " • --·~ .. : .. '· -~ : ..... ,,_-.. .. . 4 . . -·•--111 Ill~ 111 111=-' ' . NOTES: ' ' ' ' ' , ~ STANDARD 1. TABULATED VALUES ARE FOR GRADE 60 REINFORCING BAR AND MINIMUM 1500 psi HOOKTYP MASONRY. TABULATED VALUES ASSUME NO EPOXY COATING. 2. TABULATED VALUES ASSUME MINIMUM CLEAR COVER AND SPACING AS NOTED. ,_ 2 x"D" 2 x11H" ,. 3. #9 BARS ARE THE LARGEST DIAMETER BARS ALLOWED FOR USE IN MASONRY. . ' ' 4. BUNDLED BARS ARE NOT PERMITTED IN MASONRY. 5. FOLLOW ACl-530 FOR CIRCUMSTANCES NOT MEETING THESE ASSUMPTIONS. CONTINUOUS FOOTING STEP (7_ ,,--.., MASONRY LAP SPLICE SCHEDULE · 4 CONCRETE: 1. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: W/CRATIO A. FOUNDATIONS .................................................................. 3000psi. 0.55 2. CEMENT SHALL COMPLY WITH ASTM C150, TYPE II . CLASS F FLY ASH MAY BE SUBSTITUTED UP TO A MAXIMUM OF 30% BY WEIGHT OF CEMENTITIOUS MATERIALS IN NORMAL WEIGHT CONCRETE. SLABS ON GRADE SHALL HAVE 25% BY WEIGHT FLY ASH. MAXIMUM WATER CONTENT SHALL BE LIMITED TO 40 GALLONS/ YARD. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS, OR SLABS UNLESS SPECIFICALLY DETAILED ON STRUCTURAL DRAWINGS. 4. REINFORCEMENT SHALL BE SECURELY SUPPORTED IN POSITION PRIOR TO PLACING CONCRETE. 5. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING U.O.N . 6. SPLICE CONTINUOUS REINFORCING WITH 2'-0' MINIMUM LAP U.O.N. PER 3/S1.0. BARS SPLICED WITH NON-CONTACT LAP SPLICES SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN THE SMALLER OF ONE-FIFTH THE REQUIRED LAP SPLICE LENGTH AND 6". STAGGER SPLICES AT SLAB ON GRADE . 7. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" {ACI 318, LA TEST APPROVED EDITION) AND THE "MANUAL OF STANDARD PRACTICE" BY CRSI, AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. 8. PROVIDE BAR BENDS PER 1/S1.0. 9. TYPICAL CONCRETE COVER FOR REINFORCING: CONCRETE CAST AGAINST EARTH ............................................ 3" EXPOSED TO EARTH OR WEATHER #6 AND LARGER ........................... _ ......................... 2" #5 AND SMALLER ................................................... 11/2" UNEXPOSED COLUMNS, BEAMS, & GIRDERS ........................... 11/2" UNEXPOSED SLABS ...................................................................... 1" WALLS {INTERIOR) ........................................................................ 1" 10. REINFORCEMENT SHALL COMPLY WITH ASTM A615, GRADE 60, EXCEPT THAT REINFORCEMENT TO BE WELDED SHALL COMPLY WITH ASTM A706. REINFORCEMENT USED IN CONCRETE FRAME MEMBERS, SHEAR WALLS AND COUPLING BEAMS SHALL COMPLY WITH ASTM A706 UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD. 11. ALL WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1 .4, "STRUCTURAL WELDING CODE -REINFORCING STEEL," LATEST APPROVED EDITION. Cl Cl ~ ~ IX\ . ~\ R = 3D FOR #8 BARS !) 12D ~ ,_- AND SMALLER L U.O.N. R = 4D FOR #9 THRU 4D I, . #11 BARS ,, , 2-1/2" MIN ~ STANDARD HOOK STANDARD HOOK r MAXIMUM SLOPE /46DAT(#3,#4,#5) {SEE NOTE) 12D AT (#6, #7, #8) 6 LI -~ ~ 1 i---- 45' <c :z Cl :a;, ?(• ,._ N. NON-CONTACT OFFSET -t-! V?(~ ~ SPLICE ~ -- Cl~ .~ - l.;c {? I • ' ' <c BEAM STIRRUPS CONCRETE I, ISEE 3/S1.0 MASONRY · , SEE 4/S1.0 J-~-~ws ' I CONTACT S~LICE 7 < ,s j ol _,_ ,;,. ,#'a.:::,-#" <c CT-' LAP SPLICES CJ COLUMN OR BEAM TIES NOTE: 1. USE OFFSET ONLY WHERE SPECIFICALLY DETAILED AND AT COLUMNS. TYPICAL REINFORCEMENT BAR BENDS (1 B\V Bi Structurn! (!<1i: '5\;C•/P)'(,1; n,,,,r::r,<J "DECLARATION OF RESPONSIBLE CHARGE" I hereby declare that I ., " ·:. ,, w ;' 0.,: ·.,F.f 619.2')?,S~SD am the Engineer of Work for information shown on this sheet only forth is project, that I have exercised responsible charge of the design of this 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 Cit,, of Carlsbad does not relieve me, as Engineer of Work, of my responsibilities for project design. Firm: BWE, Inc. Address: 9449 Balboa Ave, Suite 270 City, State: San Diego, CA Telephone: (619) 299-5550 By: Cha~es E. Colvin Date: 02/02/2016 8/1,,1, AIIIJ ,K ~l'lt MHMr /Jr T6TM. S.;dX) R.C.E. #: S5544 --DATE INITIAL Registration Expiration Date: 6/30/16 REVISION DESCRIPTION ENGINEER OF WORK COPYRIGHT © 2015 BWE: GENERAL: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. 2. DO NOT SCALE DETAILS OR DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS WHERE REQUIRED. 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL IN ESTIMATION AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. 6. ALL WORK SHALL CONFORM TO THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE {C.B.C.) AND OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER THE WORK. 7_ THESE DRAWINGS REPRESENT THE STRUCTURE IN ITS FINAL CONFIGURATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ALL MEANS AND METHODS ASSOCIATED WITH ACHIEVING THIS FINAL CONFIGURATION, INCLUDING BUT NOT LIMITED TO SHORING, BRACING OR SOILS EXCAVATIONS. 8. MATERIAL NOTES AND SPECIFICATIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS IN THE CASE OF A DISCREPANCY. 9. ALL REFERENCED CODES AND STANDARDS SHALL BE THE LATEST APPROVED EDITION, U.O.N. 10. IN THE CASE OF DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS THE , INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS SHALL GOVERN. FOUNDATION: 1. FOR CHARACTER OF FOUNDATION SOIL, SEE SOILS REPORT BY MTGL, INC., PROJECT NO. 1916A11, DATED APRIL 24, 2015. 2. THE ALLOWABLE SOIL BEARING PRESSURE IS 3000psf AT CONTINUOUS WALL FOOTINGS. THE ALLOWABLE SOIL BEARING PRESSURES MAY BE INCREASED BY ONE THIRD WHEN CONSIDERING LOADING OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. 3. FOOTINGS SHALL EXTEND TO A MINIMUM DEPTH OF 2'-0" BELOW LOWEST ADJACENT SOIL GRADE. 4. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. b. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. c. THE FOUNDATION EXCAVATIONS COMPLY WITH THE SOILS REPORT AND APPROVED PLAN. 5. REFER TO SOILS REPORT FOR RECOMMENDATIONS FOR REMOVAL OF COMPRESSIBLE SOILS AND OVER EXCAVATION REQUIRED FOR BUILDING CONSTRUCTION. REINFORCED MASONRY: 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE AND ACI 530/530.1, "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES," LATEST APPROVED EDITION. 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C 90, MEDIUM WEIGHT. THE COMPRESSIVE STRENGTH OF THE UNITS SHALL BE 1900psi. 3. THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY, fm = 1500psi. 4. ALL WALLS SHALL BE GROUTED SOLID. LIFTS SHALL NOT EXCEED 5'-0" IN HEIGHT UNLESS HIGHER LIFTS ARE APPROVED BY THE ENGINEER OF RECORD. CLEANOUT HOLES SHALL BE PROVIDED AT THE BASE OF ALL GROUTED CELLS, AND SHALL BE SPACED NO GREATER THAN 32" o.c. FOR SOLIDLY GROUTED MASONRY. GROUT SHALL BE MECHANICALLY VIBRATED. 5. GROUT SPACES SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES AND ANY OTHER DELETERIOUS MATERIALS. 6. GROUT CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT. 7. MORTAR SHALL CONFORM TO ASTM C270, TYPES, WITH AN AVERAGE 28-DAY COMPRESSIVE STRENGTH OF 1800psi MINIMUM. 8. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000psi. 9. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60. 10. PROVIDE VERTICAL BARS AT ENDS AND CORNERS OF MASONRY WALLS PER 2 ON SHEET 27 AT A MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 11. CONTINUOUS REINFORCING SHALL LAP PER 4 ON SHEET 27. 12. MASONRY CONSTRUCTION SHALL BE RUNNING BOND U.O.N. 13. ALL JOINTS SHALL BE FULL BUTTERED. "AS BUil T" ~'1-ofESS/o~ ~"' '4( '1f \..'(..$E, Co ~ " '<' ~ ~ <~ ,~ ~ u ~~ ~1 .4 ::0 RCE EXP . DATE MP, Q. t ~ Rucru ;~ '1r. R' REVIEWED BY: "OFCAll'iO INSPECTOR DATE uTI CITY OF CARLSBAD -"-'~ y 'M 7 LAND DEVELOPMENT ENGINEERING .~ GRADING PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/';;DP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: /. 1 I •• JASON S. GELDERT ,/ lj 3-• l_l. ?,DI(,, CITY ENGINEEl7 PE 63912 EXPIRES 09/30/16 DATE 8'1zt71l. ,.,,~ 'f· I ,/L -;sS{ I bATE DWN BY: SC PROJECT NO. I DRAWING NO. INITIAL DATE INITIAL ~C,. CHKD BY: CT 15-08 OTHER APPROVAL CITY APPROVAL RVWD BY: Dell. 428 9H C ' 0 :0 § z m z C s: OJ m :0 0 lJ l 2 m 2 C !l:: CD m jJ 1.0 SCOPE OF WORK 1, THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINFORCED SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE GRADING PLAN BY EXCEL ENGINEERING DATED FEBRUARY 3, 2016. 2. WORK INCLUDED: A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B, FURNISHlNG MIRAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. E ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. EXCEL ENGINEERING, GRADING PLAN, DATED FEBRUARY 3, 2016. 2. MTGL, INC., GEOTECHNICAL INVESTIGATION, DATED APRIL 24, 2015. 3. MTGL, INC., SEGMENTAL RETAIN!NG WALL SOIL DESIGN PARAMETERS, DATED MARCH 23, 2016. 4. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1, RED ONE ENGINEERING. INC, (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. RED ONE SHALL NOT BE RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT: COST OF ADDITIONAL SUBSOIL EXPLORATION; AND FOR ALL LABOR TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER SHALL BE RESPONSIBLE FOR ALL SUCH COST. 3, THE OVVNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION ANO CURRENT OSHA EXCAVATION REGULATIONS. 4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS W\TH\N THE AREA OF CONSTRUCTION. 5. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S); INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY ANO SITE GLOBAL STABILITY. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0. CHANGES TO THESE PLANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICAL PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS. RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE ClVIL ENG\NEER. RED ONE ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 6. IF THERE ARE DISCREPANCIES.BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 SEGMENTAL RETAINING WALL CONTRACTOR QUALIFICATIONS 1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOLLOWING EXPERIENCE REQUIREMENTS: 2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO LESS THAN 250,000 SQUARE FEET 3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS. 4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN. 6.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: ANCHOR RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR FILL MEETlNG THE FOLLOWING GRADA1ION AS DETERMINED IN ACCORDANCE WITH ASTM D448· SIEVE SIZE 1 INCH 3/4 INCH N0.4 No. 40 NO. 200 PERCENT PASSING 100 75T0100 OT060 OTO 50 OTO 5 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE 1 INCH 3/4 INCH N0.4 NO. 40 No. 200 PERCENT PASSING 100 75 TO 100 0 TO 60 OTO 50 OTO 5 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC lYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D24B7 AND THE uses CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SIEVE SIZE 3 INCH N0.4 NO. 40 NO. 200 PERCENT PASSING 100 20 TO 100 0 T060 OTO 35 A. THE PLASTICITY INDEX (Pl) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES. C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS ML, CL, OL, MH, CH, OH OR PT D, ALL WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A. E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HOPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405. 7. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. ·;-1: T PA 5 PHASE 3 ANCHOR RETANNG WALL PLANS 7.0 FOUNDATION SOIL NOTES 1. EXCAVATE FOUNDATION SOIL AS REQUIRED fOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, ORAS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR WILL CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. 4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 1!.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM). 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 9.0 ERECTION NOTES 1. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. GENERAL ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3 PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. 6, PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BE1WEEN, ANO DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL 7 INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT DRAT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE 10, INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEOlNG COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS. a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. d. LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHET!C REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUT ANO SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETlC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. f. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. h. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 10.0 BACKFILL PLACEMENT NOTES 1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN THE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES {LOOSE THICKNESS) WHERE HEAW, SELF PROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY UGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. 3. MINIMUM COMPACTION REQUIREMENTS FOR FILL PLACED IN THE REINFORCED ZONE: A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM 01557), ORAS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D. MOISTURE CONTENT: AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR All WALL HEIGHTS. E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE END OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE, A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE. 5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, TYPICALLY CLEAN SAND AND/OR GRAVEL ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. 11.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 12.0 WALL CONSTRUCTION TOLERANCE NOTES 1. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: B.1. STRAIGHT LINES: PLUS OR MINUS 1-114 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH Of THE WALL. 8.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. 8.3. CURVES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. 13.0 UTILITY NOTES 1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINING WALL UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE 0-RINGS MUST BE INSTALLED AT ALL STORM PIPE JOINTS AS A MINIMUM. 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WlLL lNCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR THIS REASON, SUBSURFACE WATERLINES AND IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE. 14.0 FJELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. 2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 3 CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE. A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. 5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL CONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFY COMPLIANCE WITH THE MATERIAL SPECIFICATIONS AND ENGINEERING PROPERTIES. 15.0 STATEMENT OF SPECIAL INSPECTIONS 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.5. 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: A. UNIT DIMENSIONS. B. ANCHOR WALL UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH ANO WATER ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959. C. FOUNDATION PREPARATION. D. UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION. G. DRAINAGE PROVISIONS. 3. TYPE AND EXTENT OF SPECIAL INSPECTION: A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. 4. TYPE AND EXTENT OF EACH TEST: A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. 8. CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3.000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT. C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED FILL. D. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PR!OR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS. F. BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20-40 YARDS OF BACKFILL PLACED. G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS ANO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL. 5. SEISMIC OR WIND RESISTANCE: A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6. STRUCTURAL OBSERVATIONS: A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709. 7. SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE CITY'S BUILDING INSPECTOR. B. WORK RELATED TO SOILS SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD, AS PER THE PROJECT GEOTECHNICAL REPORT. 16.0 SUBMITTAL$ 1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO RED ONE ENGINEERING PRIOR TO THE START OF SEGMENTAL WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECIFICATION. 17 .0 ANCHOR WALL DESIGN NOTES 1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE To NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. SOIL DESIGN PARAMETERS: A. REINFORCED SOIL: PHI = 35 DEGREES RETAINED SOll: PHI= 35 DEGREES FOUNDATION SOIL: PHI = 35 DEGREES DESIGN PEAK GROUND ACCELERATION: 0.45G C= 0 PSF C"' 0 PSF C= 0 PSF GAMMA = 126 PCF GAMMA= 126 PCF GAMMA = 126 PCF 3 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION AND PLASTICITY INDEX AS STATED IN SECTION 6.5 THIS SHEET 5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 6. THE GEOGRID REINFORCED WALLS ARE DESIGNED IS IN ACCORDANCE WITH MSHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 17TH EDITION, DATED 2002 AND FHWA PUBLICA1ION NO. FHWA-NHl-00-043, MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SOIL SLOPES DESIGN AND CONSTRUCTION GUIDELINES DATED MARCH 2001 AND FOLLOWS AN ALLOWABLE STRESS DESIGN METHOD. 7. THE GRAVITY RETAINING WALLS ARE DESIGN IN ACCORDANCE WITH THE NATIONAL CONCRETE MASONRY ASSOCIATION DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 3RD EDTIION AND FOLLOWS AN ALLOWABLE STRESS DESIGN METHOD. 8 LATERAL EARTH PRESSURES ARE DETERMINED USING RANKINE EARTH PRESSURE THEORY 9. INTERNAL STABILITY OF WALLS A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH= 1.5 B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT= 1.5 C. PERCENT COVERAGE OF GEOGRID = 100% 8. EXTERNAL STABILITY A. MINIMUM FACTOR OF SAFElY AGAINST BASE SLIDING= 1.5 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING= 2.0 C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS= 2.5 D UNIFORM SURCHARGE= AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE= AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) A. MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY= 1.5 B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY= 1.15 115.0 ANCHOR WALL ICC REPORT ANCHOR WALL SYSTEM APPROVED FOR USE WITH MIRAFI GEOGRID IN ICC-ES REPORT ESR-1959 19.0 APPLICABLE BUILDING CODE ALL CONSTRUCTION SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE 20.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 28 SHEET 29. SHEET 30. SHEET 31. SHEET 32. TITLE SHEET AND NOTES ANCHOR WALL PLAN VIEW ANCHOR WALL PLAN VIEW ANCHOR WALL PROFILE TYPICAL WALL SECTION AND DETAILS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE I AM THE ENGINEER OF WORK FOR THE PORTION OF THE PROJECT SHOWN ON SHEETS 28-32, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PORTION 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: RED ONE ENGINEERING, INC. ADDRESS: 1295 DISTRIBUTION WAY CITY/STATE: VISTA, CA 92081 TELEPHONE: 760-410-1665 BY: MATTHEW M. MERRITT, P.E DATE: 5/31/16 RCE. NO.: 68429 REGISTRATION EXPIRATION DATE: 9/30/17 RCE REVIEWED BY: INSPECTOR "AS BUil T" EXP. DATE DATE fstiEfil CITY OF CARLSBAD ~ 1-----t--+-----------------t---+--1----+---1 ~ LAND DEVELOPMENT ENGINEERING ~ :::::=='....'.::::::========:::::'....'.:::=:::::::: prepared by 4'1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY ... VISTA, CA 92081 TEL 760 509 0079 ~ ~ FAX 760 509 0078 ~ ...... . ( ' .~.$. -:,·. '-''(;~;-·- RETAINING WALL SYSTEMS, INC DATE INITIAL ENGINEER OF WORK II'\ ADD THIS SHEET DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ANCHOR WALL PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: d·1· . . JASON s. GELDERT ----'i"""""'-'-'' "-'..,:"'-M.:...l""-A _____ 9'::::',1~-l,"--r,, __ CITY ENGINEER/ PE 63912 EXPIRES 09 /30 /16 D~l[ OWN BY: '" CHKD BY: sc RVWD BY: Pf IL PROJECT NO. CT 115-08 DRAWING NO. 428-9H ' ' ' CD ~ ' ~ "' ' l!) en z :5 a. ...J ...J <{ s (!) z z ~ w 0:: Ii; 0:: ~ n 0 0 :i:: I~-~ u $ P'o z 3~~ <{ § "rn 0) ~~ "' t) • 0) ~p ... ,! ~z ' ~ '!;~ ... CD fl mI ~•o "' e: (J) ;:H w j rn s: en 0! <{ :i:: ~ a. l!) I ► ' <{ a. I$ 00 0 .... w 00 CJ ll ~ 2 Gl 2 C s: OJ m ll ti ll ~· 2 Gl 2 C s: OJ m ::a 0 ll ~ 2 Gl z C: s: OJ m D ,l:ICl "2 ~ :cm CONSIBUCTION NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR/DEVELOPER AND GEOX, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. 4. THE BUILDING FOOTING SHALL BE DEEPENED TO EXTEND BELOW A 45 DEGREE (1:1) PROJECTION LINE FROM THE TAIL OF THE LOWERMOST GEOGRID REINFORCEMENT. . \ ! -, I \ ~\\ Yr, '--_:_c. !J__ --. ---.. \ \ \ I \ \ I ANCHOR RETAINING WALL PLAN VIEW prepared by "1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 malt@red1engineering.com SCALE: 1 • ~ 20' PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY.. ..~ -~ VISTA, CA 92081 ~ TEL 760 509 0079 I""'', ---1111111111 FAX 760 509 0078 · ; :~ ': RETAINING WALL SYSTEMS, INC . -. • I -q -.. , I ( \ "AS BU I LT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I 1-----l----1--------------t----+---t--+----; ~ LAND DEVELOPMENT ENGINEERING 32 ;AN:::;:CH::::::O::::::R~li'.=:AI~J,=P~LANS~~FO~R:~-=:::::::::::::::::::::::::::=::::::::.==~ 1----+--1----------t---t-------i---t---1 CARLSBAD RAN CH, P.A. N 0. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A DA 1E INITIAL ENGINEER OF WORK 0 D ! 2 Ci) 2 C: s to m D 0 D ~ 2 lil 2 C .s: to m lJ 0 :0 ~ 2 Ci) 2 C s: to m :0 □ Cll ~~ G)2 (j) ,l::a.2 NC: cos: I to <yrn \ ANCHOR RETAINING WALL PLAN VIEW CONSTRUCTION NOJES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTOR/DEVELOPER AND GEOX, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. 4. THE BUILDING FOOTING SHALL BE DEEPENED TO EXTEND BELOW A 45 DEGREE (1:1) PROJECTION LINE FROM THE TAIL OF THE LOWERMOST GEOGRID REINFORCEMENT. SCALE: 1 "= 20' \ "'~ ( \ v)' \ fC 5i<::', I ,__.-1 fC - ~.,.__...._ I I I I I 1 I I / I 1/ / / / engineering Inc I ; / I I I I I I . . . . ... ,. ,,. .. ., ., .., ., i"' .., + ,, ., ... '·• " ....... "/ ...... ,., _,. ... ... ... ... ,,. i •• • ••••••• I , ·.·':<:I·.·.· I ... ., ., ~I ..... " I ...... : ... :~: ... : ... : I I ·. t ·\· ·. · I ... ... ... ,. ... ·• . . . . . . I 1. l . ··r·. . RID T wl E 1 . " I I I \ \ i I ) ANCHOR RETAINING WALL PLAN VIEW SCALE: 1 "= 20' "AS BU I LT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE 0 :0 ~ 2 ,G) 2 C: s tTJ m JJ cc ~~ G>-2 .,::a.Cill I\) 2 00 C: I S (0 CD ::c ~ 0 XI .:r:,, ~ 2 Cil 2 C: 3:: tTJ m ll 202 200 198 196 194 192 190 188 186 184 182 -· ~ . ., 1+00 + . ., . . ' ' ' + ... - ' ' ' . . 1+10 ID LEN• .+00;00 O'! -+. -11· u a. . ,. . , . .. ' ' I ' ·I ., -' ' . ' ' .. . 1+20 ·-I TH ··--·5. n• )·t+·.ffi.75 -"!' M + -., . -a. .. ., ~ ' ' ' ' ' ' ' ' ' ' ' . , . ·--. , . --' ' ' -' ' ' ' ' . m ·SUBDR~N-□lHLE'f-~OCATIBN ~ CDNNECfL-TD .. STDRMrDRAIM CLEAN"''T 1+30 1+40 1+50 1+60 I 202 ID-LEN• TI-I-•-4.0' ·"' ID LENGTH·• 5;()!--,_ 1T48.75-· ) 1'1'98:= ·H 8:25-TO · 2'1' 5.00 ·-200 194 -I GRID·LENdTH··•-5.0' 194 i ~ i:i g 0 ,- STORM DR/llN CLEANOUT -~ ~ ~-!THIN REIN~RCED ZON~. , v,' 'l' + + +. ·--RIWGE RID-AROUNp ·---(\J ' ::tEAN□U c---~ 1--· I ,, ,. ,r -·- ' I= ·-- , 192-.&7 Cf.II . .. .. .. --~ --·I . .,. ' ' ' ~-$ ' ' _,_ ., . --$-' ' ' ' -3 ----189.00 BIi I I ,- 198 192 196 190 194 188 192 186 190 184 188 182 t'l'00:00 ) 1'1'27.7: - 0) .. ~ -.-. ·--(\J + +·. --II II .. u t-~70· ,~,,--"' ~~· ' ' ' -~ ~ -' ' ' ~ ' ' ~ ' ' ~ . ' 192 190 188 186 184 182 p 186 180 ~ -~ ' ' 180 SUBDRAIN"PUT[ET [□C~TION CONNECll □·STORM-DRAI .. :bi:; NEJIJT .. 184 178 182 176 ' ' ' -. ~ SUBJlRAIN DUTL!fT LOCAT!D' CON)'IECT TD EXISTING ST□);!H"DRAIN·cyRB .. IN[ET- 178 176 1+70 1+80 1+90 2+00 2+10 1+00 1+10 1+20 1+30 ANCHOR RETAINING WALL A PROFILE ANCHOR RETAINING WALL F PROFILE r·· . ·1 I ---- "RID LENG,TH-• 6.0' ' t+00:00 Tfl 1+4t:2" . ... 11:r ~ 2¾ f') .. +· + --II II (.) ... -0..· .. . .. 194 192 190 188 186 184 182 ~-K . . . .. .. .. .. ~--. . . . . . . I ~- ... 178 176 1+00 -----· ' • ' I " ~ . .. 5 I I I ' I ' ' . ' ' -$1;;;-~ • go, ...... •• 1+10 1+20 I I I I I I I ' ' ' .s ' ' ' ~ .._ -nl ITI C"T I CONNI CT T□ EXISTING DRAIN ·cuRB"INC:E 'i 1+30 ANCHOR RETAINING WALL G PROFILE 206 204 202 200 198 196 194 192 190 188 186 ~ ~- . . 1+00 ' ID LEN TH·-·4,0' H00:00 t·t+·JO;OO 196~0 T\I --~ ' ' ' ' -;;l;..,.. ' ' ' ~ I -~~ =:--st:·SUBDRAI ~- -EUTLET·~.\ CONNECT T□-EXISTI STORM DRAIN INLET ----r- 1 +10 1+20 SCALE: 1"= 6' H: V ~ ' ·-· 92,00 B\I ~ATION-- 206 204 202 200 198 196 194 192 190 188 186 1+30 ANCHOR RETAINING WALL C PROFILE SCALE: 1"= 6' H:V LEGEND 4" CM' UNIT """" 8" CM' UNIT C8J VERTICA UNIT CJ MIRAFl GRID 3XT FINISH GRADE ------- TOP OF WALL 1W BOTTOM OF WALL fJII GRID LENGTH GL POINT OF CURVE PC POINT OF TANGENT Pf ANGLE POINT M' ' I ' ' STORM 1+40 194 192 190 188 186 184 182 180 178 176 SCALE: 1"= 6' H:V 214 I I~ ·LENGTH • -~. "' "Rl~·LENGTH·•· .. . 212 ,TO :00 TO ,+2 .00 ,TZ 4:00 TO 1+5 :"15 210 ,ri 208 'cl '1 206 ''! ' 204,67--'f.\l 204 ... ., . . . ' ' ' I ' ' ' ' ~ 202 200 .. , -~--+ . I I I ' - -' -' ' ' '$$1$ . , . ' ' ' 198 .. , . ., w 196 194 ........ SUIIDRAI}.□UtLET-b[icAH 0 DNNECT JD .NE\I .. SJ '"'.• DRAIN CuEAN□UT 1+00 1 +10 1+20 1+30 1+40 ANCHOR RETAINING WALL 8-1 PROFILE 236 -VERTle,IH?R0·-1---, 236 -GRAVITl'-\fALI.---·-- 234 ---1--1-:~-=~ =-234 232 ___ 1±.07.5 ,/J.=--~ 232 230 230 228 ~-228 ----- SCALE: 1"= 6' H:V 214 ,---· 212 218 210 216 208 214 206 212 204 210 202,00 T\I ·~-' -,, ~ 202 208 200 206 198 204 ' 196 202 194 200 1+50 1+00 ! :--:--~ I II I II I I I SCALE: 1"= 6' H:V . I J -· ----------- lENGTH -~o.:• ' GRI GRID-LEN<,TH·• .. 4, ~-- 218 ,+oo.oo· TO I+-3 ;OD , +33;00 ··rp· 1+58:25 . 216 0 ., ,..: 214 C, +------II 212 0. ~ ·;,09;33·T1ir 208,6 7. 1'.\I ·---' ' I ~-. , .. ., . _, -. ., -·-- ' ' ' ~ -I I I I I I I I I ' ' -. ~ .. . ' -' ' ' .. ,1 ,.lllt. 210 208 206 --' ' ' ~ 204 203.00 BIi -202 ~ ~• 'lll!RI\IN.JJILT~.1.CCA.~'"' . C□~NECT T□ NE~ STORM ·-uR'"IIN ·c[EAN□U I 200 . 1+10 1+20 1+30 1+40 1+50 1+60 ANCHOR RETAINING WALL B-2 PROFILE SCALE: 1"= 6' H:V I .. i ID-LEN TH ---4 ...... I ' . ·---,. __ ,400;DO-1o 1481:50 ----- . ·- if ,. . .. II 226 -226 224 224 236 234 232 230 228 226 224 222 220 ~-' ~ ' ' -. ' ~ ~ ' ' 225,00 T\I ' ' 236 234 232 230 228 226 224 222 220 -·-224;33-' . ' r . ., . . ---·- 222 222 220 220 --~L ~~ ~"BnDA!MecOUibET LC ATI□N CONNECT !T□ STORM D AIN 1+00 1 +10 1+00 1+10 1+20 1+30 1+40 1+50 1+60 ANCHOR RETAINING WALL E PROFILE ANCHOR RETAINING WALL D PROFILE SCALE: 1 "= 6' H: V SCALE: 1"= 6' H: V "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE rs8Fil CITY OF CARLSBAD I SHEETS I 1-----1---1------------------1---+---+----+---1 L..:::2..J LAND DEVELOPMENT ENGINEERING 38 ::=='...===::::::::::::::========::::::::::=::::::'..'::=~ ------------------. •-----------------1-----,1----+-----------------1----t---+---+----t ANCHOR ll'ALL. PLANS FOR: prepared by "1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering. com PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY. _.,,. VISTA, CA 92081 . --~f TEL 760 509 0079 ~ '. ~ FAX7605090078 ~ ...... RETAINING WALL SYSTEMS, INC CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/S P 03-02A/CDP 03-04A/CUP 03-01A APPROVED: DATE INITIAL ENGINEER OF WORK PROJECT NO. CT I 5-08 DRAWING NO. 428-9H 'f; cl 0 b:~ ~ Cl O " C 3 ~io i' :!I cri i ~ : :ti • : ~ ii I § :!~ E:~ j s:: :i.: ~ mo· ,... J:I~' i §!i:, (ii~' I ; CD J> ~ 8 I 'D ~ co mo ~ ?ij.r:J aC ~ gJ Q m UJ (fl g, m a • ap ;i ::Jz '!;z~ ~c SI ~ ffl □ ! :r, tl .z (J) [Tl m 8l ~I 1w-z. z m ~ □ lJ ~ 2, Gl I 2 C: s: Cl'J m JJ ! □ :rJ § 2 Ci) 2 C: s: OJ m ll 0 I 2 GI 2 C: s: Cl'J m lJ STEP 1 -PLACE RElN.FORCEME~T SO Tl-l AT LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. TF OVERLAP OCCL'RS, PLACE 2 TO 3 INCHES or SAND BETWEEN THE REINFORCEMENT LAYERS. 2 TO 3 lliTCHES OF SOIL FILL .REQUIRED B.ETW .EEN OVERLAPPED REINFORCEl\ffiNT FOR PROPER SOIL AND REINFORCE\1.ENT INTERACTION. r L 1 STEP 2 -LAY THE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK OF THE BLOCKS IN THI:£ AREAS THAT ARE NOT RFTNFURCED. BACKFILL Ai"'\ID COMPACT THAT COURSE. STEP 3 -PLACE REP'.TORCEMENT IN PRIMARY STRENGTH DIRECTION i--L -----::~ TIIE AREAS WHERE THE MARKS SHOW,-------J='r,,_j GAPS lN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE 1-----\+riltl STEPS AS NEEDED. _L 'L Anchor™ Vertica~' Retaining Wall A UTSIDE CURVE DETAILS 32 SIRENGlH DIRECTlON B 32 PLACE ADDTT10NAL REINFORCEMENT ON THE NE.,'CT COURSE OF SEGMENT AL UNIT IMMEDIATELY ABOVE Tl-IE SPECIFIED PLACEMENT ELEV A TION IN A MANNER THAT ELIMINATES GAPS LEFT BY THE PREVIOUS LA YER OF REINFORCEMENT AT THE SPECIFIED REINFORCEMENT ELEVATION. " l L EXTEND GEOSYNTHETIC REINf.ORCEMENT TO WlTHlN 2" OF LOWER BL<)CKFACE 9"MIN. PLACE GEOGRID ...... "i'-.:> OVERLOCATORNOTCH AnchorTM Vertica~J Retaining Wall C EINFORCEMENT CONNECTION DETAIL Anchor'M Vcrtica® Retaining Wall SIDE CURVE DETAILS NOTTO SCALE ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WlLL REQUIRE SLEEVE-IT 1224R ,,.----..,. Anchor™ Vertica® Retaining Wall 32 F TYPICAL VER TICA PRO GRAVITY WALL SECTION 32 NOT TO SCALE -WALL #8 prepared by ~1~ed one engineering inc OTTO SCALE 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com t PREPARED FOR THE EXCLUSIVE USE OF 1295 DISTRIBUTION WAY _.,,, VISTA, CA 92081 \'~ TEL 760 509 0079 ~-·· ,· 111111111 FAX7605090078 ~"· • . ' RETAINING WALL SYSTEMS, INC NATlVE .SO "MINIMUM COMPACTE ORAVELLEVELING PAD Anchor™ Vertica"' Retaining Wall D EVELING PAD STEP DETAIL 32 NOT TO SCALE ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R 4" OR 8" CAP UNJT PER PROFILE 4" < 14.2" > '> VERTICA UNIT VERTICAPROIJNIT 4" CAP UNIT 8" CAPTJNIT Anchor™ Vertica'® Retaining Wall E SOMETRIC BLOCK VIEWS 32 NOT TO SCALE FINISHED GRADE PER GRADING PLAN "AS BUil T" RCE EXP. DAlE REVIEWED BY: INSPECTOR DAlE [s@l CITY OF CARLSBAD LHEETSI 1------1----+--------------------11-------1----1-----1-----1 ~ LAND DEVELOPMENT ENGINEERING 3j :==~=========--====: ANCHOR WALL PLANS FOR: CARLSBAD RANCH, P.A. NO. 5 (MARBRISA -PHASE Ill) PUD 15-16/SDP 03-02A/CDP 03-04A/CUP 03-01A APPROVED: JASON S, GELDERT q,[,Zt?lb CITY ENGIN PE 63912 EXPIRES 09 30 16 DATE ADD THIS SHEET DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION , f,rb ::s.S( OWN BY: PROJECT NO, DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: .,;· C, CT 15-08 -4,28-9H OTHER APPROVAL CITY APPROVAL RVWD BY: DrP.. cl :o I ~ 2 GJ 2 ,c:: s:: 'DJ m Jl CJ Il J> ~ 2 GJ 2 C s:: IDJ m Jl ~ ~ 2 GJ 2 c:: s:: DJ m J'J ,..._..,.. ..... ....,....,,,... ,.....,..,....-_...,.,.,_,.._ ___ .,..,........,._,_.,.. __ ..,.,_...,..,. ..... __ ..,...,...,...,....,....,...,.,...._...,.....,_...,._..,...,._,..,.. .... ....,.,.. ..... ....,,.......,._...,. ______ _,..,..,......, .... _____ ....,,_,...,....,_ .... .,.._...,_...,....,,..._ .... ....,..,._,..,.,_""'.,.....,_...,,..._,.,....,....,.. __ ....,....,,__....,..., ___ ,.... .... ____________ ...., __ .,..,.....,._ .... ,....,_,,..._,,~,1,.;....,...,_,.n,.,,...r.,.~'"-"'"' .. ,'"."'''"'·'t .. f? .. ,,.._....,T..,. '"'r"'a""ez"'"r"',I, ' I I ' I I/ /\ \ \ \ \ \ \ '\ \ \ \ \ \ \ DECLARATION OF RESPONSIBLE CHARGE \ \ \ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TEMPORARY SHORING 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, MY RESPONSIBILITIES FOR PROJECT DESIGN. SHORING DESIGN GROUP 7755 VIA FRANCESCO, UNIT 1 SAN DIEGO, CA 92129 PH: (760)586-8121 SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 6/9/2016 ADO THIS SHEET q. • Ii, -.s DATE INITIAL DA TE INITIAL DATE INITIAL ROY P. REED R.C.E. 80503 EXP. 3-31-2017 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL Know what's below. Call before you dig. DIG ALERT!! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT 6: GENERAL CONTRACTOR SHALL LOCATE 6: POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO. ___________ _ LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT SYMBOL TEMPORARY SOLDIER BEAM I TEMPORARY TIMBER LAGGING TEMPORARY TIEBACK ANCHOR SOLDIER BEAM COUNT DETAIL/SECTION CALLOUTS 3x12 DF#2 TIMBER LAGGING _J 4x12 DF#2 TIMBER LAGGING "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR SHEET 33 CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING SHORING PLAN FOR: DATE DATE CARLSBAD RANCH, P.A. NO. 5 {MARBRISA -PHASE iii) P 03-02A CDP 03-0-#A CUP 03-01A APPROVE,~ Jl)fOJ:j_~-. fGIELDERT --A //i?f:lif" q, i, z.011, r,:Cc;IT;;:Y'""E"'N"'G'"IN"'Ec=;j.~Rc;'.~c';'_E'-"763;';9~1',;2"-"-;E=;:X,;;P"'IR,rE"'s-:g;:;-/7 3;;:0:-;/;;;2;;:01;-;;-6 DATE OWN BY: SDG PROJECT NO. I DRAWING NO. CHKD BY: -Rf'R-.n::. CT 15-08 428 9H RVWD BY: 5&1L - 0 $! ~ 2 Gl 2 C: s: m D 'Cl I 2 Gl 2 C s: m D Cl ~ ~ 2 Gl 2 ,c: s: co m :0 ~""""""""""'""'1~wTft r ~p ,e ttTr--:tT*Jtc' ·rs· t f'f'T?'X"" 230.00' 220.00' TEMPORARY 1-1 SLOPE _/ Ir (BY OTHERS, TYP.) 210.00' -:/ 200.00' BOTTOMOF ~/ OVER-EXCAVATION 190.00' NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH37 FOR "H", "51'', "52", & "D". 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. OFFSET SOLDIER BEAM #16 & 17 DRILL SHAFTS & RECESS SOLDIER BEAM IN ORDER /--9'-0" ~L__-----+------------12 SPACES@ 8'-0" O.C. = 96'-0" -----------l---+---0 8'-10" f 6'-0'',;t-6'-0" I I I (E) HOTEL #2 (BEYOND) SB#4 SB#5 SB#6 SB#7 SB#8 PROFILE -LOOKING NORTH SCALE: 1" = 10' 5'-" 5._0''."--/-3 SPACES / -@ 8'-0" o.c. = 24'-0" 7 230.00' 220.00' 210.00' 200.00' LEGEND: 190.00' --·---. - -___ , ···--_, -·-·----·-T,O.W. = TOP OF WALL B.O.W. = BOTTOM OF WALL DESIGNATES 3x12 PRESSURE TREATED LAGGING DESIGNATES 4x12 PRESSURE TREATED LAGGING TO AVOID CONFLICT WITH THE EXISTING 12" HDPE STORM DRAIN. ~-··----------------------------------"'----------------------------------------1 (E) HOTEL #2 ',' - :~;,__~<-" -· \-. -', - \ PROPOSED HOTEL 3 SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO'. CA 92129,1(160)586-8121 ~-. --~ ROY P. REED 6/912016 R.C.E. 80503 EXP. 3-31-2017 DATE ,i~OfESS~ ~'( p . l{f,,.'1( 'l;' <;:, C 80503 Exp. 3/31/17 CM\.. I I ,,. I XISTING ROADWAY WATER LINE 0 BE REMOVED) / / DATE IN1TlAL ENGINEER OF WORK LL::_~:_-_ I-I ' --' -1 ------~-C'l-L -- I . I L , - i _; - ' ' I ----• / I / kc· I ",, ' ,: 1r~ I I I -/ --------- II\ ADD THIS SHEET REVISION DESCRIPTION -(P) PROPERTY LINE / "AS BUILT" ' ----; \:_ 11_,__ RCE EXP. DATE ) ); REVIEWED BY: "' rx I INSPECTOR DATE I SHEET I CITY OF CARLSBAD ~ 34 LAND DEVELOPMENT ENGINEERING 8 SHORING PLAN FOR: CARLSBAD ~ANCH, P.i. NO. 5 ARBRISA -PHASE Ill PUD 15-16/SDP 0J-02A/CDP 0J-04AICUP DJ-01A APPR711; 'f)~ 1 .1 GELDERT ,,JV/ ?, /,l,,o//, CITY ENGINFJR R.C.E 63912 EXPIRES 9/30/2016 DATE D' l,1G ~c4 I I DRAWING NO. DATE INITIAL DATE INITIAL DWN BY: SDG PROJECT NO. CHKD BY: -.S-c.-CT 15-08 OTHER APPROVAL CITY APPROVAL RVWD BY: Q[ 11: 428-9H ti ll ~ 2 G"l, 2 C s: [lJ ~I -~ ~ 2 ,m 2 C s: [lJ m :ll C ~ ~ ,1::1,.2 t,.JG"l 002 i C: CDS: :cm ::0 ----· ,-----------..... ------------------------------------------------------------------------------------------------------------------- SAFETY CABLE RAILING, PER CAL-OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 7 /SH35) "H" ·,, -♦- 42" (MIN.) ' EXISTING GRADE (l:.O.W., SEE !:LEVATION) TIMBER LAGGING (SEE ELEVATION) ·•·•, -1.5 SACK SLURRY SHAFT / · BACKFILL (T.O.W. TO B.O.W) BOTTOM OF EXCAVATION (B.O.W., SEE ELEVATION) i I ' "D" J_ I T 2,500 PSI CONCRETE SHAFT •. /. BACKFILL (8.0. W TO PILE TIP) ' • • ;,---SOLDIER BEAM )" (SEE SCHEDULE FOR · .,. SIZE) ' I ---Dshaft, -- NOTES: 1. FIELD VERIFY ALL EXISTING ft PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM ft TIEBACK SCHEDULE ON SHEET SH37 FOR "H" ft "'D". 3. SHORING BACK-WALL ALIGNMENT, SHALL BE VERIFIED FOR POTENTIAL CONFLICTS WITH THE PROPOSED RETAINING WALL PRIOR TO SHORING INSTALLATION. 1 TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) SH35 N.T.S. TIMBER LAGGING ;1 -(SEE ELEVATION) TIMBER LAGGING - (SEE ELEVATION) I 1 SOLDIER BEAM TIMBER LAGGING (SEE ELEVATION) 6 TIMBER LAGGING DIAGONAL SUPPORT DETAIL SH35 N.T.S. {. / i----1-_ 1.5" (MIN.) ' BEARING 2 SH35 TIMBER - LAGGING SEE ELEVATION FOR SPACING -- ·-\_ TIMBER LAGGING (SEE ELEVATIONS) SOLDIER BEAM PLAN DETAIL (TYPICAL) LOG CABIN CORNER - L3x3x1 / 4 WITH 1 /2"xJ' LAG SCREWS 12" O.C. (BOTH LEGS) N.T.S. r ~= I 11 5'-6" (MAX.) TT1_ =1 / -:·. ~ ,\-t>,,,==< SOLDIER BEAM /;,--\ ·.:. \\ . i ;~u \ 1---n·I DRILL SHAFT (SEE BEAM -11 ' SECTIONS FOR BACKFILL 4 LOG CABIN CORNER DETAIL I· MATERIAL) SH35 L2x2x3/8 ANGLE IRON ATOP - EACH SOLDIER BEAM MEMBER -~- 3/8-inch 0 WIRE ROPE - ALONG ENTIRE SHORING PERIMETER (TYP.) SOLDIER BEAM, TYP. (SEE SCHEDULE) N.T.S. ;- i 2" -' r r 21" I -t 44" J 21" .. \ . '-DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) I I 7 CAL-OSHA GUARDRAIL DETAIL SH35 N.T.S. SHORING DESIGN GROUP SAN DIEGO, CA 92129, (760)586-8121 6/9/2016 ROY P. REED R.C.E. 80503 EXP. 3-31-2017 DATE DATE INITIAL ENGINEER OF WORK 3 INSIDE CORNER DETAIL SH35 N.T.S. OUTSIDE CORNER DETAIL N.T.S. --2" (MIN.) BEARING . ,-' 'n, J11 llil •·-DRILL SHAFT (SEE BEAM c=--.. -11-/ ·--~-----· · · · ·· · --T,• SECTIONS FOR BACKFILL .. C-(I MA TE RIAL) I . -- CHIP BACK SLURRY BACKFILL~~ .·. · .. •-I I~=-. FOR LAGGING INSTALLATION \ : . ': -~"'C~f /1\ ADD THIS SHEET REVISION DESCRIPTION '- SOLDIER BEAM -~ TIMBER LAGGING 2" (MIN.) (SEE ELEVATIONS) BEARING @ OFFSET LAGGING DETAIL "AS BU IL T" N.T.S. RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD ~ 35 LAND DEVELOPMENT ENGINEERING 8 SHORING PLAN FOR: CARLSBAD ~ANCH, P.t. NO. 5 ARBRISA -PHASE Ill PUD 15-16/SDP 03-02AICDP 03-0.fA/CUP 03-0IA APPROV~ J'.7?0 ~ < . GELDERT ;;: A )/' 2· J, Zo/t. CITY ENGINE.-R R.C.E 63912 EXPIRES 9/30/2016 DATE '1·/• lh ~ DWN BY: SQG I I DRA'MNG NO. DATE INITIAL DATE INITIAL PROJECT NO. OTHER APPROVAL CITY APPROVAL CHKD BY: F.P-R.f~ CT 15-08 428-9H RVWD BY: 0£1!. ' w CJ1 0 ...... CJ I 2 G) 2 C s to m :0 CJ :0 ~ 2 G) 2 C s to m :0 CJ I 2 G) 2 C s to' m Jl i ~ fii ~~ CD3: ::tgl :0 I p-...., ... -,,,,,,,.. .... .., .. _,,....,...,......,...,....,..._.,......,._,_.....,....,..,.....,..-..,_,.......,. ...... .,......,._..,.. _____ ....,....,.....,. .... ..,. _ _,....,....,.,,_.....,_,.....,_.....,...,. ______ ._.,...,........,.,_...,._,..,......,. __ ..,.. _____ ...,._,.,.......,._...,.._....,...,.,.......,..,_,_...,....,,..,_..,......,....,. _________ .__,,.,.....,......,_...,.._, _____ ..,..,...._...,..,.......,.,_ .. ..,...,,...,......,.,....,__...,..,...,....,_...., __ 'I SAFETY CABLE RAILING, PER CAL-OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 7 /SH35) l "51" 2 "H" SH36 "52" BOTTOM OF EXCAVATION (B.O.W., SEE ELEVATION) • 42" (MIN.) EXISTING GRADE (T.O._W., SEE ELEVATION) ! i, 1.5 SACK. SLURRY SHAFT I· BACK.FILL (T.O.W. TO B.O.W) / TIMBER LAGGING " (SEE ELEVATION) - 1 . 5 SACK SLURRY (UNBONDED LENGTH) --CENTRALIZER (TYP., 8'-0" O.C.) BONDED LENGTH i .. _:_ iZ I '---FAILURE WEDGE •••• 35/ ,, POST GROUT LINE (1 /2" SCH.40, WITH VALVES 5'-0" O.C.) . I\ "I \ -6" CEMENT GROUT ANCHOR WITH POST-GROUTING "D'' • 2,500 PSI CONCRETE SHAFT t/ BACKFILL (B.O.W TO PILE TIP) DISENGAGE ft ABANDON TIEBACK IN PLACE (SEE TIEBACK PROCEDURES IN SHORING NOTES) -SOLDIER BEAM > , J Dstiaft 1-- (SEE SCHEDULE FOR SIZE) NOTES: 1. FIELD VERIFY ALL EXISTING Ii PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM Ii TIEBACK SCHEDULE ON SHEET SH37 FOR "51'', "52", "H" Ii "D". 3. SHORING BACK-WALL ALIGNMENT, SHALL BE VERIFIED FOR POTENTIAL CONFLICTS WITH THE PROPOSED RETAINING WALL PRIOR TO SHORING INSTALLATION. 1 TIEDBACK SOLDIER BEAM SECTION (ABANDONED STRAND ANCHOR) SH36 N.T.S. ~ r SOLDIER BEAM (SEE SCHEDULE) TIEBACK DE-TENSION Ii REMOVAL PROCEDURE TIEBACKS MAY BE DISENGAGED UPON WRITTEN APPROVAL FROM THE PROJECT'S STRUCTURAL Ii SHORING ENGINEER OF RECORD. WIRE STRANDS 1. ONCE AN ANCHOR HAS FULFILLED IT'S DESIGN INTENT, RELEASE TENSION WITH A CONTROLLED APPLICATION OF HEAT TO THE PRE-STRESSING STEEL. tw V 6"@ 12 .. o.c. ·•"" rSTEEL STRAP (AS REQ'.D) '---. I 1 _t --·-.'---.~---+--"·--J "-SOLDIER BEAM CONCRETE BLOCK OUT------J_ FOR DISENGAGEMENT OF TIEBACKS (BY OTHERS) ANCHOR HEAD ASSEMBLY (PER MANUFACTURER) . -- /-~-:.:-_ I::,__\,;.---._ ;_;>·,• Q, .• ;:n--...~;::-i --../:?_:{,; ,--~ ~~/~ -~-,/. 8"x8"x BEARING PLATE -• (PER MANUFACTURER) 1--------------------------------I STEEL STRAP (AS REQ'.D) I / I FLANGE DOUBLER PL __/ 24" x Thick x Width (See table dimensions) .; /-FLANGE DOUBLER PL 24" x Thick x Width //. (See table dimensions) I I-6"±1[ ~w 1/-<TYP. ----.1-·/; . ···••i.,,,,, / I / .~ TIEBACK STIFFENER PLATE ,,,, Thick x Width (SEE TABLE) "'"""·· .~ Tl EBACK ANCHOR . "~~~ (NOTCH FRONT FLANGE 3") ''. '. ~ ' \{ I\ \_ 4" MAX. OPENING I i --TIEBACK STIFFENER PLATE LJ Thick x Width (SEE TABLE) SECTION TIEBACK STIFFENER PL ~ Thick x Width (SEE TABLE) •. - ' 3" i 1~f--,- SECTION A-A .. -SOLD! ER BEAM -.._ -ANCHOR HEAD 6"x8" TIMBER CUT OUT FOR ASSEMBLY 6" 24" 2. REMOVE ANCHOR HEAD Ii CUT REMAINING PORTION OF TENDONS PROTRUDING BEYOND THE EXPOSED FLANGE. t 3. BUILDING WALL BLOCKOUT (AS REQUIRED) FOR DE-TENSIONING Of TIEBACKS UPON COMPLETION OF PERMANENT STRUCTURE. I. TIEBACK POCKET TABLE SOLDIER BEAM #3-14 FLANGE DOUBLER PL -/ 24" x Thick x Width (See table dimensions) STIFFENER PLATES 1 /2" X 3" ---·· 2" CL --OFFSET FLANGE DOUBLER 1/2"x3" - - WELD SIZE "tw" ---- 5/16" ~ NOTES: 1. TIEBACK INSTALLATION SHALL BE IN ACCORDANCE WITH THE "SHORING INSTALLATION PROCEDURE FOR TIEDBACK BEAMS". 2. THE SHORING CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY SUPPORT FOR STEEL SECTIONS, AS MAY BE REQUIRED DURING THE TEST LOADING OF ANCHORS. 3. TIEBACKS SHALL BE INSTALLED ON THE RIGHT SIDE OF ODD NUMBERED BEAMS Ii ON THE LEFT OF EVEN NUMBERED BEAMS (REVERSE LOCATION AT EACH ADDITIONAL LEVEL PER BEAM). ~-~ l I TIEBACK POCKET DETAIL (TYP.) N.T.S. ii I --------- PROPERTY LINE ' I . I '. I 'I F -.,--__ 7'-11"± ----+---~------·-· J!I_.. I (MIN.) 230.00' ··------- 220.00' ~----------- 210.00' 200.00' I I (P) ELEVATOR \_\ I 't I ' -11" 1 -/ . --------------· -· -------_J __ FINISHED GRADE ,- -"st"··-~ ' • ' -- I --. I --- ------------- "52" i i -... --------7-- / BOTTOM Of OVER_/ EXCAVATION -·- "D" _l- ------- J . -Q-___ I -~--·-1_ -~-~~ 25' . __ J_ . __ .:::.::,,--SC::: - -------- 1-SOLDIER BE I , (SEE SCHED ··- ~ ITC---___ --___________ -.-4 -f= _ --~~---_____________ _ (E) 12" HDPE STORM DRAIN PROTECT IN PLACE (DEPTH=UNKOWN, FIELD VERIFY PRIOR TO INSTALLATION) ( __ J -------- ---------------·--------------------------------- AM ULE) //" TIEBACK ANCHOR (TO BE ./ DISENGAGED Ii ABANDONED IN / PLACE UPON COMPLETION) NOTES: 1. FIELD VERIFY ALL EXISTING Ii PROPOSED STRUCTURES PRIOR TO SH ----... ------ ORING INSTALLATION. ---- .. _ ___ 2._SEE SOLDI_E:~ ~EAM Ii TIEBAC_1<__5~HE_DlJL~ON SHEET_5f:13_7FQR "51'', "s2:·,_·:H"~':CJ", _ _ _ ------------- 3. SHORING BACK-WALL ALIGNMENT, SHALL BE VERIFIED FOR POTENT PROPOSED RETAINING WALL PRIOR TO SHORING INSTALLATION. IAL CONFLICTS WITH THE 3 TIED-BACK SOLDIER BEAM CROSS SECTION 230.00' 220.00' 210 00' ----------"AS BUil T" - ------200.00' RCE EXP. ..... --------- REVIEWED BY: INSPECTOR DATE DATE SH36 N.T.S. I SHEET I CITY OF CARLSBAD ~ 36 8 SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586-8121 ROY P. REED R.C.E. 80503 6/9/2016 EXP. 3-31-2017 DATE v"-Ol'ESS;01,~ ~'{P-~~~ C 80503 ~ Exp. 3/31 /17 : CM\.. ~ /1\ ADD THIS SHEET IC,,f,f~ ~4 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LAND DEVELOPMENT ENGINEERING SHORING PLAN FOR: CARLSBAD ~ANCH, P.i. NO. 5 ARBRISA -PHASE Ill PUD 15-16/SDP 0J-02A/CDP 0J-0,f.A/CUP 0J-01A APPROV~ -~ GELDERT "l·/•2.o/6 CITY ENGINEf;R R.C.E 63912 EXPIRES 9/30/2016 DATE DWN BY: $PG PROJECT NO. DRAWING NO. CHKD BY: ffl'R,rC. RVWD BY: °' It. CT 15-08 428-9H ' ' ~ ~ 2 (i) 2 C: s: DJ m JJ CJ. lJ' )> s; 2 G) 2 C s: DJ m :0 □ JJ ~ 2 (i) 2 C: s:: Cll m JJ illli.""··,..,·,.,. .. ::.,.-u&..,..,..H.111""'_"""'_'"""_,,_ ..... ..,.._....,_.....,,._....,......,..,.,....,,.. __ ...,....,...,..,_.,...._,...,,.....,....,. ..... ....,.....,....,....,......,,.... _ _,_....,._....,..,...,.....,.. ..... .,... __ _, _______ _,.....,....,....,....,. ..... _...., ......... _ _..._..,.,.,._..,..,._.....,..,.._,,...,....,.....,..,......,....,.,.,......,......,...., .... ,...._,....,.,_,._,_ __ .,..._,_,......, ___ ,_,__...,. __ ._...,_...,._,...,.....,....,....,,_, ..... ,_...., .... .....,_,....,._.,_,......,.....,.~ SOLDIER BEAM & TIEBACK SCHEDULE 1 : ! ft i ft -+ ft I in i in : i . ft ! ft deg I 1 _ kips i _ kips t _ ft ! _ ft ! ft l ft _ ...... ~ •• ..-,.·-~a•--·,~-----•. -· -~ •. , -~•,e, . 1-.,s ... , ..•.... __ "',__,,,~,·f----~----~-"""""" .,-----~t---·---~"-·" . ..J .... ---~---q' •• • -t· ··--~---"·" .,,.___ -t-~--···-'""-~~----•--m• •·r···-"·-"-""""~---~-,~ ---·•· '-l-'"'"' _,,., --~ -•··« --~--~"~' t· •··· --~,~ ~~·~-i=-~•~=-H,. -~-T¥,~•+·----~--:. ----·,---y -~-~r--,---"--· i ,-~,~---·-· ···•-·••"<~r --~---~..-~=»-·,,r-.,~~-----~-"--~ --~-i-. ~=·---~~-·" 1 I 1 1 : W 12x26 ! 5.0 , 10.0 ! 15.0 i 24 : CANT I CANT I CANT ! 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W 12 x 26 I 5.0 i 10.0 ! 15.0 I 24 I CANT ! CANT j CANT i CANT · \ • I 1 -~ . . i . ----···"·~··• --·-+ ··- 270-KSI SEVEN-WIRE STRANDS 1 . LOAD 0.05 DTL MAX (ALIGNMENT LOAD) 0.25 DTL 0.50 DTL 0.75 DTL 1.00 DTL 1.25 DTL 1.50 DTL 1.75 DTL 2.00 DTL VERIFICATION TEST LOAD SCHEDULE HOLD TIME I -UNTIL MOVEMENT STAB~ZES UNTIL MOVEMENT STABILIZES ·-1 UNTIL MOVEMENT STABILIZES I UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES 15 MIN. CREEP TEST J I NOTE: UPSIZE 200% TEST ANCHOR TENDONS NOT TO EXCEED 0.80x fpu VERIFICATION TESTS: SHALL BE PERFORMED IN 25% INCREMENTS ACCORDING TO THE "VERIFICATION TEST LOADING SCHEDULE .. HEREIN. HOLD EACH LOAD INCREMENT UNTIL MOVEMENT STABILIZES & MONITOR THE VERIFICATION TEST ANCHOR FOR CREEP AT THE 200%DTL INCREMENT. MEASURE AND RECORD ANCHOR MOVEMENTS DURING THE CREEP PORTION OF THE TEST IN INCREMENTS OF 1 MINUTE, 2, 4, 3, 5, 6, 8 AND 15 MINUTES. TOTAL CREEP MOVEMENT BETWEEN THE 1 AND 15 MINUTE TEST SHALL NOT EXCEED 0.25-INCH, OR EXCEED A CUMULATIVE (0.05DTL • 2.00DTL) ELONGATION OF 12-INCH FOR CABLE BUNDLES & 6-INCH FOR THREAD BARS. 2. IF THE TOTAL CREEP MOVEMENT BETWEEN THE 1 AND 15 MINUTES EXCEEDS 0.25-INCH, THE TEST LOAD THEN SHALL BE MAINTAINED FOR AN ADDITIONAL 45 MINUTES AND THE MOVEMENT READINGS SHALL BE RECORDED AT 20, 30, 40, 50 AND 60 MINUTES. THE TOTAL CREEP BETWEEN THE 15MIN. & 60MIN. EXTENDED TEST SHALL NOT EXCEED 0.50-INCH. 3. SEE NOTES ft INSPECTIONS FOR ADDITIONAL TESTING REQUIREMENTS. SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 .. 8121 i L LOAD 0.05 DTL MAX (ALIGNMENT LOAD) 0.25 DTL 0.50 DTL 0.75 DTL 1.00 DTL 1.25 DTL 1.50 DTL PROOF TEST LOAD SCHEDULE HOLD TIME UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES UNTIL MOVEMENT STABILIZES ·-I -15 M;;-CREEP TEST -I 1. PROOF TESTS: SHALL BE PERFORMED IN 25% INCREMENTS ACCORDING TO THE "PROOF TEST LOADING SCHEDULE" HEREIN. HOLD EACH LOAD INCREMENT UNTIL MOVEMENT STABILIZES ft MONITOR THE PROOF TEST ANCHOR FOR CREEP AT THE 150%DTL INCREMENT. MEASURE AND RECORD ANCHOR MOVEMENTS DURING THE CREEP PORTION OF THE TEST IN INCREMENTS OF 1 MINUTE, 2, 4, 3, 5, 6, 8 AND 15 MINUTES. TOTAL CREEP MOVEMENT BETWEEN THE 1 AND 15 MINUTE TEST SHALL NOT EXCEED 0.1-INCH, OR EXCEED A CUMULATIVE (0.05DTL -1.50DTL) ELONGATION OF 12-INCH FOR CABLE BUNDLES OR 6-INCH FOR THREADED RODS. 2. IF THE TOTAL CREEP MOVEMENT BETWEEN THE 1 AND 15 MINUTES EXCEEDS 0.1-INCH, THE TEST LOAD THEN SHALL BE MAINTAINED FOR AN ADDITIONAL 45 MINUTES AND THE MOVEMENT READINGS SHALL BE RECORDED AT 20, 30, 40, 50 AND 60 MINUTES. THE TOTAL CREEP BETWEEN THE 15MIN. ft 60MI N. EXTENDED TEST SHALL NOT EXCEED 0.2-INCH. 3. SEE NOTES ft INSPECTIONS FOR ADDITIONAL TESTING REQUIREMENTS. fESSt912 P. Ill~"!(~ -C 80503 ~ NUMBER OF I STRANDS I (3)-0.6 INCH 0 (4) .. 0.6 INCH 0 (5)-0. 6 INCH 0 (6)-0.6 INCH 0 (7)-0.6 INCH 0 6/9/2016 xp. 3/31/17 jJ QI/\\_ ~ 11, ADD THIS SHEET DATE INITIAL ROY P. REED R.C.E. 80503 EXP. 3-31-2017 DATE ENGINEER OF WORK REVISION DESCRIPTION -·--- NOMINAL AREA MAX. LOCK MAX. TEST OFF LOAD LOAD -----j 0.65 in' 105-kips 141-kips 0.87 in' 140-kips 188-kips I 1.09 in' ·-, ·--·--·--1 I 175-kips 235-kips 1. 30 in' -.. ---·--1 210-kips 282-kips ' I 1.52 in' 245-kips 329-kips "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I ~ I SHEET CITY OF CARLSBAD 37 LAND DEVELOPMENT ENGINEERING 8 SHORING PLAN FOR: CARLSBAD ~ANCH, P.t. NO. 5 ARBRISA -PHASE Ill PUD 15-16/!jp.P OJ-02A/CDP OJ-04A/CUP OJ-DIA APPROVED/2 JASJ S. GELDERT , . -1-1· lo/£ -..,A CITY ENGINEER/ R.C.E 63912 EXPIRES 9/30/2016 DATE l'!,/,/6 ~ DWN BY: SDG I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INl1lAL CHKD BY: ~,-"c. OTHER APPROVAL CITY APPROVAL RVWD BY: !)t~ CT 15-08 428-9H .....,_,......,.,.,, .. :.n..,··..,, .,.....,,..,.,_,.,. ...... , .... """",_,_..,...,.......,....,..,.. _ _.._,,_,_ ____ ..,..,,__...,.,_...,.,__,,........,. ______ _,....,,....,....., ..... ....., .... __,_,,.,... ___ .,..,....,_ ..... _,.....,_.....,_,.....,_,_..,.....,..,.......,...,.. _ _,._....,, ____ ,_._,..,......,......,,....._,,_..,.....,....,. ...... ,_...,.,_ __ _,,_.,..._..,.. ____ ...., _______ ...,. __ ,_....., ..... ,"""...,.""""""""..,.."""'""'""...,.._"""""""' ..... """'"""'"' 0 I 2 ,G) 2 ,c: ~ OJ m ll 0 :0 § 2 G) 2 C 3: ffl 0 I 2 G) 2 C 3: OJ m :0 Cc ~~ G') ~ ,i:.. 2 N Gl . 2 00 C: co s: ::c WI :o I ·-" l'l'i"'"""'""""'"""" .... ··-----------------------------------------------------------------------------------------------------------------------·--------------- GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE. 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA). 3. HEAVY LOADS SUCH AS CRANES OR CONCRETE TRUCKS IS PROHIBITED WITHIN 10 FEET OF THE TOP OF EXCAVATION EXCEPT WHERE THE SHORING DESIGN PROVIDES FOR THE PROPOSED STRUCTURE. 4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWAY. 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING & NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING ft PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL ft COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 12. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE OR EXISTING IMPROVEMENTS PRIOR TO INSTALLATION. 13. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 14. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 15. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. SHORING INSTALLATION PROCEDURE FOR CANTILEVERED SOLDIER BEAMS 1. FIELD SURVEY DRILL HOLES ft SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS ft DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMTERS SHOWN. ALLOWABLE PLACEMENT TOLLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS & SPECIFICATIONS SHOWN IN PLAN. IF NECESARRY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5'-0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 7. REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED. SHORING INSTALLATION PROCEDURE FOR TIED-BACK SOLDIER BEAMS 1. FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS ft DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS & SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER SHAFT BACKFILL HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5'-0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. CONTINUE THIS EXCAVATION/LAGGING PROCEDURE TO A MAXIMUM DEPTH TWO (2) FEET BELOW THE TIEBACK ANCHOR LEVELS. NOTE: GENERAL CONTRACTOR SHALL GRADE SAFE DRILLING BENCHES TO ACCOMMODATE TIEBACK INSTALLATION. 6. DRILL TIEBACK ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS AUTHORIZED BY SHORING ENGINEER OF RECORD. IF CAVING OCCURS, CASING OR OTHER DRILLING METHODS MAY BE USED AS APPROVED BY THE ENGINEER OF RECORD. 7. INSERT TIEBACKS INTO THE DRILLED SHAFT ACCORDING TO THE DETAILS AND SPECIFICATIONS HEREIN. TIEBACK ANCHORS SHALL BE CENTRALIZED WITHIN THE DRILL SHAFT AND SHEATHED ALONG THE UN-BONDED LENGTH (TO PREVENT ADHESION IN THE ACTIVE/FREE STRESSING LENGTH). 8. BACKFILL (TREMIE) THE ANCHOR LENGTH WITH STRUCTURAL GROUT OR CONCRETE MIX ACCORDING TO THE SPECIFICATIONS ANO DETAILS HEREIN. 9. AFTER THE PRIMARY SET, PERFORM PRESSURE (POST) GROUTING ALONG THE ANCHOR BOND LENGTH THROUGH THE ATTACHED POST-GROUT TUBES AND VALVES. 10. FRACTURE THE PRIMARY SET WITH WATER AND RE-GROUT UNTIL CONFINEMENT PRESSURES REACH A MINIMUM VALUE OF 300PSI. THREE POST-GROUT OPERATION MAXIMUM MAY BE PERFORMED PER TIEBACK AS NECESSARY. 11. CURE TIEBACK ANCHOR GROUT FOR A MINIMUM OF THREE (3) DAYS TO A MINIMUM COMPRESSIVE STRENGTH OF 1800PSI. 12. TEST ALL TIEBACKS ACCORDING TO THE PROVISIONS OUTLINED IN "TIEBACK ANCHOR TESTING" AS DESCRIBED HEREIN. 13. CONTINUE EXCAVATION/LAGGING LIFTS AFTER SUCCESSFULLY TESTING ALL TIEBACK ANCHORS UNTIL BOTTOM OF EXCAVATION IS REACHED. MATERIAL SPECIFICATIONS STRUCTURAL STEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM A-992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE 50) OR ASTM A-992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36. 4. ANCHOR TENDONS SHALL BE EITHER OF THE FOLLOWING ITEMS: A. WIRE STRANDS: 7-WIRE STRANDS x 0.6" DIA. WITH A MINIMUM ULTIMATE STRENGTH OF 270KSI (58.6-KIPS/STRAND) SATISFYING THE MECHANICAL PROPERTIES OF ASTM A416. B. THREAD BARS: SATISFYING THE MECHANICAL PROPERTIES OF ASTM A722 WITH A MINIMUM ULTIMATE STRENGTH OF 150KSI. STRUCTURAL ft LEAN CONCRETE A. STRUCTURAL CONCRETE: 1. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500PSI AT 28-DAYS. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2010CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33. B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150. C. SLUMP NO GREATER THAN 5-INCHES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACK TYPE II CEMENT PER CUBIC YARD. CONCRETE FOR ANCHOR BACKFILL 1. NEAT PORTLAND CEMENT WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000PSI AT 28-0AYS. ADMIXTURES TO CONTROL SHRINKAGE, BLEED, IMPROVE FLOW, REDUCE WATER CONTENT, ETC ... SHALL BE COMPATIBLE WITH GROUT ft MIXED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AT THE SHORING CONTRACTOR'S REQUEST, A 3,000PSI CONCRETE AT 28-DAYS MAY BE UTILIZED IN LIEU OF GROUT. 2. CONCRETE PROPORTIONS SHALL BE SELECTED BY A REGISTERED CIVIL ENGINEER WITH EXPERIENCE IN CONCRETE MIX DESIGN AND SHALL BE DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF ACl-318, SECTION 5.2. ALL MIX DESIGNS SHALL BE IDENTIFIED BY A MIX IDENTIFICATION NUMBER. TIMBER 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A FOR PERMANENT ABANDONMENT UPON COMPLETION OF WORK. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. TIEBACK ANCHOR TESTING NOTES 1. THE GEOTECHNICAL ENGINEER SHALL KEEP A RECORD OF ALL TEST LOADS AND TOTAL ANCHOR MOVEMENT, AND REPORT THEIR ACCURACY. 2. IF A TIEBACK ANCHOR FAILS THE TESTING REQUIREMENTS, THE ANCHOR SHALL BE PERMITTED TO BE RE-GROUTED AND RE-TESTED. IF AN ANCHOR CONTINUES TO FAIL, THE FOLLOWING STEPS SHALL BE TAKEN: A. THE CONTRACTOR SHALL DETERMINE THE CAUSE OF FAILURE· VARIATIONS OF THE SOIL CONDITIONS, INSTALLATION METHODS, MATERIALS, ETC. B. CONTRACTOR SHALL PROPOSE A SOLUTION TO REMEDY THE PROBLEM. THE PROPOSED SOLUTION WILL BE REVIEWED AND APPROVED BY THE SHORING AND SOILS ENGINEER OF RECORD. 3. VERIFICATION TEST OF ONE ANCHOR BY LOADING IN 25% INCREMENTS IN ACCORDANCE WITH PTI GUIDELINES. 4. PROOF TEST ALL REMAINING ANCHORS INCREMENTALLY IN 25% IN ACCORDANCE WITH PTI GUIDELINES. 5. EXTENDED CREEP TESTS SHALL BE PERFORMED ON A MINIMUM OF TWO (2) ANCHORS FOR SOILS WITH PLASTICITY INDEX GREATER THAN 20 (P1=20). 6. TIEBACK ANCHOR ACCEPTANCE SHALL BE CONDUCTED ACCORDING TO LATEST EDITION OF THE PTI. MONITORING 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS AND ONE (1) FOOT BELOW ANCHOR HEADS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED ANO INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). SHORING DESIGN GROUP ~\\OfESS/Qv~ C)'-1 p. Rf-~"<'~ C 80503 if; 7755 VIA FRANCESCO #1 ~ SAN DIEGO, CA 92129, (760)586-8121 6/9/2016 Exp. 3/31 /1 "' DATE INITIAL STATBMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTI NOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix 2. Inspection of concrete placement for proper application techniques. 3. Material verification of structural steel a. for structural steel, identification markings to conform to AISC 360. 4. Inspection of welding a. Multipass fillet we~ds X 5. Matertal identification of timber a. Identification of preservative VERIFICATION AND INSPECTION ITEMS (OTHER) 7. Verify &. record tieback testing and lock off X loads at each anchor. 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Vertfy placement locations and plumbness, confirm element diameters, lengths, embedment into X bedrock {if applicable). Record concrete and grout values. 8. Verify excavations are extended to the proper depth. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. GEOTECHNICAL INVESTIGATION MARBRISA RESORTS • PHASE 111 GRAND PACIFIC RESORTS CARLSBAD, CALIFORNIA PREPARED BY: MTGL, DATED APRIL 24, 2015. 2. SOIL DESIGN PRESSURES A. PASSIVE EARTH PRESSURE = 350PCF B. LATERAL EARTH PRESSURE= 30PSF/FT C. LATERAL EARTH PRESSURE= 25H (0.2H, 0.6H, 0.2H • TIEDBACK) D. ALLOWABLE POST-GROUT FRICTION= 3500PSF E. MINIMUM SURCHARGE PRESSURE = 72PSF UNIFORM F. HOTEL #2 SURCHARGE= 2.5KSF (ELEVATOR PAD) ft 5KSF GRADE BEAM q,J•" DATE INITIAL DATE I :Sl:1 INITIAL X 1904.2 X X 1705.2.1 1705.2.2 X X "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE SHEET I CITY OF CARLSBAD ~ 38 LAND DEVELOPMENT ENGINEERING 8 SHORING PLAN FOR: CARLSBAD ~ANCH, P.i. NO. 5 ARBRISA -PHASE Ill PUD 15-16/SDP OJ-02AICDP OJ-04AICUP OJ-DIA APPROVU J "" GELDERT /J, '.! Af 7,1,Zo/h CITY ENGINEE:R R.C.t 63912 EXPIRES 9/30/2016 DATE DWN BY: SDG PROJECT NO. DRAWING NO. L .............. _________________________________ .... ______________ R .. OY .. P ..... R ... EE ... D ____ ,.,R .... C. ... E ... 8 .. 0"'50 .. 3 ___ E..,X..,P ... 3 .. • ... 31 ... -2 .. 01 ... 7-... D-A ... TE _______________ ..... _____________________________________________ ...d I I CHKD BY: ->C ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~!!:, CT 15-08 428-9H al ]J ~ 2 (j) 2 C s: DJ m D □ ]J i 2 G'I 2 C s: DJ m D