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HomeMy WebLinkAboutDWG 472-3A; SDP 96-14C; LEGOLAND HOTEL CALIFORNIA; 01-17_._,, ..... ...,.,.,,,.. .. ,m ... ,. ..................... .,_ ......... IT .. Wifl"''..,.""=""""""'""'""'"''"'ITITOO"'' ..,,,..,. ... ,,... .. IIL.1Wi'"=O ..... -.. :r:s_.,,.._,,., __ -__ ... _~~~~~~ .. -.. --...... ..,.,,_.,.. ___ .,,,. ___ • .,.¾Nl'~'Wll!l!CJWW'S'.llYIWJr.ri"1ilJNiWM!lr~~~.-----------•:.W-~~~Jr;w;lliml'lll!.:~miE\ID""-m-~--•ti:~=-·w_m.n:'"'~,""""_) .. or"'-"":S"'c'";:-l:~~-'~--=· · .. ::ll!''Ye'/'Pl"F"'Al""i'!11"t1'/'j,,~~(tffi~~)wrm .Ooiif--~~ ....... M .. ,n .. ··,,,. ------..-=cm-~ ,_._,,PtD'l"G _MQ'J''"" ERO.SION_ CONTROL N1.JTE:S I '.,.. '., '' ,,~ · -i'/-IE IMPI/OVEMENT WORK SHALL BE i'EJIFORMED IN ACCOROAW:f WIT/! 1'/IE roUOWING ' , (IN A,JDITION TO iHE f?EQUIREMENTS or c1-1,\PTER 15.16 or-r1-:E 2:'. ALL SI OPES S!-IALL BE IRRICATE.D, STN"LIZEIJ, PLANTCIJ AND/O'I HlDROSCEOED 1. IN CASE EMERGE.IVCY wom<: 1s REQl)JRED, CONTACT ____________ AT p " _ ,,_yl ~. oocuMcNrs, CURl,EJlr AT TIIE 7!ME or CONSTRUC/lON, A'; Oli/EC!ED BY lilf CITY ENGINtE!' · CAFILSBAU MUNICIPAL cooE:/' WITHIN TEN (lo) DAYS or n-1E nME 'rlr'EN rACH suJFt: ,s awJuc1-tr ro GRAJC _________ (Pl-ION'.: NUMBER). ,. \, , j I AS Sl-!OWN ON Tl-/[ APPROVED G.RAJINIJ Pl.AN~;, 2, EQUiPM£,,rr AND wom<ERS FOP rw: .. RG.9~:;y WOf(K Sf-1/\LL Bf MAO{: A \11\/L.ABL[ 4 r AI..L f!MLS \c'l ' t, 'J(,r r1) I CAf:LSErAD MUNfCIPAI_ CODE. ' i. ;HIS PL.AN SUPEXSEDES AU. OT/-'E,/ pi_ANS l'llEWiUSLY Ai'PNOVC[) BY JHE 28. Lf,NDSCAP!NG SUALL 8[ ACCCMPLIS/iED ON ALL SLOPES Ar/I) PADS AS ,. ,-DURING Tl-IE r,AINY SEASON. 4LI_ NECE'SSAi(f MATERIALS Sr/AU. BC STOCKPILED UN .'iii£' AT \\' · ' .>. /_). : SCALE 2. CITY c;: C(,RL58AD f_NGINEE,'?:Nc S'/ANOIJWS_ . ~ · · · · F!E(]U/RED BY Tf/E CITY OF CARLSBAD LANDSCAPE MANUAL, {I-IE LANDSCAPING CONVENIENT LOCA (IONS TO FA)/L/T, c I / L ,., '" . CM ' ,, -C ~ '" '"" < 1, \,,"(', --_ , ___ , •'.''•,, b · I > :,,_' ,. CfTY OF CA[?LSBAD F?fGA."?DING CrMDING SiiOWN ON T/-li:S' SET or P/..ANS. AT'' R \F' D ··01,1c-·-rRuc1-10N OF'' l'-'-F O"'ARY DFV/ '[<' IH.J--i1 F'AI" \'~ /rt "'"' ;;::-; L J ''H/t.' ·~cT OF-PLANC' I 2. J. 1. 5. - 6. 7. 8. 9. A.0 PROVA'_ Of' Tl-!/S PLAN DOES NOT /..ESSEN OR WAIVE ANY PO/{r!ON OF Tl!E · "' .,. , c·1Tv -·c/''//-'/. 'E-•'01111·1r·· 11-2"'"" ,,-.,. f)A·,-n /0 '7 '"!'" PLANS roa TU/S PFW,JEC'l~ D!~1-1WJNG' 1/0, 46{3--Jf_, AND/0/? AS DIF?ECTfl) BY n-JC C EMINENT. < 1·~ .'.;;,M"" _ ... \,.,;, '. ·. G!i'{ Of' 'l!:SrA •}, ; I i.:}J'LL 1': ••• ) ._,.., A'•i u. _Ui.,j;c-,,./,(-.. rt:...) ' -·.( .. ·-·✓-(.\.ISi., ~ CARLS'fJAU MUN!C/Pi\L COUE, RESOLU T/ON OF CON/JlilC.\/AL APFi,OVAI., CITY CITY ENG/NEEi/ 01? PLANNING 1)//iECTOr'I. .:J. IJEV/CCS SiW~M ON PLANS ShALL NDT 13[ MOl/1;D 01, MO!JI/C/[U W/Tl-/OUT T!-/E P.''PROVAL UF ill[ ·,,,,, , --5. Tl-IE STI\NrJArilJ SPECIF/CA 1;0NS ror, PU('JUr; WORKS CONSJRUC no/\/ (GllffN BOOK). STANDARDS OR OTl-!FR ADDl:/Oi•,'A/ UOCUMEN[S USTED ,YE.REON AS i/-lEY Ml' Y El"Gl"E.E'/' ,-., -l'l~PECT)C -"""" -.. ·o -'~F' ·,1·· r A/ID R'"C/ I f"E'"'A '/10' -,. · I E/l'H"-c, ANO A "''0"/A'F.. ,;-, D, ="> ... ,._ "/1' / 29. 71-/E OWNEl?/APPUCANT Sr/ALL INSURE Ti-.'AT ALL CDNH<AGFORS 5'/-IALL -' " 0 ',,G 1 0 1 ''-c. T''' -t,. S /LS hr_ C ' c _iv"' _ _r,t., '' ' b I' --,; 1 J,v · ' ~-' ,, 1 _:, I,· '·" A' d, ,.,-,;-, -1 PERT!.IN TO THIS PROJECT. F-IE ENGINUR IN RES.~ONSIBLE C/1AIIGf SI/AL/_ COORDINATE.-THE WORK OF T/-IESE GRAD/NG PLANS WIT/-/ /HAT <,HOWN ON BOT/-/ 4. Tfli: CONJRACTJI? SHALL f<[S70RE ALL EROSION CONTROL DEv1C,:S TO WORKING O[iDt'.R TO Tl-It: · ';._ 0 1. Ti-/E SAN DIEGO REGIONAL STANDARD DF/AV.,'NGS AS MAY BE MOD/r!ED BY Tli!: · NE\//SE THESE PLANS ,\'/-/EN NON-CONFOF,MAI/CE IS DISCOVERED. SA T/5/CACT/GN OF Tl-IE CITY HD,Nf_ER AFTER EAC/1 lWi/-l)FF PRODUCING F/AINFALL ,{';)' CITY or CA/ILS3AD STANDA'?DS~ C'TY APPROVAL or 1-'LANS f'OES /!OT RELi[\'[ THE DEV[U)PER OR Tf/E LANDSCAPE AND !RR/GA 110N PLANS AND Tl-/[ IMPROVEMENT pi ANS AS Cl"Y or REQUIRED FOR THIS WORK IN ACCORDANCE. WIT/-/ THE LANDSCAP[ MANUAL TIMI: 5. TH[ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASLRES AS MA) BE SAN 8. CALI/CORNif COAS ,AL COMMISSION DEVELOPMENT PERMIT CONDITIONS ENGl.'IEER-tJF-WORK FROM RESPONSIBILITY FOR THc CDRRECnON OF ERRORS ,lEQUiREMENTS. RE.QUIRED BY THE CITY ENC/N[ER DUE. TC UNCC,MPLEJCD GRADING OPERAT''JNS OR UNFORESEEN MARcos D,\TED NIAc ,~ND OMISSIONS DISCOVERED DURING CONSTRUCT/Of\'. ALL PLAN REVISIONS 30. WUERE AN EXISTING PIP[ LINE IS TO BE ABANDONEO AS A RESULT OF TliE C/,'ICUMSTANCES WHIG/-! MAY !'RISE , · . , 9. ENVIRONMENTAL APPROVAL DOCUMENTS SP 207(H)/LCPA 08-01 DATED J-10-200..2._ SHALL BE PROMPTL y 'iUBMITTED TO T'-1£ CITY "'NG/N[ER FOR APPROVAL. GRADING OPERA T/01', IT SHALL tJE RCMCVEO WITHIN TWENTY FE[T OF RU/LO/NG 6. TH[ CONTRACTOR SHALL BE liE.SPONSIBLE AND SUALL TAKE NECtSSARY PRECAU >IONS TO CITY COUNCIL RESOLUTION NO 2009 -047. A ntGHT-OF-WAY PERMIT FROM THE C'!TY ENG/NcER WILL BE REQUIRED FOR OR STREET AREAS .,ND REPLACED 'MT/-1 PROPERLY COMPAC7EC SOILS. IN PREVENT PUBLIC TRESPASS 0/JTO AREAS Wl-!El?E IMPOUNDED WATERS CREATE A HA?ARDOUo; 10. ~TORM WATER POLLUTION_ PREVENTION PLAN SW 11-166 PREPARED 5/ liJFMAN PLANNING&:.,. ANY WORK IN THE PUBLIC RICH) OF WA l. PRIOR TO PERMIT 'SSUANC[, A OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE DR REMOVED AS CONDITION. ENGINEER/NG DATED 8-25-2011 WDID ND. 9 37C.:J62381 CERT/FICAT[ OF INSURANCE MUST BE. FILED NAMING TH[ CITY or CARLSBAD AS APPROVED BY THE CITY ENGINEER. 7, ALL EROSION CONTROL MEASJRES PROVIDED PER THE APPROVED GRADING PLAN S½ALL B[ 11. STORM WATER MANN;EM[NT PLAN PREPAR[O BY 1-!0FMAN PLANNING & E)JC/N[ERING AN ADDITIONAL INSURED UN THE PERMITTEE:'S POLICY IN THC MINIMUM AMOUNT 31. THF CONTRACTOR SUALL VERIFY THt: LOCATION OF ALL EXISTING FACILITIES INCORPORATED HEREON. DATED il-f.3-2011. SWMP NO. 11-08. or $'1,000,000.00 roR EACH OCCURRENCE or LIABILITY. TH[ IN:URANC:: (ABOVEGROUND AN:J UNDERGROUND) WIT/-1/N Tl-IE. PROJECT SITE SUFFICl[NTL y 8. GRADcJ AREAS AROUND Tl-/£ ?ROJECT PERIMETER MUST DRAIN AWAY FROM Tl-/[ FACL or 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TIO/' BMP CONSTRUCT/QI, HAIIDBOOK AND COMPANY WR/JING ThE POLICY MUST HAVE A RATING OF "A-" OR 8[TT[R AND AHEAD OF Tl-IE CONSTRUCT/ON TO PERMIT T/i[ RE.VISIONS or THE SLOPE AT TliE. CONCLUSION ff EACH WORKING DAY. CITY OF ENCINITAS............ CALTRANS CONSTRUCi/ON SITE BMP MANUAL. /\ SIZE CATEGORY OF :::LASS 1/11 OR BETTER AS E."JABLISUED BY "BESTS" .'.EY CONSTRUCT/ON PUNS IF IT IS FOUND T/-IAT THE ACTUAL LOCATIONS AT IN 9. ALL RCMDVABLE PROTECTIVE VE.I/ICES SUOWN SHALL BE IN PLACE AT Tl-I'.: ENO OF EACH RA TINc GUIDE. CONFLICT WITH T'-IF PRODQScD WORK WORKING DAY WHEN Tl-IE FIVE (5) DAY RAIN PRO: ABILITY FORECAST EXCEEDS FORTY PERCENT JNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/LUING COD[, 32. JHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT (40%). SILT ANO OTf/E.R DE.BP/S SHALL BE REMOVED AFTER [ACWRAINFALL. RETAINING WALLS OUTSIDE or PUBLIC RIGHT or WAY RE.QUIRE. SEPARATE LEAST TWO /CULL WORKING DAYS PRIOR TC STARTING CONSTRUCTION NEAR THEIR /0. ALL GRAVEL BAGS SHALL BE guRLAP TYPE WITH J/4 INC/i \iiNl'AUM AGGR[GRATE. PERMl(S FROM Tf/E 1:!UILDING DEPARTMENT. , FACILITIES AND SHALL COORDINATE WORk '1,1TH A COMPANY REPRESENTATIVE. 11. SHOULD GERMINATION OF HYDROSE.EDED SLOPES FAIL TO PROV,DE EFFECnVE COVERAGE OF NO WORK S/-IALL BE COMMENCED UNTIL ALL PERMITS HAV[ BEEN OBTAINED UNDERGOUND SERVICE ALEPT (800) 422_413,:i GRADED SLOPES (90;;; COVERXE) PRIOR TO NOVEMBER 15, Tl-IE SLOPES SHALL BE FRO/vi THE CITY AND OT/i£R APPROPRIATE AGENCCS. SDG&[ (800) 660-7343 STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH srcnoN 35.02J Of THE APPROVAL OF THESE PLANS BY Tl-IE CITY ENGINEER DOES NOT AUT/-IORIZE ANY PACIFIC BELL (BOO) 892-0123 EROSION AND SEDIMENT CONTROL liANDBOOK or THE DEPARTMENT OF CON SERVA noN, STA TE OF WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S CALIFORNIA · TIME WARNER CABLE (760) 438-774' . PERMISSION HAS BEEN OBTAINED AND A VALID GRAD/1.''.J PERMIT HAS BEEN ISSUED. COX COMMUN/CA T/ONS (760) 806-4133 NO REVISIONS WILL Be MAD£ TO Tli[S[ PLANS '/I/THOU)' TliE WRITTEN APPRnVAL CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980 OF THE CITY ENG/NEE.,'?, NOTED WITHIN Tl-IE. RE.VISION BLOCK, ON ,-/-IE CITY OF CARLSBAD (SEWER, WATER & AECLAIMEO WATER) (760) 438-2722 AFPR0,0 R/A TE SHEET OF Tf/E PLANS ANO TITLf:_ SI '£ET. L['JC,10/A WA'::TEW!JER O!STRICT (760) -53 0155 ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY or THE CITY UPON BEING NORTH COUNTY TRANS, T DISTRICT (NCTD) (760) ;67~-2851 S!GNEC BY THE CITY ENGINEER. 33. PERMIT COMPLIANCE REQU/Rr:MENTS: TEMPORARY EROSION CONTR•)L PLANTING ,\.ND IRRIGATION ALL PERMANENT /\ND TEMPOf'ARf EROSICN CCNTR('!_ PLANTING AND /RR/GA T/ON SHALL BE INST. \LL'cD AND MAINTAINED AS REQUIRED IN ,SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLO'MNG: DESCRIPTION SECTION LINE, 5£E SHEET :? l!EW CONTOUR EXISTING BUILDING EXIST/NG CURB EXISTING CONCRETE EXIST/NC CON TOUR EXISTING STORM DRAiN VIl.:INITY '1AP LEGEND COi>.JT'D SYMBOL 60 I -(50)-, . 252.J6 FS DESCRIPTION 6" CURB 6" CURB & CUTTER o" I-I/GU CURB TRAN51T/ON TO ()" CURB 4" AC PAVING OVER 5" AB LEGEND DWG.NO. RSD G-1 RSD G-2 RSD G-1 SEE STkEET NOTE 1 PERVIOUS CONCRETE. PAVEMENT DE/AIL I ShiTT 8 SYMBOL QUANTIT';~ 1,055 LE 897 u: 25 LF. 45 u: ~~---~~, : I 25, 12r;, JT 2,902 sr 33,473 SF ' 10. I THE. ORIGINAL ORA 'MNG SHALL BE ,<EV!SED TO REFLECT AS-BUILT CONDIT!ONS A. FOR CONTROLLED GRAD/NC -THE APPLICANT HIRES A CIVIL ENGINEER, A. 1-!YDRDSEEDING SliALL BE APP_/ED TO: *SPOT ELE~ 4" PCC SIDEWALK. 8" PCC PVMT. "RSO G-7 RSD G-/8 .:J, 100 SE 11. 12. 13. 14. 16. 17. 18. BY TliE ENGINEER-OF-WORK F;'IIOR TO FINAL ACCEPTANCE OF TliE WORK BY SOILS ENGINEER, ANO/OR GEOI.OGIST TO GIVE iECHNICAL ADVICE, OBSERVE THE CITY. AND CONTROL THE WORK IN PROGRESS 15.16.120 A.8 CARLSJAD ACCESS FOR FIR[ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO MUNICIPAL CODE. Tl-le PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. B. PRIG.? TO FINAL A, 'PROVAL or A GRADING PERMIT -TH[ /COLLDWING Wl-lERE TRENCHES ARE 'MT/-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED REPORTS MUST BE SUBMITTED TO THE CITY ENS/NEER VIA THE PROJECT OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SUEETS AND (C) INSPECTOR 15,/5,120 A.10 CARLSBAD MUNICIPAL COD[: COMPACTION CURVES, $/-/ALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL Tflt-STA TE OF CAUFOR.'IIA, PR/NC/PALL y DO/NC BUSINESS IN TH[ FIELD or GRADING IS COMPLETE. ALL EROSION CONTROL, SL.OP[ PLANTING APPLIED SOILS MECUAN/CS. TH£ SOILS REPORT ~~LL 8[ SUBMITTED TO Tl-IE AND /RR/GA T/ON ARE INSTALLED IN CONFORMAN~E 'MTH CITY COD[ CITY ENGIN[ERING INSPECTOR W/T/-1/N TWO WORKING DAYS or THI: COMPLETION AND TH[ APPROVED Pl.ANS (OBTAIN SAMPLE OF COMPLIANCE OF /CIELD TESTS'. A SOIL< COMPACTION REPORT AND COMPLIANCE CERTFICA TION REGARC,'NG LETTER FROM CITY ENGINEER/NG DEPARTMENT). ADHERENCE TD RECOMM[NDA T/0/,S OUTLINED IN THE SOILS REPORT IS REQUIRED (2) AS-BU/:_ T CRADh<G PLAN. PRIOR TO Tl-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTF-:DLL[D CRADING (.:l) REPOR { FROM Tl-IE SOILS ENGINE.ER, W/-1/CH INCLUDES RECOMMEl'DED S1-/ALL 'JE DON[ UNDER THE OBSERVATION or A p,qorESS/ONAL ENGINEER OF SOIL BEARING CAPACITIES, A STATEMENT AS TO Tl-/[ EXPANSIVE Tf/E STA TE or CALIFORNIA PR/NC/PALL y DOING BUSINESS IN T/i[ FIELD OF QUALITY OF Tf/[ SOIL, AND SUMMARIES OF rl[LD ANO LABDRA TORY APPLIED SOILS MECHANICS. ALL FILL OR /CUTURE FILL AREAS Sl-!ALL UE T[ST':: THE Rl:PORT SHALL ALSO ll!CLUDE A STATEMENT BY THE CON.:;mucrro IN ACCORDANCE WITH Tl-/[ CITY rr CARLSBAL, STANDARD SOILS ENGIN[':R THAT THE GRADING WAS DONE IN ACCORDANCE SP[CWICA T/ONS AND Tf/E " EARTHWO,'?K SPECIF/CA T/ONS " A TTACUED TO Tf/£ WITH Tl-IE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN TH[ PRELIMINARY SOILS /NVESTiGA TION. DAIL y ,-/ELD COMPACTION RE.PORTS WILL BE PRELIMINARY SOILS Rf PORT AND ANY SUPPLEMENTS TI-IERETO. SUBMITTED TO Tf/E PROJECT !N5PECTOR. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, W REQUl'?EO BY Tl-IE CITY. A PRECONSTRUCT/ON MEETING SHALL BE /-/ELD AT Tl-IE SITE PRIOR TO c'W 34. UNLESS A GRADING PERMIT /COR T/-1/S PROJECT IS ISSUED WIT/1/N O'IE (1) YEAR BEGINNING or WORK AND SHALL B[ A TTEND[O & ( ALL. REPR[S[1v!A T/VES AFTER THE CITY ENGINEER'S APPROVAL, THESE PLJ!,,\I.~ MAY BE REQU/AcD TO BE RESPONSIBLE FOR CONST'?UC/lCN, INSPECTION, SUPERVISION TESTING AND ALL ,'?ESUBMIT7t0 FOR PLANCHECK. PLANCHECK FEES W::_L BE REQUIRED FOR ANY OTHER ASPECTS er THE WORK. THE CONTRACTC''? S/-IALL SCHEDULE THE ME[TIN SUCH RECHECK. BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/VE (5) 35. 71-!E SOILS REPORT TITLED GEO TECHNICAL INVEST/GA TION UPDATED WOR!:,,'IG DAYS PRIOR TO STARTING CONSTRJCTION. APPRO'IEO DRAWINGS MUST GEOTECHNICAL INVEST/CAT/ON. PROPOSED LEGOLAND CAUFDRN/A !/QTfl BE AVAILABLE PRIOR TO '.Xf/EDULING. PREPARED BY LE.,,JHTON AND ASSOCIATES DATE') MAY 2, 2011 S.HALL 8[ AU INSPECTION REQUESTS OTHER T/-IAN FOR PRECONSTRUCTION 1,EtT/NG ,ALL CONSIDERED AS PART or T/-1/S GRADll'G PLAN, ALL GRADING SHALL BE VGNE BE MADE. BY CALL/1,'G The ENGINEERING 24-HOUR INSPECTION Rf?UtST LINE AT IN ACCORDANCE WITH Tl-IE R[COMMENDA T:ONS 1110 SPECIF/CATIONS CONTAINED (760) 438-3891 .. INSPE':TION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 PM. 1/J SAID SOILS REPORT. ON THt DAY BEFOF/f:_ TH[ INSPECTION IS NiTDED. INSPECTIONS WILL BE :AAOE Tl-IE NEXT WO{IK DAY UNLESS YOU Rf?UEST OTHERWISE. REOUE~TS MADE AFTER ;;_; 00 P.M. WILL BE SCN[DULED F'O,, TWO FULL WORK DAYS LATER. Tl-IE OWNE" AND/OR APPLICANT Tf/ROUCH Tl-/£ /1£VELJPEr: AND/Cc CONTRACTOR S/-IALL DESIGN,' CONSTRUCT AND MAINTAIN AcL 5AFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SuLEL Y RESPONSIBLE /COR CON/CORM/NC TO ALL LOCAL, 5TATE ANO /CEDERAL SAFETY AND HEALT/-1 STANDARDS, LAWS AND REGULATIONS. Tf/E CON iRACTOR SHALL CON/CORM TO cABOR CODE 5ECTION 6705 BY SUBMITTING A DETAIL PLAN TO Ti-IE CITY c-NG/NEER AND/OR CONCERNED ACENCY SNOWING Tl-/[ DESIGN or SHORING, BRACING SLOPE OR OTHcR PROVISIONS TO Be MA/JE or WC.,KER PROTECTION /CROM THE HAZARD or CA Vl'IG Gl?OUND DlRING Tl-IE EXCAVATION or SUCH TRENCH OR TRENCHES OR DURING TliE PIPE /NSTALLA TION THEREIN. T/-11S PLAN MUST BE PREPARED FOR AcL TRENCHES FIVE rtET (5') GR MORE IN DEPTH AND APPROVED BY Tl-IE CITY ENGINEER AND/OR CONCERNED ACENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VAPl[S FROM THE SUORING SYST::M STANDARDS ES7ABL/Sli£D BY THE CONSTRUCT/ON SAFETY ORDERS TITLE 8 CALIFORNIA ACMINISTRA TIVE COOE ,THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT TliE CONTRACTORS EXPENSE. A COPY or THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO Tl-/£ INSPECTOR PRIOR TO EX CAVA TIO.'-/. NO BLASTING Sl-lALL BE PERFORMED UNTIL A VALID 3LASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CAF/LSBAD. SUBMIT APPL/CATION FOR BLASTING SOILS ENG,NEER'S CERTH'ICATE /. EDUARDO C. DIZON, A REGISTERED C/1//L ENGINEER OF THE STAT,. OF CALIFORNiA, PR/NC/PALLY DOING BUSINESS i>'I TfiE FIELD OF APPLIED SOIL MECHANICS, H[REBY ACCEPT TH[ SAMPLING AND sTuo·y OF Tl-IE SOIL CONDITIONS PREVALENT WIT/-1/N Tf .. S SITE MADE BY LEIGHTON ANO ASSDCrA TES BEn'tEN THE DATE'.' or MAY 27, 2008 AND MARCH 22, 2011. TWO COPIES OF TH£ SOILS REPORT ·.-.•JMPILED fROM T.'IAT STUDY, WITH ITS RFCOMMENDA T/1,NS, HAVE BEEN SUBM/T/[D TO TIIE. J/Cr!C[ or Tl-IE CITY ENGINEER. , SIGNED: P.f:_. NO.: 57211 DA TE: ~~·~1-z.._,/ ~ /_,J__ LICENSE EXP/RAT/ON DA Tl,: December 31, 2013 "DECLARATION Qi,' RESPONSIBLE CHARGE" 1. ALL SLOPES THAT ARE. CRADED 6: 1 (HORIZONTAL TO VERTICAL) ON STEEPcR W/i[N Tf/EY ARE: a. THREE ffET OR MCR[ IN /-/EIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE. IN I-IE/GUT. 2. ARE.AS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWiNG CUNO/TIONS FXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION C,R GENERAL LANCSCAPINC) WITH/;, 60 DAYS OF ROUGH GR~DING. b. IDENTIFIED BY THE PARK'S AND RECREATION DIRECTOR /S f//GHLY VISIBLE TO Tf/[ ',BLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY TH[ CITY ENGINEER T/-IAT WARRANTS IMMEDIATE TREATMENT. B. HWROSEEDED AREAS S/-IALL eE /RR/GA TED IN ACC0RDANCE WIT/-/ THE FOU.OWING CRITERIA: 1. ALL Sc OPES THAT ARE G'IAOED 6: 1 OR STEEPER AND THAT ARE: a. TliREE TO EIGUT FEET IN HEIGi-iT SHALL BE /RR/GA TEO BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A ~ONVE.NT/ONAL ::YSTEM OF LOW PRECIP/TA T/ON SPRINKLER !-!EADS PROVIDING 100% COVERAGE. b. G,/EATER TliAN 8 FEET N HEIGHT S/-IALL BE WATERED BY A CONVENTIONAL SYSTEl.1 OF LOW PRECIPITA T/ON SPR/,V!<LER /-!EADS PROVIDING 100% COVERAGE. 2. ARE.AS SLOPED LESS THAN 6: 1 SHALL BE. !RR/GATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO 1-/YDROSEEDING. THE. DEVELOPER SHALL SUBM!T A PROPOSED SCHEME TO PPOVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BF SPECIFIC RECARD/NG THE NUMBERS, TYPES AND COSTS OF THE ELEl1ENTS OF THE PROPOSED SYS (EM. .3. 'RR/GA TION SHALL ,'AAIN TAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEI/EL FOR THE CROWT/-1 or Tl-IE 1-/r?ROSEEDE.D GROWTH. C. HYDROS[EO/NG MIX SHAU CO/IS/ST or ALL OF THE FOLLOWIN:J; 1. SEED MIX Sl-'ALc •oONSIS7 OF ND LESS THAN: a. 20 lbs. PER AcRE or ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO /ESCUE c_ : lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 /cs. PER ACRE OF ACHILLEA MILLE/COL/A e_ J lbs. PER ACRE DF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE or DIMORPHOLECA g. ITEMS c,d,e, AND I OF T-115 SUBSECTION MAY BE OMITTED ON LOCATIONS i:HEfN: THE AREA BE.ING HYDROSE[Df_D IS ,VOT .\/!SIBLE FROM E/,HER A PUBLIC STREET OR RES/DtNT/AL STRUCTURES. h ITEM a OF THIS S/JBSFCi/ON MUST BE INOCULATED WITH A NITROGEN /C'XING BACTERIA AND APPUED DRY EIT/-IER BY DR/LL/NG OR BROADCAST/NG BEFORE. HYDROSELD/N&. i. ALL SEED MATERIALS S/i4LL BE TRANSPORTED Tu THE JOBS/TE IN UNOPENED CONTAINERS VI/TH THE CAUFORNI,: DE?ARTME.NT OF rooo AND AGRICUL TUR[ CERT/FICA T/ON TAG A TT ACHED TO, OR PR/NED ON SAID CONTAINE,IS. i NON-PNYTO-TOXIC W£T71NG AGENTS MAY BE ADDED TO T,-IE HYDROSEED SLUR,;Y AT Tl-IE DISCRETION or Tl-IE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE er NO LESS Tf/AN 2000 lbs PE'? ACRE. TYPE 6 MULCH (STRAW) MAY Be SUBSTITUTED, AU_ OR PART, FCR HYDRAULICALLY APPL/[[) r!BER MATERIAL. WHEN STRA ~ IS USED IT MUST BE ANCHORED TO TH[ SLOPE BY MECf!ANICAL/_ Y PUNCHING NO LESS THAN 50% nr TH[ STRAW INTO T.IE SOIL. 3. FERTILIZER CONSISTING}F AMMONIUM PUOSP/iATE SULFATE, 16-20-0, WIT/-/ 15% SULPHUR APPL/EC AT Tl-IE RA TE CF 500 lbs. PER ACRE. 0. ARtAS TO Bt HYDRDStEDED :.HALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURF AC[ TO BE PLANTED BY ANY OR A COMB/NAT/ON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARF:OWING AREAS 6: 1 OR FLATTER T/iA T ARE SUFF/CIENTL Y FR!AOLE.. c. RIPPING AREAS THAT WILL NOT Br:EAK UP USING ITEMS a OR b ABOVC. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FDR PLANTING BY: DIRECT/ON OF ORA/NACE W/% SLOP£ * FS = FINISHED SURFACE ELEVATION (I-IAWSCAPE) rG = FINIS/-IED ',RADE ELEVA T/DN (PLANrlNC OR TURr) h = FL OWL/NE ELEVA T/DN (DRAINAC[ COURSE) RIM = RIM ELEVATION (STORM DRAIN) TC = TOP OF CURB ELEVATION 4" AC WALKWAY PAV~Rs PER LANDSCAPE PLANS 36" NCP STORM DRAIN (PVr} RSD D-60 24" PVC STORM DRAIN (PVT.) RSD D-60 4,109 SF a,213 sr 292 L/C **'''· SOURCE OF TOPOGRAPHY 12" i.'DPE. STORM DRAIN (PVr) RSD D--60 == === ==== '-=== == *** BY FIELD SURVEY PER MELCHIOR LAND SURVtY///G INC. DA TED ,FEBPUARY 2R 2008_ ADDITIONAL LAN0 SURVP BY GEOCENTRIC LAND SURVEYING DA TED MARCH 16 20/L TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY sros. B~NCH MARK DESCRIPTION: BRASS 0/S/"_l'J CONCRETE IN ~ STANDARD SURVEY WELL ON CENTERLINE_ ·T EL CAMINO R[;L LOCA T/ON: COUNTY OF • AN Dll;GO BENCHMARK DESICNA T/ON NO. R1800 288+89EC ELEVA T/ON: 311.407 M.S.L. DATUM: N.G. V.O~ 29 REFERENCE DRAWINGS SE£ DRAW/NC NO. 333-2V 1-1/DDEN VALLEY ROAD IMPROVEMENT PLANS LEGOLAND PFIVATE STORM DRAIN PL.1NS LEGOLAND PLBLIC WATER PLANS TYPE 'B' CURB INLET TYPE '8-5' CLEANOUT 8 X 1 FIL TERRA FTRD -6.5 X 4 Fl1JERRA Fff/0 RSD C-2** 4 X 4 FILTERl/A VIZ F!S!-K01 TREE WELL 8 X 4 FIL TERRA wz rTST !REE WELL 8 X 6 FIL 7t,RR4 WZ FTST TRU-WELL 10 X 6 FIL TERRA WZ r T:T TREE WELL PVT. STORM DRAIN CLEANOU! 0ETAIL 3, S/-IEET 3 KEYSTONE RETAIN/NJ W!LL r/RE ACCESS PA Ti-I DETAIL 2 SHEET 8 .:f:-'/c* *** 1 EA 2 EA 6 EA 2 EA I EA I EA 6 E/1 I, 100 SE 13,517 SF 333-2Y .:J.:JJ-2Z 421'-9A 428-90 472-3 CB/1-1086 CARI '"'AD R,NCH PA 5 GRADING PLAA'S CARLSt1AD RJNC/-1 PA 5 RESORT GRADING LEGOLAND PLBLIC WATER IMPRD✓EMENTS LEGOLAND HCTEL PR/VA TE UTILITY RELOCATION PROJECT BOUNDARY EXIST./PROP. EASEMENT HOTEL BUILD/NC -·----- PROJECT LOCATJON TH/5 PROJECT IS LOCATED WITHIN /\SStSSORS PARCEL NUMBER 21!-100-09 THIS PROJECT ADDRtSS IS; 1 LEGOLAND DRIVE CARLSBAD, CALIFORNIA 92008 LEGAL DESCRIPTION LDT 18 OF CITY OF CARLSBAD TRACT 94-09, CANLSBAG i/ANCH-UNITS 2 & 3, IN THE CITY or CARLSBAD, COUNTY or SAN DIEGO, STA Tc OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13408, RECORDED IN THE OFFICE OF TH£ COUNTY RffOR.DER OF SAN DIEGO COUNTY ON APRIL 1, /997 EARTHWORK QUANTITIES CUT: 5 JOO CY TYPE F/LTRATIUN Fi!_ TRI\ Ti'ON DESCHJPTION ** AS MODIFIED BY CITY STDS. tu BUil T Pi:T BU/LO/NG PERM/7 CB/ 1 1086 REQUIRED TPL\TMENT CO.NTROL BMP TABLE CASllA DES. OWNERSHIP MAINTENANCE AGREEMENT 4 X 4 Fil TERRA WZ EJ/Or?E7EN f!ON FTST-KOI TREE WELL CELL TC-32 Pl/r. 8}/f-1 M;.1/NTENf'!NCE AGREEMENT 6. :J X 4 FIL TEr717 A FTRD 8/0l?ETCNflOlV CEIL rc--",2 ,o VT. BM.P MAINTENAi\lCE /1.CREEMENT FIL TF:A T/Ol•i d X 4 FIL [[J?F{4 BiOHETEN OUN BMP /'v!AIN ILNANCE AGREEMENF FFRD iCELL re-"52 F/L TRA T/ON 8 X 4 FIL !Efr:F?A WZ BiJREfDVT/ON FIST TREE l}/E.LL (..,'ELL fC·~J2 PVT FlMP A1A1NfENljNCF ACI--:.'EE!YfDVT 3,-i- J J 1,5 MAJN)f ENAl\ CE FREQUENCY-• '.'EAF?L Y M/NiMUi..1 Ot? AS NEEDED YEAHL Y ;1.rf/1\/lAfUM .. OR AS NF.F.DFD YEl1f?l Y ·/Yf/i\/i:'v!i}1J OR AS 1\/EEDED YEARl Y i'vf'!ViA:11./:\,f, OR AS NE.ED EU rn : 19. PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIT/-1/N ANY WORK ZONE Q_URING CONSTRUCTION OPERATIONS WILL CEASE IMMEDIA TUY A.ID THE I HEREBY DECLARE THAT I AM THE ENGINE.ER OF WORK FOR THIS PROJECT SHEETS 1 THROUGf/ 12, THAT I I-IA VE EXE.RC/SEO RESPONSIBLE CHARGE OVER 1:-/E DESIGN or TH[ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE., AND Tl-IA T THE D[S/CN IS CONSISTENT W/Tfl CURRENT STANDARDS. a. ADJU'.Jf/NG Tf/E SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SE[D BED. FILL: 5 500 CY FIL ff/A TION 8 X 6 FILTERh.'A VIZ BIC,'".?[Ti::.7-lnOA' PVT DM.P J,1A/NTF.N/1NCE ./. /£/1/fLY ;1,,//N!lvfUAf; o . F!SI n?EE WELL le.TL,:_ TC>32 AGREEMENT or~ AS NE.ED,:-[) ~~ 1 PlRMITTEE '.'/!LL NOTIFY Tf/E CITY ENGINEER_ OPERA T/ONS WILL NOT RF.START UNTiL THE PERMITTEE HAS RECEIVED WRITTEN AUTHO'?ITY FNOM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONOUChD 'JN Tl-IE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERAT/nN OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTfiER 21. ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: /10 A •A. ANO SU~ ;ET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA T/ONS 51-!ALL BE CONDUCTED ON WEEKENDS : OR 1-/0L'DAYS. (A UST OF CITY HOLIDAYS/: AVAILABLE. AT Tf/E ENGINEERING DEPARTMENT f.OUNTER.) ALI._ OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTI/ACTOR TU Tf/E CITY ENGINEER FDR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WOn.'<. , 22. IMPORT MATERIAL SHALL BE. OBTAINEO FROM, AND WASTE MATERIAL SHALL B': J[POSITED AT, A SITE APPROVED BY THE. CITY FNGINEER. rf,F CONTRACTOR S/-IALL bE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE iiJ,UL ROUTE OR ADJACENT STREETS AS A RESULT or TiiE GRADING OPERATION. 23. BRUSH SHALL f'E REMOVED ONLY WITHIN Tl-/[ AREA TO BE c'[:,J,::'.·". '"' "nee~ ARE TO BE REMOVEC UNLESS SPECI/CICALL Y NOTED ON Tf/E PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.· GRADING RESUL TINC IN Tl-IE PONDING OF WATER IS i/UT PERMITTED. ALL EART/-IEN SWALES AND DITCHES 51-/AU HA\', A MINIMUM ONE PERCENT SLOPE. TUESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SUALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED DY THE PROJECT INSPECTOR. 26. ALL SLOPES SNALL BE TRIMMED TO A FINIS/! GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL B[ LEFT IN A NEAT AND ORDERLY CONDITION, ALL STONES, ROD TS OR OTf/ER DEBRIS S/-/ALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY Tl-IE CITY ENGINEER. I U//DE.RSTAND THAT THE CHECK OF PROJECT Df.AW!NCS AND SPECIFICATIONS BY Tl-IE CITY or CARLSBAD DOES NOT RELIEVE ME AS ENGINEER or WORK, OF MY RLPONSIBILITIES FOR PROJE:CT DESIGN. FIRM: ADDRESS: CITY, ST.: TiLEPHONE: HOFMAN PLANNING & Ei 7/NEERING .:JI 52 L/ONS/-IEAD A VE CARLSBAD, CALlrORNIA (760) 692-4100 BY: C G:z_~~~- EvAN G. WILKS R.C.E. NO.: C5522.:J REGISTRA T/ON EXP/RA T/CN DA TE: 06-50-_' ;_ OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTER[D SO!LS ENGINEER or, GEOLOGIST HAS BEEN OR 'MLL BE. RETA/: ED TO SUPERVISE OV':R-ALL GRADING AC VITY AND ADVISE ON Tl-IE COMPACT/ON ANO STABILITY OF THIS SITE. c is ; . <;: r· I 7. 1 (p 121) 1, BRIAN suMv, cro ME~·R=-TA-IN_M_t_N_T-----~~ oA TE b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUST! '_NT, LEACHING COVERING SALINE SOILS TO PR1V/DED VIABLE COIIDITIONS /COR G,C/OWTH. E HYDROSEECcD AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENT/_ Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG .i THE Tl-I' PERMANENT LANOSCAP,NG, UNTIL THE PROJECT IS COMPLETED AND ALL BONOS R£LEAc'T. BASIS OF 3EARINGS THE BASIS OF BEARINGS FOR Tf-llS SU,?VEY I: Th CALIFORNIA Cc•ORD'NA TE SYS ;1 ,\/, NAO 83, ZONE 6, AND WAS [STA!3USHED BF, WEEN STAT/ON Nv. v-,GJ2 PER R.O,S. 140 5 AND STAT/ON NO. SDGPS-41 ESTABL/5HL l BY Tl-IE COUNTY OF SAN DIEGO PEN SA/; DIEGO COUNTY HORIZONTAL CONTROL BOO.'<, IE, NlfJ'54'05"W Tl-IE COMBINED SCALE FACTOR AT STA TIDN V-200? /:, 0.999944419. GRID DISTANCE=GROUND DISTANCE .( COMBINED SCALE FA TOR. A' . MEASURED DISTANCES . SHOWN 1-!EREON Af/E GROUND DISTANCES. THE MAPPii'.'" ANGU AT STAT/ON V-2002 IS -0'32'5/.BC/" QUOTED BEARINGS FROM NEFUENCE MAPS/DEEDS MAY OR AAY NOT BE IN TERMS n;: SAID SYSTEM. ASSUMPTION OF RESPONSIBLE CHARGE: AS oF JIJL'(2', 2.012. HA/XJN LJ, PEC59064'. Hofmar1 RE/vicDIAL: 57,100 CY --t-----+-----t-----~-f-----+-----------0 ,o AG, DEBRIS: 24,500 CY* 10 X 6 Fil TERPA V1? IB/0Ht7~-A1 T.10'\l PVT FJ/vlP ivfAIN TENANCE ,,r. YEAH!_ Y ,'1/i/N!tVUM ·-o FT::.:T THEE WELL CELL TC>.52 AGREEMENT OH AS NEEDEU ~ AG. DEBRIS SH,%'/!<: 12 250 CY** IMPORT: 12 450 CY EARTHWORK NOTES: *THE AGRICULTURAL DEBRIS IS INCLUDED AS 0ART or Tl-IE REMEDIAL GRA · 'G. "*THE ACR,CULTURAL DEBRIS IS ESTIMATED ro SHRINK UP TO 501' CONTRACTOR /(i VERIFY ACTUAL PERC,l!TAGE or DEBRIS ANl CORRESPl'!'"lt/G "SI-IRINKACE"AND PEAC/.;s IMPORT NEEDS AND £XPORT£U DEBRIS ACCORDINGLY. T/-IESE QUANT/Tl TES ARE FOR BOND/NC PURPC ES ONLY. ACfUAL 0/JANTITIES MAY VANY ACCORDING TO AGTUA FIELD CONDIDITONS. SUS'll' l'IWrnCT PRIORITY __ HIC/j__ ANNING DEPARTME1ff APPROVAL (SWNED) DAT[: l / !Cf /2o1 I DON NEU, CITY FLANNER DATE: i / /oB/~I c)cv;4~ RECOMM!INIJEIJ BY: VA,J l yr, e,/,r, (P!'.JNT' NAI·'.,,) I---+---+---------------+---+--+---+-___, ,s~1Enl_ET CITY OF' CAJ\LSB.AD [?_1,:7~-:-Ts._] L -~ ENGINEERING DEPAR"fMENT t. ~) t---+----+-----------t------+----t----+-----, ~~~===::;=:::======='-'=~, -· GltADING PLANS f'OK LL.:i LEGOLAND HOTEL :===--·-=-=c,=====c:=========c:===~ ' ' , : I c) I L'-. (.'.) [] ('> z C ~ (_') Cl u C, -.:J' cJ Cl _J LJ f--- 0 ::.c u C) w ' [J if! '" 0 "' ·o'· ! ,._,.,. Q_ ~1-\X/N (/ I No C59Q64 1ip6/~o(l3 Planning & Engineering lt~-j)/.i/J,,.,i i'PPf?O\/ED: . ,/ O_E~I !i.~~r~ ~jy<I :"" NEW l=OW. f/EV!S£J> HC P/ofiK/N(l I/Et 'LI-CED f!J B/1Z-6vl' EWJlclEEfilNG I ,\N/\GFi< Pf 412/J,: EXPIRES 3 1.ii /1.3 t11,1~•~;' 'f, ' 3152 Lionshead Avenue · SHE1:TS 2, 3, /4, 15. APVEP 51/ffT 17 ' " ' -1c . Cartsbad,CA92010 owl\1 BY: ~ PF<O,JEc-f No. I or~A.\v1r1G :\Jc. ·;;-"' · (760) 69,-4100 ' www.hofmanplanning.com DATE !i11T:A.L DATE !'JI flAL DATE INITIAL CHKD BY: --/62'--so' p n5 "'4C 1,172 "l)A C ' L--------------------------~-""""""'""""""""'"""'...,."""' .... ...,.,_,........,_,,.....,,,,...,..,.,.,,....,...,.,.....,,.,,... .... _.,...,.,,_....,. __ ...,,::::,...,;;;,;;;;;;;:_,,:;;;:..,_.,..,......,_.,.. ............ .,.._ ........... ..,.."""'"""'-'"""'"'"'"""""'""""...,....,"""...., ......... .bE:~c:1":E:rn~o~F~w~oR:Kl. ............ ~R:E .. V:S .. IO~N .... :D:E~S:C.,R~IP .. -.. 11~0~,,_i.,.....,...., .... ~o~T:HE~R~':'P:·PR:·o:v:,\'-J~ci~r~i:AP:P:r,~o,:iA:LJ;;;;R~V;'vl;'D;;;;B;Y:~'~~;.,;;;;;;;;.;;,~';;;;;:J/;;;;;;;•;1;;;;;;,;;~;;;-t;;;;;;;;;;.~;·~;;;;;;;;:\J ~: ) 010312 122818 Tl~ SO SECTION A-A NOT TO SCALE (SEE SHEET 3) ... ~------~--..,,..-. HOTEL 152.00 FF" 11---"-l • 8---1--''• 15~.5: 1~24' -· ·~ /® F 13: 7 MAX SLOPE 1-6" CURB PER 2~Q,L G-1 Tl= 5.0 SECTION C-C NOT TO SCALE (SEE SHEET 4) VARIES 5.5' I , 8~10~--r~·--~--- " CURB PER G-1 Tl = 5.0 SECTION D-D NOT TO SCALE (SEE SHEET 4) 152.00 FF ,.I------24, / 6" CURB PER G-1 SECTION E-E NOT TO SCALE (SEE SHEET 4) ,rEX. CURB AND GUTTER L-., ·,, '·,. ~PROTECT EXISTING SLOPE IN PLACE ,( .~EX. CURB AND GUTTER L ·, •, '". r-PROTECT EXISTING SLOPE IN PLACE '•l O" HIGH CURB 152.00 FF HO TEL 152. 00 FF 24' SECTION F .. F NOT TO SCALE (SEE SHEET 4; SECTION G-G NOT TO SCALE {SEE SHEET 4) Tl = 5.0 SECTION H-H NOT TO SCALE {5EE S/-IEET 5) SCALE 1" 200' INDEX MAP INDEX LEGEND DESCRIPTION 8" PVC WATER LINE 8" PVC RECLAIMED WATER LINE 2" WATER SERVICE 2" POTABLE /RR/GA TION SERVICE 2" RECLAIMED /RR/GA TION SERVICE 6" FIRE HYDRANT ASSY. 6" FIRE 5ERVICE W/CHECK VALVE ASSY. 6" SEWER LATERAL STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT ASSY. EXISTING RECLAIMED WATER INDEX OF SHEETS SHEET 1: TITLE SHEET, LEGEND, & NOTES SHEET 2: SHEET INDEX ANO SECTIONS SHEET J-5.· PRECISE GRADING PLAN SHEET 6: POOL DETAIL SHEET SHEET 7: PA no DETAIL SHEET SHEET 8: DETAIL SHEET SHEET 9: PR/VA TE STORM DRAIN PLAN SHEET 10: AG DEBRIS REMOVAL SHEET SHEET 11: BMP DETAIL SHEET SHEET 12: BMP LOCA T/ON SHEET SYMBOL. __ _ __ ,,_,,_,,_ -RW---Ri'i---RW -----R'/1---- . ·~fJJ -------D---· @) ----fi-------@1 [>(:)--" -¼ ~) -<,) -----· -s: -':;; ···----~ -- ~ •~! ·----· '~' -• "' --RW--· · -R~!----RW----RW-· l,H£§J,..JJ;:J§~-f~fl:J/llN~~~~S~-y-~::'.':~~=---:c::::':'."--:'".'.':i SHEET 17 PRECISE GRADING FOR HANDICAP PARKING AND ACCESS AREA NOTES ! VARIES VARIES Q) 4" AC PAVEMENT OVER 7" CLASS fl BASE • 8) 5" PERVIOUS CONCRETE PAVEMENT PER DETAIL 1 SHEET 8 ® 80 MM INTERLOCK/NG PA VERS OVER 8" BASE PEii' HOTEL SECTION J-J NOT TO SCALE (SEE SHEET 6) VARIES POOL COPING OLSEN PA V!NG STONE /CPl-04, DETAIL .9 SHEET 8 @ 4" PCC PAVEMENT WITH COLOR AND FINISH PER ARCHITECTURAL PLANS 0 24' FIRE ACCESS LANE PER DETAIL 2 SHEET 8 @) SCREEN WALL AND OR FENCE PER ARCHITECTURAL PLANS @ 7.5" PCC PAVEMENT* WITH COLOR AND FINISH PER ARCHITECTURAL PLANS @ GRIND AND/OR OVERLAY EXISTING PAVEMENT @ KEYSTONE RETAINING WALL @ 4" DECK DRAIN PER DETAIL 4 SHEET 8 @ 4" A TR/UM DRAIN PER DETAIL 5 SHEET 8 NOTES': *ACTUAL PAVEMENT SECTION TO BE DETERMINED BY SOILS ENGINEER PROPER IN FIELD R-VALUE TEST. WITH POOL COPING·, ,® ' Hofman Planning & Engineering 31~Avenue F,60) ~~~2010 www.hortnanplannlng.com :, SECTION K-K NOT TO SCALE (SEE S/-IEET 6) l----+---+------------l----l---l------l---ll SH2EC:T I r.J_l'f"_T ()Ti7_1 (' 1,R1·· C'B ;\D 018s l_ ✓ '-..-· fL \ 0 ,.. sL! ENGINEERING D~?ART~ENf ~==-===========::'...'.::":s;;;;;2'::::::'. t----+----t-------------------+----+---+---+---1 GRADING PLANS POR: 7-1&-IZ. J,i(... REPLACES SHEET ORI GI NALLY SIGNED ON 12 '15 2011. REVISED SECTIONS A-A AND B-B. D1\TE 0/',TE EMGINffR o~· 'l/ORK LEGOLAND HOTEL :iHEC:I INJcX .ANlJ SFCIIUNS C)VVN 3Y: I iPF :~HKD EY: --1'-,fJ~- RVWD RY: PRJ,JECl ,~O. SDP 96-14C COP 9G -16C 472-3A c- C N 0J D ['I ·, ·--r-'-) -, 1--•• (" o, 5 0 ('J c, o_ (_') / (:) z LJ <( Cr' (') ,/ 0 u <( u / ~ w 1---- 0 T 0 ,, 0 I 1j ~ ~ / Ui f\) ~ Ci) (_J " 0 0 -.i::i,. L (,_ J,..i. .._, (")") .._, I\) r: w L ~ V l> C '" C w / :;_=; 0 0 0 i SEE SHEET 17 FOR PRECISE GRADING IN THIS AREA Hofman NOTES CD PROTECT EXISTING ITEM IN PLACE (D REMOVE EXISTING ITEM COMPLETE!_' 0 V 4" AC PAVEMENT OVER 7" AB SEE SHEET 2 (i) 5" PERVIOUS CONCRETE PAVEMENT PER DETAIL 1 SHEET 8 (J'c,) PAVERS PER SECTION B SHEET 2 AND DETAIL 9 SHEET 8 ® 4" PCC PAVEMENT WITH COLOR ANJ FINISH PER ARCHITECTURAL PLANS (J) 24' FIRE ACCESS LANE PER DETAIL 2 SHEET 8 (~ 4" AC PAVEMENT MATCHING EXISTI//G COLOR ® TYPE 'B-5' CLEANOUT SEE SHEET 1 (19) SCREEN WALL ANO OR FENCE PER ARCHITECTURAL PLANS (0) 7.5" PCC PAVEMENT SEE DETAIL SdEET 2 (13) PR/VA TE STORM DRAIN CLEANOUT PER DETAIL 3 SHEET 8 @ 8 X 4 FIL TERRA FTRD OR EQUIVAUNT (ij) 6.5 X 4 f7LTERRA FTRO OR EQUIV~LENT @ 4 X 4 FIL TERRA WZ FTST-KO/ TR£: WELL OR EQUIVALENT @ PR/VA TE 8" PVC DRAIN @ PR/VA TE 4" PVC DRAIN 21 G 0/DR OVERLAY EXISTING 0A VEMENT L(\j ~ KEYSTONF R JAIN/NG WAIL SF£ SH'ETS 13-76. f/ANDRAIL AND GUARDRAIL DETAILS PER ARCHITECTURAL PLANS. ~);;((};oficRt-rE"3k-;:;;;;;;; PER ~£TAIL 7 SHEET 8 @ ADJUST MANHOLE RIM TO GRADE Q.9) INSTALL WATER-TIGHT COVER & FMME PER ALHAMBRA FOUNDRY A-1264B OR EQUAL @ ADJUST RISERS TO GRADE ($3) ADJUST EXISTING GRATE TO GRADE ~~ .OOF DRAIN WN5POUT S:E PLUMBING ~~,.....-~::>--i,....----;,,-'1---..,__ . ® PR/VA TE /0" PVC DRAIN ----,....- ® MASONRY RETAINING WALL TYPE 4 PER SDRSD C-4. HANDRAIL AND GUARDRAIL DETAILS PER ARCHITECTURAL PLANS. (:@) MASONRY RETAINING WALL TYPE 5 PER SDRSD C-5. 1-/ANDRAIL, GURADRAIL AND STAIR DETAILS PER ARCHITECTURAL PLANS. @ MASONRY RETAINING WALL TYPE 6 PER SDRSD C-6. HANDRAIL AND GUARDRAIL DETAILS PER ARCHITECTURAL. PLANS. @ TRUNCATED DOMES AT BOTTOM OF RAMP, DETAILS PER ARCHITECTURAL PLANS. •,-_,)'-.__,)-_,,, @ HANDICAP PARKING SIGNAGE AND STRIPING, DETAILS PER ARCHITECTURAL PLANS. -· )---->__, V"---1..../ . ...._..,.,__.~,__..,.. \.,_...-,-....._.,~~ N7S/5'43"E N73'15'43"E N7S15'43"E 63'.50'48" N7375'43"E 1/6'09'12" N73'15'43"E N73'15'43"W N7S15'43"E N73'15'43"W CURB DATA 30.55' 6" CURB PER G-1 24.00' /8.82' 6" CURB PER G-1 --?.:'.':.f 7 ~4'.f5'. -~""""'·;;-""',11"·i:"'R.,.A~N~~,.,,ln~f-0N "ro 'd'' ·-u"R=-B",-,.a·"J·..-.. ----46.00' J" 1-1/GH CURB PER G-1 6.00' 6" TRANSITION TO O" CURB 57.92' 6" CURB PER G-1 14. OD' 15. 60' v" HIGH CURB PER G-1 2.16' 6" CURB PER G-1 14_ oo' 28.38' 6" CURB PER G-1 123.14' 6" cURB & GUTTER PER G-2 6.00' 6" TRANSITION TO O" CURB 12.00' 3' IV/DE V-GUTTER, 1.5" TO FL 3.00'(17.21') 6" CURB PER G-1 l--------+------1-- 41.75' 6_'' cURB .. & GYJTER PER G-2 44'17"£ 18 45'00'00" 30.00' 23.56' 6" CURB PER G-1 [ill N7S/5'43"E 412.8/' 6" CURB PER G--1 N7375'43"E o" '..'URB & GUTTER PER G-2 90'00'00" 24.00' 37.70' 6" CURB PER G--1 N/6'44'17"W 5.00' 6" TRANSITION TO O" CURB 76'58'32" 44.00' 59.11' ,)" HIGH CURB PER G-1 13'01 '43" 44.00' 10.01' 6" TRANStTION TO D" CURB N73'15'4J"E 79.52' 6" CURB PER G-1 N73"15'4J"E 79.52' /' 1-/IGH CURB PER G-I 90'00'00" 20. 00' 31.42' 7" HIGH CURB PER G-1 N16"44'/ 7"W 5.00' 6" TRANSITION TO D" CURB 24.00' 29 90'00'00" 3_7.70' ___ .§:.._CUR_fj fg,i___G~ •• -~ 0 20' i\ C/ -----' SCALE 80' u ·r;~:;;~;~~[+-~--~-=-=-=--j--4_6:_:_04_;~-+-6-'_),_:R_:_1~_t_1T,_~~-;_B_r_~_E_:_,,_i_~_;B REQUIRED THEATMEN'l' COKTROL EMF TABLE / ;/-, ~,/f~S /Bu [ 1 r 11 N73'15'45"E ------6.00' 6" TRANSITION TO O" CURB DESCRIPTJOK ')li•\NTITY / ?~-. . . ·- N/6"44'17"W ------16.00' 6" CURB PER G-1 Jt---------+------1~/r ~t ," / . '•·· . ~ ~ 11/6<6/J=r 90'00'00" 4. ll' ·1 X 4 Fil T'"RRA W7 ,_, _r_A, .. -~ ,.,_,t!:.,,t..f / ·: ,..,.:.,.,,., ' J.oo' 6" CURB PER G--1 / .. r,c-.. ,.,.,,..,,_ F><P .. -, .,.,, + ' 'Q§Jaa33-6ral. +-'l_:_'l:..:73:..':..:15::__'_:_4·:..3'_:'E'-l-_--_--_---_--_· -+--_::6:_:0_:~:..:' _-J--_ _:::__66_'"' _:CC_:UU.:.:RR:::BB_:Pp_:_EG::_'RR.:..:.::GG'---__ :..:11 __ ....j ~1---,c-T'.-;T_-_!<_O_/ -T1_,c_T_1/IL-17--L--j--------l c·, ;J,,·: /'£, " . ::;, C:.5 X '! f7L itH~li ~A , 90'00'00" J. OD' 4. 71' FTRD ' IIl] N/6.44'17"W ----16.00' 6" CURB PER G-1 1-( 8 ;< 4 f!Llt,~H~ 1 EA ~;-. ,._,,~~ ~ _.,,,~ ____ ,.____....____v--' FTF.'D . '1 S '' c C I LJ, 1z/Je:r /1 r DAil l----+----+---------------+----+---1-----+-~~I s=1=13c==T=l-=c="I=T=: ·=r=c=)r='=c=~·=A=11=1=J~=~D=P=J=)=-=l~=,H·•~-1'1E~ ... 1=:;sAI ~ ENGINEERING DEPARTMENT t.''a GRAD!NG PLANS ron LEGOLAND HOTEL J't6 7-~:t._>. -""-jLL-'-"R'°E'-cPLs,A:,,CeeE'-"S~H1"E~ETl..'-'O'-"R"'IG,,,lf-,.,IA:;,L""L'-'-Y_S-!!l-.,G'-"N~ED"-'1"2L'-15"L2C'0,,_,1'-'-1.+---+---+J:~~'Ll''C-!c,'~--!."V!.f'-1~=======l='l<=l=C=lc=l=G=R=A=U=!N=";=· =P=L,=•,'=··===c=:n=f=' =~=r,=·-=7=f=irc,:: Planning & Engineering REVISED CURB DA TA AND NOTES. i\PPRCll/l]J !4_ _ /• -,/4 .. ./),,/, GLEl.1 K_'_..// 00 ,t1<aLPc,.,.,-S~X-I ADDED SHT 17 fO SHOW REVISED HC PARKING tJ;f/Pri ){, t/f/,,n ~~ e/tftz. CURBS RAMPS, STAIRS RETAINING WALLS F"GINErn:l,G 1//\:'IAG[f( Pc 412QL EXPIPES 3/.31 ;·,) J(TE 3152 Uonshead Avenue Qlrlsbad._ CA 92010 (761)) 69.:-4100 www.hormanplannlng,eom INITIAL AND NEW PAVEMENT GRADES. llhT.: INITIP.,L D'hi"! OY: HPE CHKD RV: -· ?14-_ l~V'V.;:) HY:. PRCJ[C--:-\C. SOP 96-14C 472-3A CD 0 (~ ~j () ,:"1 0 r'-J ,,, 0 CJ) -?- -0 C) 0 Q_ CJ / (') z r-_, -<:1'._ (:'~ 0 / 0 r:.J <( u / __j w c- 0 T 0 C) w __j / ~'.• ~ •" u ,Y-. u w L Ci) n_ ;__·;, 0 .;,. C -• c..-I-'--.J 0) I\) "" -.J ,-w v• C )> LJ / ~:;.: ,.,,.-.,,, (__.2) PHO/ECT EX/.ST!.i'1G ITEM iN PLACE (~t} RE"A.10\/E tXIS~flNG !l£.ft.1 COM,0 LE1EL Y '·~,,' (}) ,f'' AC r'A VF.MF.NT Ol/EF:.' 7" Al:' SEE Sh'EET ? ((/} <t , .. , PCC F''A VF.lv!lJVT Wi lh CJL.OFi _li,/1/D FINI.Sh' f·'Ef< Af?ClHlECTUF!AL F'LA/\i.S ._, (}) 24' F/RE ACCESS U\NE ,'El,' DETAIL 2 51/EET 8 (~ 4" AC PAVEMENT MATCHING EXISTING COLOR CcD TYPE 'B-5' (:LEANOUT SEE SHEET 9 ([0 :CREEN WALL ANU OR FENCE PER ARCHITECTU/iAL PLANS (1_!) 8" PCC PAVEMENT WITH COLOR AND FINISH PER ARCHITECTURAL PLANS @ 4 X 4 FIL TER."!A WZ FTST-K01 TREE WELL OR EQUIVALENT @ 8 X 4· FIL TERRA WZ FT:T TF,;EE WELL OR EQUIVALENT C}) 8 X 6 FIL TERRA WZ FTST mEE WELL OR £QUI ✓ALENT Q]J 10 X 6 FIL TERRA WZ FTST mEE WELL OR EQUIVALELNT @ PR/VA TE 8" PVC DRAIN @ PRIVATE 4" PVC DRAIN @) GRIND AND/OR OVERLAY EXISTING PAVEMENT (?_3\ TYPE 'B-1' CURB INLET SEE SHEET 9 @ KEYSTONE RETAINING WALL SEE SHEETS 1.3-16 0 4()' )()' '------ SCALE Hl:']lllRF:D TREXL'MEl'U CONTiWL B\IP HHLE DESC!l!PTJON 4 ;( ,1 FiL l}:/,:,,,:;1, ,'v/ '-,•ST--XD1 TF!_i---F" 1//F// X 6 f;1L TERRA iVZ r i :__;r TF11':i': kH:U QUANTITY 4 CA EA J Elt LA PAD 151.3 FF 152.00 ,, . ' ' ._. -. . -··,--· ... _-' \crc,.,.."-i·,c~ccc;:;fyJr~< ------------le----------C, I {J)EX TREES r I I I . ' 1J4-d_)- D 0% . . . ----'-----, •' ----'-------.L. -,.,, I/TS OF WORK '--"-D: Hofman Planning & Engineering 3152 Uousl!911d A<enue Omsbed CA 92010 (i60 69!z-4100 111 !, www.hofl:1anplannlng.com ii: . ,,,., , . ., _.,., . .,.,,_,,n,. "" "'" -----··-~····-· """ ... .. ··-·--·-··"-'" .. ----. .,,,. ___ •· (FT'I NU. DEL T,/4 (JI/ Bl;::c· RAO. ;,. Ti l..Ef\/l_;,' !l-i f?EM/,RKS [, . -----------·-.. / -' I, -· ---·---------·--------.----riq1 -·----·--·-·-··-"·- AJ 75·/ 5· '.s:5 'J:_ .. ..... --, ... ·--· 412.81' 6,, CUPB PER G ! 1 ... ..1 ---------------. . ,_ ............... ,,, r·~;:r /','77'/'''" 3·,.-94,52' f" Cc/FIB Ff:R G--·-1 .. --' ... ,:..,;;J ,/, ! '_, ~-..... ···--·------- ----- -----... _ ----------1,;-,1 /'/'""'' ,,, 94 .. '5.?' ,.,,, NfGh' CUPEJ PFl? ()-'-·--7 .!.. \ )/_!;}) " ---C .i;;,,p --------. -----· ____ ,,_ ... _ ·····-·"·-.................. ··- I;, , '•7r,•~•ffi' ," '/' .3/:i <•'B' r,, f!/Gi-f C,JF:B PER ()---I ,)\ '!,)' _, [J, "i~,; Ut ij _,. ·1 ------------·--b~ N16"44'1(,'"W ---156.00' o" ~!IGH CURD PEN ()--1 Tv'f ___ -11-~°i·~·o'o'·)" --I-'I~ CV'' 19.D4' o" l-1/DFJ CUP8 PE}? C·-1 t;;:::::J· -J-,_l/ "'· .r.., .... v -- 33 45'00'02" 25.00' 19, 64' 6" mANS'TION ,C o" CURB + 34 N16"44'!6"W -----156.00' o" HIGH CURB PER G -! 35 45·00·02" 49,00' 38.48' o" h/G'H CURB PER G-1 36 N7S15'5J"E -·----155.91' o" HIGH CURB ?ER G--1 @I] 32'47'20" 20,50' 11. 73' o" HIGH CURB PER G--1 38 N7.J'.56'57''W ----10.26' o" fl/GH CURB PER G-1 39 N7.J'.56'57"W ----1.3.15' o" HIGH CURB PI-T"f G-1 1±9 E'1fJ'27" 54.00' 500' 6" IRAN:C''T'ON TO o" CURB 41 29·;2'33" 54.00' 27.53' o" HIGH CURB PER G-1 42 5"18'27" 54. oo' 5.00' 6" TRANSITION TO o" CURB §] 36'13'.30" 54.00' .34.14' 6" CURB & GUTTER PER G-2 [Bl N16'44''7''W ------9,00' 6,, CURB ,Re GUTTER PER G--? ~ 9o·oo·uc" .Jo. oo· 47.12' 6,, CURB & GUTTER PER G-2 ,,5 N73'15'5.J"E -----26.79' 6" CURB & GUTTER PER G-2 l±Zl N7S15'53"E ---·-26.79' 6" CURB & GUTTER PER G-2 SCALE 1 .. I /--DEEPENED FOOTING / 0+=5.5' □ □ ------- l----+----+------------------l---1---_,_-----1----1 ~ CIT'{ 0 F C ;\J~J ,~;BAD ] -; !P[ r•; I ~ -~-J L.-d N rT 1;;:: L\ Cl m-::, :<'/~ T >It: :\f :· -··-· ){() /j -------+-----------------+--+---+---+-----I :=====--=-=·-=--=--=============·::'..===-=::; C R/dJING PLANS FOR: LEGOLAND HOTEL ~ ),\E 0 \/\VD SY: SDP 96-14C 472-3A ,IL! LC) c,1 . -.. ,~ "'' ..._ ,., () 'CL c·, 0. (? / (5 L C --0~ l') / . CJ CJ C.) / - 'I ~) :r: C) 0 '.w _J C / (!) :E (.J .i::,. C) G') u 0 .. -.i::,. (.)l -~ '"" cc I\) ' (l) I w J w ~ )> u ' '" / :;; r--u~;~T~~----_,...,...,_,,......,...,. ........ ..,...., _____ .,...,.. _____ ~~~"ll~~w~~M11•:<!!ti!c-\.~!lMllil~l'!lJ/filr<ffi.~~~;;,_ .!i'.\l]lir.!'JJJlS:<nt.ltl~'ilir.Ml!I.F.:tJ.'K~.'.lifflili~'W~~~_____ili'.\l>;:~~~a?~J:runf,'i'1ll'..Gil{~'Ml'&'·!~:it00r.'.~l:i'EJW.1'.!lfil<:'~i,-OJ~-m--... ·i.J/mJ:"~~l!i!f£.'~[~~.!I.J~W!".J!.li.im'IN~1!/w;.alnm.ill!".t~'.•.f'il\i~'lli!ic;0lli.t~'l<'.,::&%.31Cm;riM~~;i:,>.l!.C\/:~i:l·,::.~-ilm!i!ilL'i'MIW!t:!}l'.lm:!i$.\l":Bl:U".ml.Jl!m?/J.l:mi·U:.'li'o't.~~~li!'~~--:y..:11l!j!l:J.~/~'m_fil/i;jf_i,?,u',!1.i,',;ll.l'.,'.l'..~,Ell';',iJl'id!"IIJ!.Wl!;"!,;"~'.~~m,;i.'.';>i:'MlfJ,'f£~!Z.,""'~·r&.1.•il::r.lit'ilf£,'QCWlll~X1'.il,fil',~.~,r_JJif,Ki::'t,l'~~l\'M.W\!l,.'.ffl.i~t~~"!L'll.'11"~1.?'~. I r1···) ,c)1.7r rc-t•r 1:··x1<··r·, ,1:.: ·-,TA· 1"' F"' 1c""-·-....,,,,. ,,U,1._ .. ,, .. ,._)ii""! ._.,1 /IV ,_,;·· ,,t; (?") Hi:=.-lvfU Vt. .. i":.~X!.S?INC f TEA-1 Cf)/1tfPL1:.7f.L Y .J (-:,;,--°\ 4" \r"' Dr\V,·-••r··,, .. _.-i)V,Cr;J 7.,-, A') (,:;·;::·,c c, .. /C"!:-r ···; \,._::.J -J.c,,, r_1~1r:..1v.i , , .. 1, l ,,_,,_, __ s..)J LL. L. (§~··1 4-'"" PCC Pl\ \1T-:.·1LLJ'-IT W(,}:i COL.j)F? iiND F"/NISH PE.K' /.\f?Ch'i'lCC7Vl?AI. F'L!lNS ri'F~ 8 v ,:f_ n, Tf:.T?Pf. W? rrcr TREE ~~fLL Ol? EQU!VAlLNT '-....;) /, , , ,_ . , \f-\ a-d @ PHI\/A TT:,.'. 4 '1 PVC DRAIN @ GRIIID AND/OR OVERLAY EXISTING PAVEMENT REQC!RED TREATMENT CONTROL HMl' TABLE DESCl<!FI!ON QUANTITY -·.---,-vv r. j ·, f------,+-n. --+i1-, T -I Ji~-------'--i i--~l.,--~ ~ c_-j ,;\:) -®--c"1 (~<) V) SCALE l" -?O' ... ,,.,, ..... ,,...,.,, .. , MJ/Nfl .. ,,.,. ,tA,I ~.11111' /4#1 ;•blV:IJb a,NC,L.\' All"~ [C------c-1 ~-------1 "'I "8 I JIil 3 IX A&&. -llilllllU-l/illlf':6 •• • ,..,,, 1111 ,,.,ur t :v. G. ' ' l3 /j \ .' SCALE ' I - W NO. 48 49 50 5·1 52 5.3 ---- -· -[6] ~§ ~ _§ ~ --- l'I I' ,·111·1 I'll'' ,l'!"]il,li I I ' I. ' -Jl I ----------vv Vi' ---w I / I l I / I I I I / R I ! ; ' ' -. I , -----------~/--~-! - -_! I I _j_ I ---w / I J s I --...... ._~ . . CURB DATA CURB DATA CONT'D / ~~, ' DELTA OR BRG. RAD. (FT) LENGTH (FT) REMARKS ~b. DELTA OR BRG. RAD. (FT) LENGTH (FT) REMARKS 13'56'58" 54.00' 13.15' 6" CURB PER G-1 [?] N7375'43"E ----4.6/' 6" CURB & CUTTER PER G-2 - N7375'43"E ----80.99' 6" CURB PEF: G·-1 [68 90"/4'24" 30.00' 47.21' 6" CU.''IB & GUTTER PER G-2 N73'15'43"E ----12.43' 6" TRANSITION TO O" CURB 69 1 0-00'00" 4.00' 12.57' 6" CURB PER G-1 N73"15'4.J"E -----10. 00' O" HIGH CURB PER G-1 :0 N73'/5'43"E ----.?7.61' 6" CURB PER G-· 1 66-08'54" 15.oc· 17.32' O" HIGH CURB PER G-1 [5] N/6.44'17"W ----B.oo· 6" CURB PER G-1 23·51 'cc.;" 15.00' 6.24' 6" CURB PER G-1 □ N73'15'43"£ -----27.61' 6" CURB PER C-1 7"3 ~ N/6'44'17"W ----· --· ---B.oo· 6" CURB PER G-1 [±] N7375'43"£ ----10.80' 6,, CURB PER G·--1 75 10·00'00" 4.00' 12.57' 6,, CURB PER G-1 ~ N7S/5'43"£ ----10.80' 6,, CURB PER G-1 n 90·00·00" 30.00' 47. 12' 6 JJ CURB PER G-1 ~ N/6'44'17"W ----9.00' 6,, CURB PER C-1 Bil 90 ·oo • oo" 30. 00' 47.12' 6,, CURB PEF, G-1 80 N73'/5'43"E ----10.00' 6,, CURB ?ER G-1 N70"26'/2"E ·----121.73' 6" CURB & GUTTER PER G-2 ----·---[[i] go·oo·oo" 30.00' 47.12' 6" CURB PER G'-7 N73'/5'43"F· ----9.80' 6" CURB & GUTTER PER G-2 82 N/6"44'/7"W -----9.00' 6" CURB PER C-1 N73"15'43"E -----5.00' 6" TRANSITION ro o" CURB ~ 90"CJ'00" 3l,.OO' 47. 12· 6" CURB PER G·-1 N73'/]'43"!c ------10.00· O" HIG/-I CURB PER G-1 84 N73'15'43"E ----10.00' 6" CURB PER G-I N73'15'43"E ----5.00' 6" TRANSITION TO O" CURB --§ 29'09'22" '4. oo· 7.12' 6,, CURB & GUTTER PER G-2 ---- Hofman Planning & Engineering I'[ 'I ! 111,l . I] ,. LEGOLAND HOTEL () (') L: / u; . ·--, , i:'. "· r'~i~~Jtll.~Nl(jlf .. = ........... l! ....................... m ............. ___ ..,, ............. 1 ..,..,,., .. , .. w .. . I I I I PCALE 1" = 1 o' SEE SHEET 3 SEE SHEET 3 NOTES (6) 4" PCC PAVEMENT WITH COLOR AND FINISH PEF? ARCHITECTURAL PLANS @ SCREEN WALL AND OR FENCE PER ARCHITECTURAL PLANS @ PR/VA Tl: STORM DRAIN CLl:ANOUT PER Dl:TAIL. 3 SHEET 8 @ PR/VA Tc 8" PVC DRAIN CS) PR/VA Tl: 4" PVC DRAIN if_§) 4" DEC!( DRAIN PER DETAIL 4 SHEC-:-8 @ 4" A TR/UM DRAIN PER DETAIL 5 SHEET 8 @ CLEANOIJT PER DETAIL 6 S!-/EET 8 ,, __ . j ._,_, __ "" <" ,~ "-'' ~193/ ~'b ~-,'o (' '"--.-___,' ~-I I ---I I ' 10' 2U SCALE 1" = :-10' {i f qi ,. ~,)' . ,!> I I I //1[:/ I K I I ,...,y I Hofman Planning & Engineering 3152 Uoushead Avenue F,~~&2010 wmvJ1oi'manp1ann1ng.com ,'> ':J"' ~·/ SEE SHEET4 -~ i I ,_ ' ·-I I ' . ,_] t----t----+-------------------1----+--~+----+-------1~ CITY OF ClicRLS3.A[) ~7-~ [NGI~E[RING D~PA~TM~~T ~ ;:::c=; 1=,1=11=J1=N:'.G-=P=L=;\=N=s=r=o=11=: ==========-====: LEGOLAND HOTEL '' 11 _ I _, IJ.J 1--- 0 T: 0 1-.. ----------------.., .......... -""' ......... ....,...,,..,...., ___ """',~::ll~J::'.'1,;/~~~,;;~.fiti~:iJ~lrJ:!.imi/llOO"J.ra:;;J~niill'.~ll!I.Ui'lli'l:l,~~\li;),'i,'-..Z~&llil,~~~,ljl;r,JMSlli~~~!tU.l1!1!!i'J!ii'.i~~CcM:~~'l&~~3ID'Jll'IDY..i\½'.i,/'.l~i:\W~/.01:?lfil'(1',-.:!.\:i~1.'lc00¥fW;,,E_~~Z.~lJ.'f#¼i'1\l'it:(\'.(%/<lRl".,W...ll:,]MJ,tl_~if¥~$sr:'.,0fllliiJt".li~~,Nl;1'J.:I!K.;m.~~ffiilJJ;.(..rfr3\,;ii'J~.'l'allll,"lr.~!Q.1lil<!i'lll'.ll:!W.:.~-ll.l1'.iW~W!.'l!mll,~~~ji;,'1\it').l!:ii~.:!i~~~mt."~1'(;'~!f.t,W.l'.ill/t.,;,,."ea)lJ;,'.1%fl'.c&:!'Jl'tillklWJil!t~@cl 'ln'.,1i1£J!&:iWJ!:IJMJli'~ll',,lll'l!-~!!ti';pi/EjJl.l,1-.IJ.:t'l'i']ll!Wlrn'i~TIW/",')lti1:.r.l.ffiliai~"~'.'!I.Wt-i.1'.V:tiWill$:U~----. I ,------ / NOTES ® 4" PCC PAVEMENT WITH COLOR AND FiNISH PER ~RCNITECTUF/AL @ SCREEN WALL AND OR FENCE PEF/ ARCHITECTURAL PLANS @) PR/VA TE 8" PVC DRAIN (fg) PRIVATE 4" PVC DRAIN (2~ 4" A TR/UM DRAIN PER DETAIL 5 SHEET 8 @ CLEANOUT PER DETAIL 6 SHEET 8 @ PR/VA TE 6" PVC DRAIN (B) 6" DECK DRAIN PER DETAIL 4 SHEET 8 @ CUNNECfiON TO ROOF DRAIN DOWNSPOUT SEE PLUMBING PLANS @ /RENCH DRAIN PER NOS DURASLOPE CLASS C OR EC,!JAL -- " PLANS -•·---- SEE SHEET3 \ \ 0 ' ' IU SCALE !I i / / / SCALE 1" = 10' Hofman Planning & Engineering 3152 lJon5head Avenue Cl!rtsbad. CA 92010 (760) 69~-4100 www.hofmanplannlng.com . l Jni'II M:IIH!llimJWIIIJIII um1 illi!]!1 lillll]IIJiJ!l / INITl,\L GRADING Pl,AN3 IJ,::TIJ\L f!'OR: LEGOLAND HOTEL PRO,XC: '~O. SDP 96-14C 'I I . · I 'i .,J1 472-3A (_) LO C...',, L D < Ct'. (_', / [_] Cl n 0" /-!lD/-f CUF,.'B \ \ TH/,..,'f< ,P[Rt-'i,~JUS --- ' CO/\iCRE.. IE PA YEMEN r \ DETAIL 1: FOP.OLIS PAVEMENT NOT TO SCALE (SEE SHEET 3) \ \ MARK "r!RE LANE" WIT// 4" DETAIL 2: 9RE ACCESS ROAD WITH TI IFFTRACK GRASS ROAD PAVER NOT TO SCALE (SEE DETAILS BELOW AND SHEET 5. 4) TUFFTRACK PRODUCT DESCR!PTION PANEL SIZE -0 4" x 24" x 1 1 /2" CELLS PER PANEL -(120) .. 2-1/2" HEXAGONAi_ CELLS NcSTED HONEYCOMB CELL LAYOUT COMPRESSIVE STRENGTH -98,770 PSF 685 PSI EXCEEDS H20 LOADING TUFFTRACK GRASS ROAD l>:OTE:__ EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES. fk Ill TEC--jN]C,\,_ SER1JCES ; -2clll-'J:C:'i-·f,'1 ':> -c-c:h csr,r·,1r,c,Cc;r1dcTn. ,-wn DETAIL 8: TYPICAL TUFFTRACK PAVER FIRELANE DETAIL 24" l TRAFFIC CO'\/E'l TRAFF:C GRATE~"/ EXTENSION (OPTIONAL) BASE SECTION f(~JOCKOUT ·12" X i2" 4 PLACES // // f5 ·]/2" . ~~ I '>} //t 2 "1/4" ' 2 V2" US§§=== 12" X 12" DRAIN ROX TRAFFIC CONCRETE WEJOHT: SEECONFJO.BLK. PRECAST GROUP 2735 Cactus Road CONCRETE: 5,000 PSI San Diego, CA 92154 Pho, 1e: (6i 9) 240--8000 WNW.SDPC.COM 1212VF Fax: (619 6?1--1038 NPCACEATIFIED PLANT __________________________ ,_ .. DETAIL 7: CONCRETE DRAIN BOX NOT TO SCALE (SEE SHEET 3} 1 ;: D PJ-,l rs~ P tfJEB m: L0'1N THE. 8AS:E l'11A-'.Y 8E NECE S.S.t(R'(l N' S lkl\'.~; bR:1-,ir-J ING. 5;:0I L 't; U-aG? ADE. 2'_ 8,<\SE li-lJCP:NEsS.-\.:'AFt:,!:.S \Nf":'H tRf',.FltlC;, CLJ1,;,1A.tE, r.r·'□ 8l.6C,RA,0~: C·'.Jt:-,i:irriot~s .. ,:j_dU.JER s.ur,;1;,,7~ 5. ,i;,.U:0. 1NEAr: SCJf..s•_[,,.i;:."y REC!~il.~.E Tri!CK~'R-PA::sc:~. d_OiNS-UL T ICF1 TE cl~ SP!;::C j' 1(.i DET!:;.R,P-/!-iNE f;A,5-i:;. T:~ICK,NESs: 3. C')f<lSU. i'JGP! re.CH -~3P~C-2 __ ~6F. __ GU1o'tL.iNt:.S .,J,.Nt1 _'.3fiE:C:-iFt:.A7,0~-J~- FQF{ BA'SE /t.1#.IER:.t.L~, -~l:'SGP-A.o~ $QIL. t,NO Gil.Sf-cOrv1pP_1}"f:{'.)~-J 4. !.:.\O+Kff.C;J'•,iEP: t:r·iTi-Rf :foP OF· AGG,ReG.A"CE -E!~ Sf: ~Vi Th .'G-~:-CTE>{TlLE STREET i P.ARKI !·'1G LOT ON corv1P.AGTED Ai3GREGATE 8.A.SE DETAIL 9: INTERLOCKING PAVERS PER OLSEN PAVING STONE Hofman Planning & Engineering EIE'VA !10/\l AS 5lfOV0V ON PLANS "INVERT" OR "FL"--, ELEVA T/ON Ac' SHOWN 1 \ \ <J) w c,: <( > / ------6" POL YEHi YLCNE A rR/llM GPA TE // 1417},} U, V I.NHfr:HrOr?S, PVC FilSF:P !'/PE; !ENC'li·/ AS f?EQU/RED. HDPE STORM DHAIN PIPE, SIZE PER PLAN (4" MIN}. SLOPE PIPE 7% MINIMUM. ON PLANS / -~-~--- RIM ELEVATION PER PL/1NS IE. PER PLANS DETAIL 5: LANDSCAPE ATRIUM DRAIN NOT TO SCALE (SEf SHEET 6) -DUCTILE IRON FRAME AND------~ 1/2" GRATE ETHER OPEN, SOUD, OR ATRIUM 4"-18" <J) w °' ~ 6" MIN. '(1) ADAPTERS CAN BE MOUNTED ON ANY ANGLE. DETAIL 3: PRIVATE STORM DRAIN INLET/CLEANOUT NOT TO SCALE 'SE£ SHEET 3,6) --------- '. t "/NVET" OR "FL" ELEVATION AS Sf-DWN 01/ PLANS --- DETAIL 4: DECK DRAIN NOT TO SCALE (SEE SHEET 6.7) ' \0 ----~-GAST IRON OR TRAFFIC TYPE METER BOX --3/4" CRUSHED ROCK dRANCH Wil: -, \ /·45' BEND· ,.,...,,., 8" LATERAL DETAIL 6 PRIVATE STORM DRAIN CLEANOUT NO r TO SCALE (SEE SHEET 6,7) BRA'.':S G,?A TE WITH BRASS SCREWS'. SIZE & TYPE PER PLANS. .,-P VG COLLAR SEA .ANT (COLO!/ TO MA T'71/ PAVEMFi\ T) 4" or 6" RISER PIPE. LENGTH AS REQUIRED. SEWER & DRAIN PIPE (SIZE PER PLAN). SLOPE MINIMUM 0.5% OR AS PER PLAN. ?)# ....... .. ,\:Sl0 cC IJl-c; ! // i--------t-----t-----------t-----t-----+----t------1 CE] ~=:::'..'.::===-========='--'==~ CliADJ}:G PLANS J'OH: LEGOLAND HOTEL 3152 Lionshead Avenue Carlsbad, CA 92010 (760) 6~L-4100 www.hofmanplanning.com INIL'-\l SDP 96-14C 472-3A . I! I' Ii I • i Hi [L C') p· '"'"'-*"1'1417_,.._., • ...,. ... rm • r:rnl"urmr 1-...... ,. -ere llliiMl~il'IWIJ ---!- ______ ! ___ -------- ---... ------------~--1· \ I __..___--.. ·/\' _......___.-~~~--~+-'--:------- ---------------------\-.l)-:_= __ __. ____ ,.,, ---o1--~--~----·: -1_-- v'., i I .,. , I -----------------------------Q __ ,.,..._,,_ ------------' ---! _________________________ i_ ____________ _ . , . , ,CO :::i, . • . Q/00 =; SB. ;j3 CFS _, _____ ·_·-_-·_--_-· __ .-_[X~lr/-N_G--,-_· 3 ; •• -:-~-· -_, _ ___ . V)OO = 10.0 1 F1;'SE~ .s~;;:~I C -1------~---+-____ -+-____ 2_9~2~·-_.3~1' ~6'' - -----PVC @ :J.4% ' I RCP @ 0Jf8% --·-··------------------~--------1---1 I ---50-0-ct[o-------- ' 0 ----+--+-~---~-,W/\.Jf~--rv;r;-1r i,JGINTt-- ' i 20+00 21+00 22+00 ~-· J _Lu ' i ' ' 14.69' [XI 36" Pvc@··10oz · -C1ASS C900 ------ ' 23+00 PROFILE: PR/VA TE 36" STORM DRAIN STA 20+.30.11 -STA 2.3+46.11 +- ----- !9+00 • ----------- ==t''·.··· ., ---_______ ,, " . ----.. , ------------ SEE SHEET 10 FOR REMEDIAL ' \ PR/VA TE STORM DRAIN DA TA NOTES NO. DEL TA OR BRG.IRAD. (FT) LENGTH (FT) REMARKS G) N/6"44'17 E ! ----29231' 36" RCP 3000-D w/ WTJ ~---~-----~---~-----~-------~'----~ CD PROTECT IN f'LACf ® TYPE 'U-5' CLEANCUT !'ER CBI/ 1080 24+00 0 160' SCALE I' ,., 40" Hofman Planning &. Engineering 3152 Lionshead Avenue Carlsbad~ CA 92010 (760) 69L-4100 www.hofmanplanning.com ~~~------------- -------------f--+--+---+--~-1--+--'_ --+--+ ---t--t-f--+--t---t-+--+- --= c ·--=--·· -(-,. PRIVATE STORM DFlAIN LINE C6 PER BLDG PERMIT CB11 1086 Sf-lOIVN FO,? REFFRENCE ONLY ---------,--- ' 't ,I, ! ,_ ----------1- ' J Pl I . ' I ',---" r I I -i--·--+--+---+--+--+ -·-->- • ____ I o_ (_'.) / (') L I , .. ,: I,. 11' __ ' " • •• CE] (-,,_. __ m_, '_{ CF r, ii_ RT ,--'.B ,'\ D· SH::._ TS 1 1.: )(17 ~ t----+---+-------------------+----+----1-----!-----.I , \._,; _c-:o__ ,l....JJ.__, r~-~NGil~EERING ~[~A~T~EN~ t----t----+--------------------+---+---+----'----I ~. ---~ I • i • LEGOLAND HOTEL ' ' ' I I 0 (') I " ' / o• r C CJ / :.'Z I I I i 0 60' 120' LOWDi' Pi,F'/G//G (AGilCUi TiJRAi_ D[f3,r7/!)) 24,50D CY /1(; OCUH6 LSfi'ih1i'L!) ?D (.;f,·/Nlt•iK .1'0 iO -~"0% (!2,25C) CY):· .. :i SECTION E/\GINEER'S NOTES: 1. CONTRACTOR S/-IAU FOLLOW SOILS ENGINEERS RECOMMENDA TIO\/S IN F/ELD. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DIVERSION OF LOW (LOW STORM WATER FOR Ol'RA TION OF CONSTRUCTION. THIS 'SHALL BE ACCOMPUS/-IEO BY PUMPING ANO /-IIGHLINING STORM WATER IN LINE C FROM THE EXISTING CLEANOUT AT STATION 23+46.11 TO Tl-IE DOWNSTRCAM CURB INLET AT STATION 20+3).11, ALSO, CONTRACTOr/ SHALL FOLLOW INSTRUCTIONS IN THE SWPPP RELATED TO DRAWDOvVN OF PARK LAKE WHICH W:LL ACT AS A TEMPORARY RETENTION BASIN. SWPPP HAS INSTRUCTIONS FnR THE LAKE DRAW DOWN PERIOD DEPENDING )N THE PREDICTED STORM EVENT. 3. CONTRACTOR SHALL FE RESPONSIB~E FOR DELAYS DUE TO PO"ENTIAL DEWA TERING OF REMEDIAL EARTHWORK NECESSARY FOR REMOVAL OF AGRICUL TLRAL DEBRIS. NOTE TO CONTRACTOR: 1. ACT/JAL EXTENT OF REMEDIAL TO BE DETERMINED BY SOILS E/'v'.!INEER IN FIELD. 2. IF WATER MAIN IS EXPOSED, REPLACEMENT IS NECESSARY. IF PEPLACEMENT IS "iECESSARY, CONTRACTOR WILL HAVE TO ASSURE CONTINUAL OPEF?A TION OF EXISTING FIRE HYDRANTS. CONTRACTOR WILL 8£ RESPONSIBLE TO DETERMINE IF THE PUBLIC WATER SYSTEM IS LOOPED ANO CAN PROVIDE CONTINUAL FEED DURING REPLACEMENT OF '0AIN, OTHERWISE, HIG/-1-L/NING OF WATER MAIN WILL BE NECESSARY TO ASSURE CONTINUAL FEED. 3. SHORING PLAN PER CAL OSHA REQUIREMENTS. 4. HEIGHTS OP SliORING SHOWN ARE APPROXIMATE, ACT/JAL HEIGHTS ARE DEPENDENT ON IN-FIELD SOILS CONDITIONS. i--------t-------+-------+----+-------+--------------1 ~ ~=='--'============'-'==~ GT/ADING PI.ANS f'OR SI IITTS )(17 Hofman Planning & Engineering 3152 Uonshead Avenue carlsbad CA 92010 (7ti0) 69!!-4100 www.hofmanplanning.com 01\T[ 0\JITl/.'.L RE'l1'31Qf.J DESCRIF'TIOi'•I I lll I I : I LEGOLAND HOTEL REMEDIAL GRADING OF AG. DEBRIS Cl~F 9(3 16C ' '1 /1 : SDP 96-14C 472-3A I " " TJ 0 T [') _Ll ' D '.'.' () ' Q_ U1 C uJ I ) \.0 l ' ' ' j I ,::::LU\~iou-CD\.'T_i-~ jj\J 0~ TO._) SU\t'. PVC f")i?E. (3Y C U ~ ,I . 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I ' 11 I f ,' ' I\ l'I l'I 11111111'1' _ , ,. 1 t; I .1 1 j Hofman Planning & Engineering 3152 Lionshead Avenue cansbad, CA 92010 (760) 69,-4100 I Ii www.hofmanplanning.com LEGOLAND HOTEL APF'l"\CVED: E:'~GINEER CF WD~K 0, 5 u Q_ ( ') / ('.) z q <'-, (le '-' / 0 0 '~ u ~ w f--0 --------r-···1·------- ' ' r-----1 -----------------1.---h-c_ '.ce . .---~-~ i' . 1-\ •~ ; I ·.__ ~ ' _..-/ ___ -/ + _____ /__ ',;) / - -1· .. ·I.:__~~~.~ r -c~..:.1='b-.·-,······ -le.·--!~~.: '~.-.·.·.".1_· .. =:-_ ----~ ;._ :_ .. ~ .. --. ;;}.~.<~;~-~T-'-:.:-=~ .. --~ -~--~---~ = -~--_--~--,=~~--;~.~-::,,.~-~~~':-"'c~"'~C ~ -~·-:0~ ~ --=--=--"-~-.;, --~.:.f-~c:_~~.:imr=--<-----'----~~--~ -.--~ -... ~--/ ' '-r 7 • -----'''-'.-} *-)J~ -:::--"L.::: _J ·_· ·_ ---=i , -=rc-~r: =---'@ I 3 i-D -----'®'© ;/ I -----__:_ -C~) ® : --.. -· ~cii,: ~ -_:..c....c.,_ i · /·· /'\ , I : -1-11:, , l. •.·. 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I) 147.50 144,(13 14?.00 8" 8'){4' Fi7?D '('>' --·-·-·· ----······--· --------·- 145. 4-0 142.73 159.90 8" 6.5'X41 FJT?D -81 (,::s, 145J)5 N_/A 141.5:S 4-" 4'X4' wz FTST-·-XOJ 4 745. 05 N/A 741.55 4" 4'X4' wz FTST-KOI 5 145.20 N/A 141.70 4" 4'X4' wz FTST-KO/ 6 745.20 II/A 741.70 4" 4'x,;' wz FT57-KO/ 7 145.20 N/A 141.70 4" 4'X4' wz FTST-K07 -- 8 745.20 N/A 141.70 4" 4'X4' wz FTST-KOI 9 145.20 N/A 141.70 4" 8'X4' wz FTST to'.· 149.35 f 1/A 145.85 6,, /O'X6' wz FTST 11 750 _ _;0 N/A 746.80 4,, 8'X4' wz FTST 12 150.30 N/A 146.80 4,, 8'X6' wz FTST NOTES: 7) OUTLET PIPE @ 1% MIN OR PER PLAN 2) BORE INTO SIDE(S) OF" EXISTING CURB INLETS FOR OUTLET STUB TIE-IN .J) SEE FLOWLINE AND OUTLET PIPE RELA T/ONSH/P DETAILS SHEET 71 i---4----;----------------"j-----+---+-----+----1~ CITY OF C/\Rl,~{UJ\f) ~? ~ EN~INEERIN1~ JFP,;9TMEN--,-1-~~Jij Hofman Planning & Engineering SCALE 1" = /0' 3152 IJonshelld Avenue r:oo~~S'Q.~10 www.hof:nanplannlng.com ---,r, 111'11.'![lnr·"l[lltif',I I I LI LJ .. • ii L 1 Ill ll' i Ii I' I II INl'iAI II ~=:::'..'.::==========="=='=-~ GHADLNG PLANS I1'0R: LEGOLAND HOTEL SDP 96-14C 472-3A I. 10 r--·) "T D (0 ". (C( (CJ ·, Ul 5 ·.-_1 '" c_ " /" C) ·"' LJ <( u::: (_') / CJ u ~-r: u / ~ uJ I 0 I 0 () I, I ~ ~ / I'\) (,~, -,) 0 "' 0 -,. ~ [L o, C ·c... ....l '" •D ,- 0' ,. ,, J -,~ C ~ " .i::,. -..J t-.) w )> ' ! ANCHOR 1,0 SCOPE OF WORK 1. f"HE WORK SHAL.L. CONSIST Of--HJR\IISHIMG MJD CONSTRUC mJG ANCHOI": V1,'AU, BLOCK AND [VIJRAGRID GEOGRIU kl:lNf-ORCELl SOIL RETAIN!NG VVALL SYSTEMS IN •\CCORDANCE: VVITH :'HIS TECHNlC;\L SCOPE OF 1NOR'<?.N8 IM R.Ef\SONABLY CLOSE CONFORMITY WITH THF. UNF.S, GR;-\OF.S AND fJlrvffNSIOMS SHOWN or~ THI:: U:::GOL.AND HOT':( GRADING PLAN BYHOFFMAN PU\NNJNG & ENGINEER.ING DATED AUGUST 29, 2011 ? 'NORK INCLUDr:Tl A FUl.;:NISHING AMCHOR. WALL SEGMENTAL CONCRETC !·"ACING AND Ci\P UN:TS l1S SHOWN OM THE CONSTRVCTON DRAW!i\JGS. 8. FUR.NISHING rvlll-{,C\FI STRUCTURAL GEOG[{!lJ REIN~ORCE[vlENT AS SHO\/v'N ON THE CONS !RUCTION DRAWl1\lGS C STORIMG, CUTTll'JG AND PLACING SfRJCTURAL GEOGRID REINFORCEMF.NT AS Sl-'ECl,"'.IED Ht:.P.EIN AN'...l AS SHOWI\I ON THE CONSTRUCTION DRAWINGS D PLA.CEMHIT AND COMPf\CTiOM OF UNI f 1NAU~ FIi.\.. Af\JD BACKFILL WITHJN THE GEOGRID Rt:'NFORCED A.RE/\ AS -SPECIFIED HEREIN AND AS SH0\1\/N ON THE CONSTF{UCTION DRAWINGS E ERECT!ON OF ANCHOR 1/VALL SEGMENTA.L CONCFffTE UNITS AND PLP,CEMENl' OF STRUCTURAL (3EOGRID 2,0 REFERENCE DOCUMENTATION 1 HOFFM1\N PL\NNING 2, ENGiNEERING, LEGOLAND HOTEL GRADING PLAN, D1\TED AUGUST 29 20·11. 2 LEIGHTON AND ASSOCIATES. lf\JC, UPlJATED GEOTECHNICAUNVi::,STIGATIOr,-1 PROJECT NO 96()·15·1-034 DATf-:0 IVIAY 2, 201·1 3. WHERE SPECIFICATIONS AMO REf'E~ENCE DOCUME:1\11 S CONFLIC r, THE l::::NGINEER SHALL MA.KE FJNAL OHERM!N?.TION OF THC APPLICABLE DOCUlvlEi>IT 3.0 SPECIAL PROVISIONS 1 RED ONF. ENGINt::ERING INC. (RED ONE) AND GEOG RID RETt-\!Nlr'-JG \NAU. SYSTEi'1JIS, INC. iGEOGRIIJ} ASSUM!::S NO LIABILITY FOR INTERPRETATIO;J Of' SUBSUHf·ACE CONDIT!OI\JS SUITABILITY OF -SO!L OESIGN PARAMETERS AND SUBSURl'i\CE GROUNlJWATER CONDI rlONS MADE BY OTHERS 2 RED OME AND GEOGRtD SHALL NOT BE R.ESl_)ONS!BLE FOR lHE COST OF A.LL MEANS or SUBSOIL IMPi\OV[MENT: COST OF J\DDITIONAL SUBSOIL E:XPL..ORJ\TIOM: AND FOR ALL I_Ac\OR TOOLS, t:OUIPI\JIE:J·fl .AND INCIDEMTALS NECESSARY TO COMPLFfE:. fH!:: \IVORf\. THE OWNER SHALL BE Rf:SFONSIBLE FOR ALL SUCH COST 3 rHE OWNER SHALL !3!::;: RE3PONSit3U:c; i-'OR COMPLYING WITH ALL FEDERAL. STATE AND LOGAL REQUIREM!::i'fl 8 f·OR THE [Xf:CUTION or THE 'v'\JORi< .. !NCLUD1'-IG LOCAL !:lUILDING 11\JSPECTIOM AND CURRENT OSHA EX.CAVATION REGULATIONS 4 PRIOR TO UNDERTAKING ANY GR.ADI NG OR. EXCAVArlON OF TH!:: sm:, I HE COf\l mAC [OF Sf-l/\LL CONF!RM THE LOCATION Oi--I HE: PROPOSED RETA!NIW:J VVAU_S A.ND .O..Ll. Uf\lOERGnOUND ITATURES, INCLUDING UTILITY i_OCAT!Q!\13 WITHIN lHE AREA OF CONS l RUCTION. 5. RED ONE HA.S COMPLETE:D ENGINEERING DESIGN OF THE PROPOSED RETAl!\IING WALL(S). INCLUD!t-JG IMTERNAL STABILITY AND l,OCAI_ EXl l:::RNAL STA81UTY WHERE APPLICABLE, BASED UPON THE INrORivlATION PROVl[Jl::l) TO us AS C.lUTLINF::D A80VF: RED ONE ASSUi\/lES THAT OTHERS HAVE lJETERMINED THE SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCL.UOING GEO; ECHNIC.AJ SUI IA8!L.ITY AND SITF. GI .. OBAL Sl /\R!LITY. 4.0 GENERAL NOTES 1 THIS SE I or· SEGMENTAL RETAINING \Nt\LL PLANS ARE BASED ON THE GRADING PLAI\JS REF=l:nENCED lN SECTION 2.0 II-" OTHER PL.ANS AHE PROUUCF.rJ THAT CONTAIN lJlffE"!ENT INFORMATION rHN-l THAT RtffRf}.JC!::O, THI.S Pl AN IIJIAY f\JF.EO TO BF REV!S!:;:D ANO/OR THE WALLS IVlAY NEt:D TO EE REDESIGNED. 2 THIS SET Qi= SEGMENTAL RCT1'.\ININ8 \NALL PLANS ARE BASED SPECIFICA!...LY ON THE WALL BEING CQr,JSTRIJC 1-1::□ WITH ANCHOR VE.RTICA a;_ocK AN'.) T:-fE IVIIRAFI Ml~AGRID 3XT, 5XT, AND 7X.T Rf:::INFOP.CE!'!lfJH PRODIJCTS ABSQLUl"l::'LY NO SUBSTITUTIONS ALLOWED J LOCATiON or THE SEGMENTAL Rflll,INING WALL IN RELATION TO PROPER.TY LINEO, UTILITY EflSE1'JIENTS, VI/ATER'.SHE::D EASEMENTS, OR ANY OTHER TYPI:: 01; EASEMENTS ARE THE: RESPONSIBILITY OF THE OWNER OH THE SITE CIVIL.. ::NGlf\lEER. THE ENGINEER. OF RECORD ASSUMES NO LIABILITY FOR. THE LOCATION OF THE SEGMEN f"A!. RE:.TAlt-JING vVALL, OR IF CONSrRUCTIOi'J Or: THE PROPOSED SEGMENTAL RETAINING 1NA:...L ENCROACHES . .!\MY PROPERTY LIMES OR EASEMENTS 4 IT IS IMPERATIVE THAI THE SITE SU'{VEY!NG OF rHE:. SEGr111Er\J IAL iU:'..TA'Nli'JG W . .1\LL BE DOi,JE BY THE S!TE CIVIL C",NGINEER u~ SURVEYOR. AND !',i1UST BE BASt::D ON COMPUTER GEHERA.TED SITE:iGRADING PLANS AND NOT PROFILE PLANS DONE BY !'HE ENGINEER OF Rf::CORLJ .SURVEYING OF THE SE:GME:NTAL l{i::TJ-\JNING V\/AL1_ MUST IAKE IN l O /\CGOUNT I HE DESIGN clA. ITER INDICATED ON THE ENCLOSED PLANS ANO DETAILS rAIL..JRE TO TA.KE iNTO ACCOUl'IT WALL BAT rl::R FOR SC.G~ilENTAL RETAINll'JG WALL SURVEYING WII_L l"'RODUC!::: INCORR!::C I LOCATIUl'IJS OF ALL TO,P OF WA.LLS AND SHAL_L DC: CORRi:::C ll::IJ 1-\T NO COS1 -m THE F:NGINf::T:R OF Ht:COR.D OR THE SEGMEN1AL RETAli\JJMG WALL CONTRACTOR 5 WAI .L. GfOMEl RY LOCA l IONS, SLOPES AND SURCH;.\~GE. LOAOS FOR THF. SF.GIVlb'\J l"AI. Rf:-. "i;-\INING WALLS W!::RE IVIEA-3URED l"i~Ol\tl THE SITE GRJ\Dlt,JG PLAN Rff::RENCED /\BOVE IF CONDITIOMS V/1,RY IN THE FIELD FROM THOSE SHOWM ON THIS PU\f'-1. THE' ENGINf':F.R OF R.ECORD MUST l:!E NOTIFIF.D PRIOK TO CONS I RUC l"'IOM or· rHF. SEGMfNTAL. Ht::lAININf~ WALLS ro R!:-.VIEW IHE DESIGN ANO/OR PLANS MODI FICA 110N3 TO THE DC:SIG1\J AND/Of~ PLANS fVLA.Y BE REQUIRED AFTER rHE REVIE\i\.l AND M;\Y TAKE UP l O l EN l:lU-SINESS OAYS TO COMP LE TE 6 IF "i", IEr~E Ar~E DISCREPANCIES BETWEEN ;\NY INFORMATION ON THESE PLA~-IS /\ND JNFORM.ATION !N Tr1E PROJEG-1 SPF.CIFICATIOt-JS, THE MORE RESTrJCTIVE INFORMATION TAKES PRf:CfOFMCE 5.0 MATFRIAL NOTES 1 C:ONCREl E kt:fAINING WALL. UNITS. "ANCHOR \/ERTICA RETP,INING WALL UN! fS" A.S MANIJFACT'JRED HY SIERRA BUILDING PRODUCTS UMDER LICENSE FROM J.NCHOR WALL-SYSTEMS 2 GEOSYNTHETIC RE!NFORCEMEN 1-: Mlf~AGRID 3Xl, fiX.T 01~ 7XT. AS SHO\J\/f~ ON THE DRAWINGS 3 LEVELING PAD BASE A .AGGH.CGATE BASE CF{USHED STONE OR GFUNULAR F!LL MEETING THE FOLLOINING GRAD.,\nm.1 AS ot::-1 !::RMlillED 1,\1 ACCORDANCE WITH A.STM D448 8 4. SIEVE .SIZE 1 INCN 3/4 INCH N0.4 NO. 40 NO. 200 Pf"l{CEMT PASS!l'IG 100 7-5-TO 1 ::,o 0TO60 OTO 50 OTO 5 GASE THICl<NE:SS. 6 INCHES (MINIMUM COMPACl ED THICKNESS) l)RAIN.4G!:: AGGREGAff CLEAN CRUSHED STONE OR GFIANIJI.AR t!LL MEET!NG l'Hf: f--OU.OVVING GRADATiON AS Df-: TFR1VIINED IN ACCORDANCE WITH AS l"M D448: SIF\/E: SIZE PERCFNT PASSIN3 ·1 INCH 100 314INCll 75T01DO N0.-4 OTO GO N0.40 OT050 N0.200 OTOb 5 REINFOR.GCD FILL· SOIL 1· !"{EE OF ORGANICS AND DEBlilS AND CONSISTll'JG Or EITHE[l: GP, GlN, SP. SW. Gl\/1 OR SC TYPE CLASSH-:IE:D IN ACCORDAMCF. WITH ASTM D?4!_l7 ANlJ ff·IJ': uses CLASSIFICAl'IOl\l SYST[M ANDl\.'lEETING THE FOI..IJJ\NING Gr~ADATION /\S DETERMIMED IN ACC-ORDANCE \/\/ll"H ASTM D44!3· 1 INCH NO. 4 NO. 40 NO. 200 100 20 TO 100 V 1000 OT035 A THE PLASTICITY INDEX (Pl) SHALL 8£ LESS THAN 20 B. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLAS-SU-:!ED AS GH, CL, OH, MH, OL, OR PT. C ALL 'NALL BACKFIU. MATERIALS SHALL ALSO HAVE THE MINIMUM ENGl~IEER!MG PROPERTIES SHOWN IN SECTIOf'-1 ·15.2. ITEM A. 0. TEST RESULTS 01:-ALL Pl'l:OPOSED 8.1-\CKFILL MATERIALS. 1/IJHl::THER ON-SIHC OR IIVIPORTED, SHALL BE SUBMITTED TO THE ENGiNEER FOR. APl-'l·WVAL Pl-i'.IOR ro CONSTRUC I ION 6. IMPERVIOUS MATER.IA.L CLAYEY SOIL OR OTHER SIM!!..AR 1\/IATERIAI_ WI-IICI I V•/i!.1_ PREVENT PERCOL;.\TION INTO THE DRAINAGE ZONE BEHIND THC: WALL 7. DRAINAGE PIPE PERFORATED OR SLOTTED PVC OR CORRUG.l\TED HOPE Pl~E MANUf--'ACTURf:.O IN ACCOPWAf\JCE VV!TH D3034 AN DIO!'\ AS l"I\JI F405. 8 CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMlvlENl.)i..'.'.D BY THE RET!-\IN'.NG Vi.JALL MANUFACTURER 6,0 FOUNDATION SOIL NOTES ·1. EXCAVAH: FOUNDATION SOIL AS RC·:)UIRED FOR f'OOTING OR 13fa.S::: DIMf:NSION SHOVVN OM THE DRAWINGS, OR AS !J!RECTED GY THE PROJEC'I' Gl::OTECHNICi\L ENG!MEER. 2. THE OWNER SHALL RETAIN THE SERViCl::S OF A GEOT[CHMICA.L E:NGINEER TO EXAMIN[ rOUNDATIOh: SOIi .. TO C-:NSURE THAT Tl-IE ACTUAL FOUNDATION SOI;... STRl:::NU 'H MEETS OR EXCEEDS I HA.! INDICAI-CD ON THE DRAWlf\lGS UNSUITABLE: SOILS ARE DEFINED AS ANY SOIL THA f DOES NOT HAVE SUfflClENT Br::AR!NG CAPJ\CITY OR 11\IILI_ CAUSE EXCt:SSl'll:: v,JALL SETrLEMENT REMOVt SOIL NOJ ME::ETING rHC R.E::)UIP.ED S rRENGTH 0\/El~SIZE RESULTING SPACE SUH·ICll::N l"LY FROM l'HE FRON 1· OF THE BLOCK TO THE BACK OF THE RElf'Ji-'OR.CEMENT, /\ND BACKFILL INlTH SUIT!\'BLE COMPACTED BACKFILL SOILS 3 THE OVVNER srlAI.L F'.{f:-rP,1r--.1 TflF. SFHVICES OF A GEO"! f;CHNICAI. t.;NGiNE!-:.H. fO DETEr~MINE IF THE-FOUNl)ATION SO:' ·:; Wll.L REQUIRE:: SPECIAL TRE/\ TMENT OR CORf~ECTION TO CONTROL TOTAL AND DIFI H'(EI\ITIAL SETTLEMEMT 4. Fll.l. OVER-EXCAVATE:IJ AREAS WI 'H SUITABLE COl'vl!--'AC fE.IJ BACKF!l.l., AS HF,r:orv1r·.1JE.NfJF:rJ 8Y TH!:; PROJF.::C I 01::.0 f'E:CHNIC/.\L ENG!NECI-Z. 7,0 BASE COURSE NOTES ~ PL.AC!:: BASE lvlATt:Rl!\L-S TO THE DEPTHS AND 'NIDTHS SHOVVN ON Tl-IE Df~AWING-S, UPOf,,I u~.IOISTURBED SOILS, or~ FOUNDATION SOILS PREPARt:D AS OIRl=CTE:D 8Y THE: PROJt::C f GF:O I t:::CHNICr'\I. f.'.NGINE:fR A EXTEND THE LEVELING Pl'\D LATErS:A-LY AT LEAST 5 INCHC:S IN FRONT AND BEH!ND rHE L01NEfrn,10ST CONCru:TE RETAINING WALL UNIT. B PROVIDE AGGREGATE BASE COMPACTF:D TO 6 !NCH ES THICK {MINIMUM) 2 COMPJ\CI AGGREGATE B/\SE M . .2.,TEhlAL TO PRO\/l□ E A LEVEL, HARD sur-11'-'ACE m,i VI/HICH TO PLACE THE FIRST COURSE Of-'. UNITS 3. PRl:':JJARI:: SASE MATERI/\LS TO ENSLRE COMP LET!::. CUNTAC'I· W rH Ri::::"I AIN!NG WALL UNITS. 0/-\PS ARE WJl ALLUVI/ED. R.\·1 Active proJects\Lego!and Hor.el\C0nstrucr1on Draw1ngs\C476-252NNO.dwg SHEET 1, 11/28/201 ·1 8.05:11 t\M LEGOLAND HOTEL RETANNG WALL 8.(.) ERECTION NOTES 1 CXCAVATIOM SUPPORI', ff RE.QUIRl::l>. IS THE:. RC'.")PONSl6:L.l"IY QF THI:' CONTRACTOR. INCLUDING THE 0TAHIUTY OF THE EXG/\V/\TIOM ANO ITS INFLUENCE ON ADJACEMT PROPERTIES ANO STRUCTURES. 2 GEi~ERAL E:RECT UNITS IN ACCORDAN:::E WITH MANUFACTURER'S IN3TRUC flONS AND RECOMMi::NDATIOMS, AND r\S SPECIFlt::D HEREIN 3 r--'LACE FIRST COURSE OF CON(;R.ETE W\LL UN!TS ON THE DREPARED 8/\S!::: rJlATERIAL CHECK Ui\JITS FOR LEVEL AND AL.IGNMf:::Nf. MAIMfA.IN "!'Ht:: SAME ELt;.\,ATIOM AT THE TOP OF FACH UNIT \.IVITHII\J F:ACH SECTlm~ OFTHf: BASE COUFl.SF. 4 Ef\JSURE THAT FOUNDATION UNITS AREIN FULl .. CONTACT WITH f\JAl"URAL OR COiV1PACTED SOIL BASE 5. PLACE CONCRETE WALL UNiTS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNrvlENT /\UGNMEM"r MAY BE DONE: BY USING A -STHING LINE MEASURF:rJ FR.OM THF. BACK OF lHf::. BLOCK GAPS ARI:: NOT ALLOWt::D 8!::-1 \/'/!::EN THE FOUNIJATION CONCRETE WALL UNITS 6. PLACE ·12 INCHES (MINIMUM) or DRAlf\li,GE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS FILL VOIDS IN RETAINING 1J\/ALL UNITS \NITH JHAINAGE AGGf{ff:iATE: Pf~OVIDE A DRAINAGt: ZOME BEHlt,JD THE 1NALL UNITS TO \f.11THIN 9 INCHES OF THE FINAL GRADE CAP THE BACKFltL AND DRAINAGE AGGRF:GATE ZClJ\JE V\/ITH 9 INCHES OF iMPE:RVIOU.S MATERIAL -✓• INSTALL DRAl~JAGE PIPE AT THC L01NE~r ELEVA!ION POSSISLI::, ·10 MA!Nl;.\lt-1 GR,WI I Y FLOW OF WAfl::H. IO OUTSIDE Oi-: ·1 HE REINFORCED ZONE SLOPE THE MAIN COLLEC""/ ION OR/\INAGi::: PIPE:, LOCATED JU.ST BEHIND THE CONCR.E f'E RETAINING \r\1/~LL UNI I'S, 1 PERCCI\J f (i'JIINIMUl\/1) l O PR.OVIJi= GRAVITY tLOW ro T!--11:': IJAYLICJHI ED A.RF.AS OAYLIGHT THE ~JIAIN COU.F:CT!ON DRAINAGE PIPE TO AN APPROPRIAI E LOCATION .AVVt\Y FROM THE W:\LL SYSTEM AT EACH LOW POlr-n OR AT 150 r:OOT (MAXIIVIIJM) INTERVALS ALONG THE VVALL.. 8 REMOVE EX.GESS FILL.. r-T:tUM TOP OF u~.ITS Ai'-ID lf\JSTALL. NEXT COURSE EN-SURE DRAINAGE AGGREGi\TE J,ND 8ACKFILL ARE COMPACTED BEFORE INSTALLATION OF f\l!::XT COURSE 9 CH!:::CK EACH COUKS!:::. f'Of~ LEV'.:LAND .~LIGf\lfl/lENT AOJU3"1" UNITS AS NCCF':SSARY WITH REINFORCEMENT SHIMS TO I\JlA!M-IAIN LEVE::L. ALIGNMENT, AND SETBACK Pf{ICR TO PROCEEDING WITH E1\GH /\DDITIONAL COURSE. 10 INSTALL EACH SUCCEEDIN(3 COURSE. ~ACKFJLLAS EACH COUP.SE IS COiVIPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF: THE UNIT CON1A.CTS THE LOCATING SUR.FACE OF THE UNITS IN THE PRl=:CEDING COURSE INTERLOCI<. Wt-\LL SEGMEMTS THI\T MEET f\T COR.NERS BY OVf..RLAPPING :':'iUCCESSIVE COURSES ATfACH CONCRETE RETAINING WALL UNITS AT EX fERIOF~ C()HNEHS VVITH AD--!E:":>IVE SPECIFIED 11. INSTALL GEOSYI\JTHET!C REINFORCE1Vl8'J r IN ACCORDANCE WITH GEOSYNTllETIC MANUFACTURER'S RECOMMENDATIONS P..ND THE SHOP DRA'Nlf\lGS. a ORIENT GEOSYl'-JTHETIC REINf'ORCEME'-IT \/•/ITH THE HIGHEST STRENGTH i\X!S PERPENDICULAR TO THE IA/t\LL FACE 0 c'RIOR TO GEOSYNTHUIC REINFORCE!\.ENT Pi . .J\Cfl\/lCNT, PLACF. THF. BACl<.Hl.l. AND COMPAC""I ro l"HE EL.EVA I Im~ oi-: THf: l OP 01- THE WALL UNITS AT THE: ELEVATION OFTHE GEOSYNTHETIC RElh!FORCEP11EI\JT C. PLACE GEOSYN rHEr1c REINFORCEMEMf Ar TflF. ELEVATIONS Ai'JIJ TO rHE LENGTHS SHOWN ON THE DRAWINGS. d LAY GEOSYNTHETIC REINFORCE!VIEMT HORIZOMTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS ~\ND THE COMP1\CTED BACKflL.L. SOILS PLACE. !Ht; GEOSYN"fHf:TIC REINr'OP..CEI\IIEi'.JT V\IITl·IIN Of\lE INCH OF THE FACf:: OF THI: GONCRf::: IC RETAINING \NALL UNITS PLACE THE ~IEXTGOUHSE or CONCRF.Tf: m=Tr\lNING WALL UNITS ON TOP OF IHE GEOSYNTH!::TIC REINFORCEIVIENT e THE GEOSY~JTHETJC REINFORCEMENT ~HALL 8E IN TENS!OM Ar,,J □ FREE FROM \/\/f{INl<.LES PRIOR TO PLACl::fvlENTOF THC:: BACKi"ILL SOILS PULL GEOSYl\l'J HE'TIC REINFORCEMENT HAND-TAUT AND SECURE lN PLACE WITH STAPLES, STAKCS, OR BY HAND-TEMSIONING UNTIL THE GEOSYtsrlHETIC REINFORCEMENT IS COVERED BYf:-INCHES OF LOOSE FILL f THE GEOSYNTHETIC REINFOf~CEMENnlSHA.L.l BE COI\ITINUOUS Tl~ROUGHOUTTHElR E.MBEDMENT LENGTHS SPLICES IN THE GEOSY~JTHETIC REINFORCEtvlEI\JT STRB\!GTH DIRECTION ARE MOT ALLOWED g DO NOT OPERATE TRACKED CONSTRUCl ION EQUIPMENT DIR~CTLY ON THE GEOSYNTHETIC REIN;=ORCl::MEJH. AT LEAS f 6 INCf·IE:.S OF COMPACTED BACKrlLL SOIL.IS Rf:QUIRED Pf"l.lOR TO OPERATION a;:: TRACf-<:ED VEHICLES :JVER THE GEOSYNTHETIC REli'IFORCE::MENT i<.EEP TURNING OF T~ACK.t::D CONSTl'WCTIOf\l t:::OUIPt\llEN r ·10 A MINIMUM h RUBBER~TIRED EQUIPMENT Mt\Y PASS OV!::R THE GEOSWHHETIC REINFORCEMENT AT SPEEDS OF U:'.SS THAN ti II/IILl::S PER HOUR TUR.NI NG VF RUBBER-TIRED EQUIPMENr IS NtYI .,:.\LLOVVED ON Gl::OSYNfoETIC r.'.EINl·"OF~CEMi:::N r. .io BACKFILL PLACEMENT NOTES. 1 PLACE REINr=oRCED 3ACl<FILL, SPREt-\Di\ND COIVIP/•.CT It,! 1'.\ MP,NMER ·1 HA W!L.L MINIMl~f:: S!,ACK 1r,1 ·r;--;c 1-{!:::INFOH.CC:MENT 2 PLACE FILL INffHiN THE RE!f'FOFtCED zor~EAND COMPACT !N LIFTS NOT EXCEEOIMG 6 TO 8 INCHE:S \LOOSE THICKNESS) WHERE HAND-OPER.,'-\TED COMP_;\C lmN EQUIP[\lf:NT IS USED, AND NOT EXCEEDING 12 lt;ICHES ~LOOS!:: ll\lCKNESs:1 Wrlff<E' HEAVY. SELF PROPELU::lJ COMPi\CTIOI\J t:UUIPMENT 5 USED. A. ONLY LIGHT'IVE!C:l·ff HAND-OPERATED COMPACTION EQUIPfvlENT IS ALLOWED WITHIN 4 FEET OF THE BACK OFH-lE RETAINING WALL UNITS. 3 MINIMUM C .)MPACl ION REQUIR!;;i\111::N f':; FOk FILL PU:V...::EJ) 11-J THE RdNFORCED ZONE: A. COMPACT TO 90 PEnCrnT OF THE S(!ll.S STI-\NDAR[, \•~AAiiv"IUIVi DRY DENSl"IY (ASTivl 01557) FOf-THE EMTIRE 1/V/.I.LL HEIGHT.. 8 VERIFY corv11=•ACTION REQUIREMENTS\'.· THE Pl;." ),JECT GEOTECHNICAL ENGINEER C UTIU"IY TRENCH BACKF'ILL· COl\ilPAC r l TlLITY TRE .-,)CH BP,Cl<FIU. IN OR BELOW THE: REINfORC:ED-SOILZONE TO 95 PERCENT OF 0 E A B THI".'. SOIL'S STANDARD i'v1AXl1\1JUIV1 DRY Ll:::NSITY (M.·· "f\/1 0·1557). OR AS RE.GOMMENDED BY THE PROJECT GEOTEGHNICAL ENGi MEER MOISTURE CONTENT AT OR 2 PEH.CEl\f AGt:. POIN · S ABOVE THE OPTIMUiVl MOISTURE CONTENT FOR ALL \.NALL HElGHT8 rHESE MOTES MAY BE CHANGED BASEL1 ON RE(;0!,,1MEMDAT10N-S BY THE PROJECT GEOTECHNICAL ENGINEER AT THE E:ND or EACrl DAY·s OPERAT!ON, SI_OPE n-,~ LAST LEVEL OF COIVIP;\CTED BACKFILL AWAY FROM THE l~HERIO, (CONCEALED) FACE OF THE W!-\LL TO DHECT SURr ·,.cE WATE:.R !WNOFF AWAY i'TWM 1-HE:: WALL I-ACE ·r HE GENERAL CONIHACTOR IS w::SPOrtSl!::lLE FOR [l'JSUHING THAT rHE FIN!SHED SITE Dl~AINAGE IS DIRECTED ;.\',N/..Y f'fo. ,·J! THE Rl::.TAII\IING WALL SYS r·t;:r,;i IN ADDITIOM. THE GENER,.;.L CONTRACTOR IS RESPOf\lS!BLE FOR ENSURING THAT -SURFACE WATER RUNOFF FROf-/1 ADJJ\CEMI CONSTRUGl ION AR.l::t\::i IS NOT AI.LOWl::::.J TO ENT FR THF. RETA!NING WALL. AREA OF THE COf\JSTRUCTION SITE ::i ANY STRUCTURAL FILL Plt\CED MUST B~ KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WIN rc::F CONST/WC 1-iGN PRACTICES GENE RAU Y, WINTER CONSTRUCTION REQUJRES THE IMPOF{ T OF NON-FROST SUSCEPTIBLE SOILS TYPICALLY CLEAN SAND AND/OR GRAVEL J-\1'-JY STRIJCTIJR/\L FILL r::oUND TO BE FROZEN ON SUBSEQUENT DP..YZ> or:: CONSTRUCTION MUST BE REMOVEIJ ANJ m:PLACCD PIC.:IOR TO PLACING ADDn IONAl F-RL 1(.),0 CAP UNIT INSTALLATION NOT::.s I. APPLY ADHf:SII/E ro THE TOP 3URFAC£0f THE UNIT BELOW AND PLACE THE CAP UNIT ll·JTO DESIRED POS! flON 2 CUT CAP UNll SAS NE:CESSARY ro OBT\IN -iHE PROP!:::!~ f Ii"" 3. BACKFILL AND COMPACT TO TO? or CP UN!l. 11,0 WALL CONSTRUCTION TOLERANCE NO"JFS 1 WALL CONSTRUC I ION TOI..F:.RANC!:..S: A. VERflCAL ALIGNMENT PLUS 01{ l"lll:·1US1-1/<\ INCHES OVEr~ ANY 10-FOOT DISTANCE, WITH/\ l'vlAXJMUM DlrFERENTIAL 01' 3 INCHES OVER THE LENG rH OF THE WA!..l B HORIZmHAL LOCATION CONTROL Ft,or.l GRADING PL/\N· 8.1 STRAIGHT UNl::S PLUS OR MINUS ·1-·l/4·NCHES OVtR P.1\JY ·10+00·1 DIS l'AMCE WI IHA MAXIMUM JJ!Fff::cRt:;NTl;,1 .. OF J INCHES OVER THE LENGTH 01° THE W/\LL 8.2 CORNER AND RADIUS LOCATIONS PLLJ·; OR rJll!\IUS 12 INCHES B 3 CURVES AND SERPEI\ITINE RAD!! PLUSOR fvlli'IUS 2 FEET C lfvlMEDIATE POST COMSTRUCT!ON WALLBAHER. WITHIN 2 DEGREES OF THE DEGIC/··J 8.ATTE:R OF THE CONCRETE RETAINING WALL UNITS D BULGING: PLUS OR MINUS 1-1.1t1, 11\ICHESOVEi~ ;.\MY 10-FOOT lJISTP..NCE. n.o UTILITY NOTES 1 UTILITY INFOWvlATION MAY NOT HAVE BEEN PF'.'JVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF : i-lt::SL i-·1. ANS, AND THEREFORE MAY NOT BE INCLUDED. IF u-1 ILlrlES AR~ UXATED WITHIN rHE PROPOSED REINFORCED LONE THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TJ CONSTRIJCTiON OF THE: '.3EGMEMTAL HETA.1NING WALLS TO REVIEW THE DESIGN Af\lD/OR PLAf\JS f\/lODIHCA.TIONS TO ·1 H~ UJ::31GM ,'\MD/OH PLANS MAY !:11::: f';EOUIRl::D ;\;\JO MAY TAKC UI--' TO TEN SUSINE:SS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNE) (8Y OTHEn;; TO WI rHSTANDAL.l .. FOH.CF.::S FROM l HF. Sf:":GMEMTAl.. RFTAINING WALi. UNITS. REINFORCED SO!L M1\SS. AND Sl.R\'.HARGE LOADS (IF /'.\NY) ::, S rORM DRAINS ARE PRONE TO L[)\i---.!NC THEREFORE, IF A JOINT IN A.STORM DRAIN IS LOCATED \f1/ITHli'J 100 f-'EET OF THE RETAINING WALL THE s-rQR.M WATER PIPE MUST BE VVAfER TIGHT Nt::OPRENE 0-FUNGS MUST BE: INSTALLED A'I ALL STORM PIPE JO!NTS r\S A MINIMUM. 4. WATER LINES, iNCU.IOING IRRIC3ATION SlSTEMS, l\,lUST HE Wt-\TCR. TIGH r \NITH.IN iOO FEET OF THE RETAINING W.A.',.1_ LL:/•.1-:,•\Gi:: BEHIND A RETi1iNING V1./ALL WILL INCREPSE THE HORIZONTt\l_ PRESSURE/\( ",/~.IHST THE WI-\I_L LEADING TO WALL FA!LURE FOR THIS RCASON, SUBSURfACE 1/VA J f::kLINE-S AND IRRIGAI !OM SYSTEMS SHOULD NQ f tit: INSTALLED ABO'✓E THl:: Rl::INf--ORCED ZONES OF THE RETAINlf\lG WALL, OR wr'HIN 5 FEET OF fHE: REINFORCED ZOI\JE prepared by l"ed one engineering Inc ·1195 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509 0078 rnatt@red1engineering.com PREPARED FOR THE EXCLUSIVE USE OF 1295 Dl3TR!BUTlmJ \fl/AY VISTA, CA 9208'1 TEL 760 509 0079 FAX 760 509 00~'8 GmGRID RETAINING 1J\/ALL SYSTEMS, INC PLANS 13.0 FIELD QUALITY CONTROL NOTES 1. INSTALLt:;R IS Rf::SPONSIBLE FOR QUAl.lTY CONTROL or INSTALLATION OF SYS! E:.M COMPONl::t\i I .S 01Nf\Jrn 10 E:MPL.OY A QU,'-\LIFIED INDEPENDENT THIRD P/1RTY TOVERJFY THE CORR.ECT !NST;\LU\TIOM OF SYSTEM COMPONHJTS IN ACCORDANCE WITH THrnE SPECIFIC!-\TIONS AND THE: QR,,WINGS. 2. THE OWNER, AT THEIR EXPENSE, \/\JILL r~t:HIN A QUALIHED PrWFESSIONi\l_ TO 1~a1FORM QUALITY ASSURANCE CHECKS Of7 THE IMSfA!..l.fR'S WORK. -3 CORRE:CT WORK WH!CH UOf::S NOT i\111::.:E:T ·1·-11:::sc SPECIFIC.,:.\TiONS OR THE: REOUIRE:.Ml::N"f S SHOWN ON THE DRA\J\/!f\lGS Al I Ht:: INSTALLER'S EXPENSE 4 PROJECT GEOTECHNICAL ENGINEEi"! TO PERFORM COMPACTION TE.STING OF THE REINf"'ORCED BACK.FILL PLACED r'\ND cm.,1PACTED !f\l THE REINFORCED BACKFIL.ZONE A TESTING FREQUENCY (OR AS DIR.ECTED B'r PROJECT GEOH:CHN!Cf\L EMGlr>JEER) 8 ONE TEST FOR EVERY 2 FEET (VER'I ICAL/ CF FILL PLF.C::-.U ANLJ COfvlPACTED, FOR EVERY 60 LINEAL FEET OF RETAINING WALL. C VARY COMPACTION TEST LOCA'IONS TO C)\/ER ;"HE ENTIR_E AREA Of-' fHE REINFORCED SOIL ZONE INCLUDING Tl-IE AHEP. COMPACTEU ~y THE HAND-OPERATED COfJf'i.CTION EQUIPMEI\IT 14.0 STATEMENT OF SPECIAL INSPECT'C[-JS 1. SPl::CIAL INSPECTION l:J R!:,..... ,1fi!J IN Accc1RDANGE WI rH IBC ~:>ECTION 1 /(.14.':i 2 THE SPECIAL !N-5Pt:GTOH.'S I\ESPONSIBlLITES INCLUDE VERIFYING THE FOLLOWING A UNIT QiM::::NSIONS 8. CONCr-ETE UNIT COMPi'(ESSIVE STHEI\IGTGAND WATER ,6,BSORP110N. C f--OUNDATION PRF.PAR.ATION. D UNIT PU\CEMENT, INCLUDING ALIGN/,.11ENT /ND INCLIN;\TION F.. GEOSYNTHl::TIC REINFORCF:MfNT TYPE Af\J) PlAGF'MENT F 8ACKF!LL PLACEMENT ANO COMP1-\C'l'ION. '3. DRAINAGE PROVISIONS. 3. TYP[ AND EXTENT or SPC:CIAL INSPECTlm· A SPECIAL INSPECTION Si--1.1\LL BE PEl"-11"-0I\M~ ON A CONTINUOUS BASIS 4. TYPE ANO EXTENT OF EACH TEST: A MODUI_AR UNIT DIMENSION SriALL BE VERIFIED ONCE PER \NALL PRIOR TO THE START OF CONSTRUCTION B. CONCRETE UNIT SHA(! H/\VE' A MINIMUM .?t-DAY COfvlPRCSSlVE' STRENGTH OF 3.000 PSI AND A MAXIMUM VI/A rER ABSORPTION or 7 PERCENT. C FOUNDATION PREPARATION SHALL BE IN~)F::CTED F0!-1 COMPLIANCE WITH THE ANCHOR RETAINIMG Wi\c.L DESiGN PARAMETERS AND GEOTECHr,,IICA.L ~f'JGINl::ER OF RECOR~ RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMF :~T OF CONTROLLED FILL. D. i\NCHOR UNIT ALIGNMENT AND INCLINATirn SHALL BE Vf:::l~ll~IED BY SURVEYED WALL HOR!ZONTAL wc~\TION Pl~IOR TO CONSTRUCTIOI\I .A.ND CORRECT BLOCK PLA~EMENT AGAINST THE LOWER BWCK'S ALIGNMENT' LJEVICE DURl~JG CONSTRUCTION. E. G!::OSYNTHETIC REINFORCEMENT TYPE SH.I.LL BE VERIFIED PRIOR TO CQNSTF~IJCTION WITH AN IN.SPEC rlON OF THE GEOSYNTI-IETIC REINFORCF.MENT DELIVER:D TO THE SITE FOR WP,LL CONSTRUCTIOM. PL<\CEMENT OF GEOSYNTHETIC REINFORCEMl'.:l'H SHALL BE COMTINIJALLY OBSl::RVED DURING WAU_ CONSTRUCTION roR COMPLIANCE \/IJITH THE As'JCf·IOn RETAINING WALL PLANS. F. BACl<TILL SOIL SHAU. BE VERIFIED IN COMR.IANCE WiTH THI:: ANCHOH RETAINING WALL PLANS AND SOil OESfGN PARAi'IIH:CTERS r->R.IOR TO AND PERIODICA ... LY DURING CONffRUCTION. BACKFILL SOIL COM[..>ACTION SHALL BE CON'I INUOUSLY VC.H!Fli::LJ COMPACTED TO AT LE,\ST 90 PERCENT or-I-IE MAXIMUM DRY DE::NSITY AS DETERMINED BY ASTl\/1 D 1557 FOR EVERY 20-40 YARl)S OF BACKFILL PLACED G. ALL DRAINAGE PROVISIONS SHALL BE VEFWIED IN COMPLIANCE lf\/lTH THE A.NCHOR RETAIMINC:i WALL PLANS AND THE RE-C01VlMi-:NIJAl"IONS OF TH~ Gf.:OTECHNICJL. ENGINEER OF RECORD AS CONSTRUCfl::D AND PRIOR TO BACKFILL. 5. GE!SMIC OP. WIND RESIS fANCE: A THERE ARE NO ADDITIONAL SPECIAL INSPETIOM RL .. 1UIREMEi'lTS FOR SEISMIC OR WiND Rl:::SISTANCC: PER CBC H05 6 STRUCTURAL OBSERVATIONS A THERE ARE MO REQUIRE:D STRUCTURP..L OESERVATIONS PER CBC 1709. 7. SF't:GiAL 1N,;>."-,,~,~rl0i'\.j N(1 l""f'.'.,.1 A ANCHOR RETAINING Wt\LLS I.NILL [fr CONSTRU(J rn WITH rULL :ih.:,J1\~ INSPh.: rlON ACCOR.Dli\l(j -IO lvlANUf-."IC r·uRER'S SPE.Uf-lCAI IONS. B AMCHOR PETAINING Wf\LL WILL BE CERTIFIED E{ THE ENGINEER or: \VORI\ AS BEING CONSTRUCTED IN 1\CCORDf\NCE TO THE 1\/!Af\lUFACTUR.ER'S SPECIFIC!', TIONS. 15.0 ANCHOR WALL DESIGN NOTES 1. If IS THi::: RCSPONSIB!LITY OF-fH!::: OWNEH OR OWNER'S REPRESENTAT!V!:: TO VERIFY THE SOIL STRENGTH DESIGN PAR.AMETER.S ARE: REPRESENTA.TI\/E OFTH[ SOILS AVAIL6..BLE f"'OR WALL CONSTRUCTION IF Tl-If SOil. STRENGTH PARAMETERS ARE FOUND TO BC INCONS!STEN 1· WITH THOSE ASSUMED BY ·rHC E:NG!i'li::CH OF RECORD, THiS DESIGN IS NO LOMGER VALID AND IT 13 THE RcSPONSIBILITY m· THE OINNER OR OWNE~'S REPRESENTATIVE TO NOTIFY THE ENGINEER or RECORD so THE RETAINING WAI.'- SYS ft:M CAN Bt; Rt:DE.S!GNE-D. 1--'All.lJFU-C TC Nm !f-Y THE= ENCJINEE:R OF RECORD MAY RESULT IN 1-:AILURE OF THE RETAINIMG WALL. 2 SOIL DESIGN P.AHAMETERS: A REINf""O:-ZCED SOIL RETAINED SOIL FOUNDATION SOIL 3 HORIZONTAL SEISMIC COEFFICICNT-0.\4:~ PHI= 30 DEGREE5 PHI= 32 Df:::Gf.{EES Pf II"' 32 DEGREES C"' 0 PSF C= 0 PSF C-=-0 PSF GAMMA= ·\25 PCF GAMMA= 125 l>C1--- GA/'J1MA"-' 125 f-'CF 4 REIN!'OR.CED Bi1CKF-ILL SHALL MEE I" SOIi_ G_ASSIFICAflON AND GIV\Dr\TIOf\l AS S"IATED IN SECl"ION 5 5 I HIS SHEET 5 GEOTECHNICAL PARAMETERS USED !--'OR DiSIGN SHALL tli:: CONFIRIVlEO 8Y c31:::0·1 F:.CHNICAL ENGIN~i:-.R PRIOR TO WALL CONSTRUCTION 6. L/-\TER/\,L EARTH PRESSURES ARE DETEHMIIJED USING COULOMB F.ARTH F!Rf:SSURE THEORY 7 INTERNAi_ STABILITY OF WALLS A MINIMUM FACTOR OF .SAFEfY ON GEOGRIDSTRENGTH = 1.50 MIN11\/1UM r"AC 1·0R OF SAFE-IY ON GEOGRIDPULLOUT"' 1.5G C. PEl~CENT COVEf{AGE OF GEOGr'clD = 100% 8 EXTERNAL STABIU.IY A MINIMUM FACTOR OF SAFETY AGAINST BASC SLIDING= U:;,O 8 MINIMUM FACTOR OF SAFt:.TY AGAINST OVf::.'-( fURNING cc 2.00 C. MINIMUM FACTOR OF SAFETY AGAINST SOILBEAl\!NG OVERSTRESS= 2.00 D UNIFORM SURCHARGE-AS SHOWN ON STFUCTURAL CALCULATIONS E BACKFILL .SLOPE"" AS SflOV\JN OM SITE Pl.MAND STRUCTURAi.. CALCULATIONS 9 GLOBAL STABILITY (TO BE CONFIRMED BY CEOTECHNICAL f!\JGINEER) A. MINIIVIIJIVI FACTOR OF SAFaY AGAINST STA-IC GLOBAi .. STABII.IIY = 1.50 G MINIMUl\ll r.ACTOR OF SAFETY AG/I.INST SElfMIC GLOBAL STABILITY= 1.15 16,0 ANCHOR WALL ICC REPO~I ANCHOR WALL .SYS1 EM APPROVED FOR USE wrn MIRAFI GEOGRID IN ICC ,-:s LEGA.CY REPORT ER--J959 17.0 APPLICABLE BUILDING CODE ALL CONSTRUCTION Sf IALL CONFORM TO THC 211 D CALI FOR MIA BUILDING er :.'c 18.0 ANCHOR RETAlJ\!!~'.fLWALL PLAN SHEET INl:EX SHEET 13 -SHfE:T "14. SHEET ·15. SHEET 16. TITLE :;,i-c_,::T AND NOTES ANCHOR V'/r-:. PLAN Via} ,b,NCHOR WALL PROF!I __ E TYP1C:Al. W;-\LL SECTI(.,,, !.ND DETAII...S 'VE Cl.ARA TION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT S/-/EETS 1J THROUG/-1 16, THAT I /-/AVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 1£TAIN/NG WALLS AS DEFINED IN SECTION 670J OF THE BUSINESS ANtJ PROFESSIONS COD£, AND THAT TH£ DESIGN IS CONSISTENT WITH CURR£NT STANDARDS, I UNDERSTAND THAT THE C/-/ECK OF PROJECT ORA •!1'f'.IC:, CAI.GULA 7/0NS AND SPECIFICATIONS BY THE C/Tr (>F C.-\:,/.~,.;Ai.J DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: RED ONE ENGINEERING INC. ADDRESS: 1295 DISTRIBUTION WAY CITY, ST.; A VISTA, CALb ORN/A :~EP7!1u.i:1? ~ _ {J/S/1 / ll1ATTH~ ¥JMERRIU --D-A-IE~,>---- R.C.E. NO.: 68429 R£GISTRATION EXP/RATION DATE: 09-30-2013 ~---------------------U) z DATE •.( ...J n. ...J ...J ~ (.') z 1----------------------z RE"9E'w'E: B.J' /l J , ~ ,?~All {J, f 'Lu.... , I Z /1q J, f_ n:: INSPECTOR DATE ,v .----,-------------,--r-,-7--r::==:-::===:::::============:-::::::.:::::::::=:10 1----1-----1-------------+---t---+-----~3 CITY OF CARLSBAD SHS~.~I ~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRO'!AL CITY APPROVAL :=L:2._J:::::::;:::;;.c::;:::::::;:;:E:::N~G;::IN:;E::::E::R:::IN:::G:::::D:::F:::P::A:::RT:::M:::E::N::T===-'==f'l.-==!' - GRADW~ PLANS FOR: LEGOLAND HOTEL ANCHOR RETAINING WALL PLANS TITLE SHEET AND NOTES APPROVED,a_ -/ 7/4, M GLEN E.NGINEERING' MANAGER PE 41204 EXPIRES 3/31 /13 OWN BY: .. • CHKD BY:@ RVWD BY: PROJECT NO. SDP 96~14C CDP 96-160 K VAN PESKI 12ifft' DRAWING NO. 472-3A ...J w t5 I 0 z <( ...J 0 (.') w ...J \ CONSTRUCTION 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 GEOGRID RETAINING WALL SYSTEMS, INC. SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED O~E 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 COMPLEllON THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. ~O STANDING WA llER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. R:\2 Completed projects\201 'l\Legoland Hotel\Construction Drawings\C476-252SP0.dwg, SHEET 2, 7/30/2012 10:30:29 AM ANCHOR WALL PLAN VIEW prepared by 1~ed one engineering inc '1295 distribution way vista, cc1 9208'1 r.hone 760.410.1665 fa,:simile 760.509.0078 mc1 ttg?red -1 eng i neeri rig.com SCALE: 1 = 40 PREPARED FOR THE EXCLUSIVE USE OF 12'J5 DISTRIBUTION WAY VISTA, CA 920[l1 TEL 760 509 0079 FAX ?liO 509 0078 GIGGRID RETAINING WALL SYSTEMS, INC \ DATE INSPECTOR ' I DATE --------------t----t---t-----t ~' ;:;:;4:;:;;l'.,=;;;:::c r;;;:TY::;;;::o=F=c A=R=L=SB=A=D=-=I ~:.s22Z~='=:: I = ENGINEERING DEPARTMENT ( 1 / ,~ GRADING PLANS FOR: 7.30.12 REPLACES SHEET ORIGINALLY SIGNED ON 12/15/2011 REVISE WALL /2 AND #3 DATE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL Cl TY APPROVAL LEGOLAND HOTEL ANCHOR RETAINING WALL PLA~S ANCHOR WALL PLAN VIEW APPROVED: _4¾_, ENGINEERING ~ DWN BY:--~- CHKD BY: &I RVWD BY: (] PE 41204 EXPIRES 3 31 '13 PROJECT NO. SDP 96-14C CDP 96-16C K VAN PESKI e/9/JZ DATE DRAWING NO. 472-3A I 158 156 154 152 150 148 146 144 1+00 1+10 1+20 FINISH GRADE AT Blil · (TYP.l 1+30 1+40 R:\2 Completed projects\2011 \Legal and Hotel\Construction Drawings\C476-252PP0.dwg, SHEET 3, 7/30/2012 -10:30:53 AM I ·148.67 Blil '· 1+50 1+60 150 148 146 144 142 140: · 138 136. 134 150 146 144 142 140 136 134 1+00 L J!.L "' u1lLU .. L..i'.1.l1!ll.t _i'W-llhd 'LJ. . ...l!.l..'.1!!illiJL!~llil:.tl '. .. LJ~ .. l. ,:c.L ..:...J GRID LENGTH = 4.0' · · ···· · ···· 1+00;00 TO 2+87.50 152;33 Tlil T 1+70 1+80 1+90 2+00 2+10 ANCHOR RETAINING WALL #1 PROFILE SCALE: 1"= 6' H/V lilALL #2 T□ BUTT AGAINST • THE BACK OF MASONRY i STAIRlilELL lilALL SUBDRAIN. OUTLET L.□CATl□N. CONNECT TD STORM DRAIN ... AS SH□lilN □N GRADING; PLAN 1 +10 II 142,33 Tlil 1+20 ·1+30 1+40 ANCHOR RETAINING WALL ,M2 PROFILE SCALE: 1"= 6' H/V GRID LENGTH = 4.0' 1+00.00 TO 1+61.50 1+50 2+20 150 : 148 146 144 142 .. 140 138 136 134 138,33 Blil · · ·.·SUBDRA)N. □UJLELL□CATl□N, 7 CONNECT T□ STORM DRAIN AS SH□lilN □N GRADING PLAN 1+10 1+20 ·1+30 1+40 1+50 1+60 ANCHOR RETAINING WALL #3 PROFILE SCALE: 1 "= 6' H/V 148,00 Bli/ 2+30 150 148 144 142 .140 138 136 134 2+40 2+50 II u 0.. 2+60 ""_,_tt_ ..; "' + ~ ru .. -----:_ .. iL1 ., .. --. >b: .. ······/····················· ... SUBDRAIN IJUTLE:T i.□CATIDN ... i ...... . t!GH[l~ tllNNE:Ct!iiN TD stliRM DRAIN ....... . STUB □UT AS SH□lilN □N GRADING PLAN 2+70 2+80 160 158 156 154 152 150 148 146 144 2+90 DATE fsHml CITY OF CARLSBAD I ~~ .. :ss .. l t---+---+-----------------1,-----+---+---+---1 ~~;:;:;:;5~~;:;;E;;:N~G~IN~E~E:::R::::I::::NG:::::::D:::E::P::::A:::R::TM:::E::N::::T==::. '(' 1 ( l, GRADING PLANS FOR: prepared by 1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 mat@red 1 engineering .com PREPARED FOR THE E'.XCLUSIVE USE OF 1205 DISTRIBUTION WAY VI.STA, CA 92001 TEL 760 smJ 007~J F /\X 760 509 00 rn GIOGRID RETAINING WALL SYSTEMS, INC 7.30.12 1 REPLACES SHEET ORIGINALLY SIGNED ON 12/15/2011 REV1SE WALL #2 AND #3 DATE INITIAL ENGINEER OF WORK REVl310N DESCRIPTION DATE INITIAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL LEGOLAND HOTEL ANCHOR RETAINING WALL PLANS ANCHOR WALL PROFILES CDP 96-16C APPROVED:~ )/ ,,!,.,/} ./. GLEN K VAN. PESKI ~-~ 12~ B,@/;?- ENGINEERING ANAGER PE 41204 EXPIRES 3 31 13 DATE DWN BY:-~- CHKD BY: 1\Wl/ RVWD BY: PROJECT NO, SDP 96-14C DRAWING NO. 472-3A STEP 1 -PLACE REINFORCEMENT SO Tl IA T LITTLE OR NO OVERLAP OCCCRS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 Tl) 3 INCHES OF SAND IlETWEEN IHE REINFORCEMENT LAYERS. 2 TO 3 INCHES OF SOIL FILL REQUIRE[) BETWEEN OVERLAPPED Rc!NfORCEM!iNT FOR l'ROFER SOIL AND RE!NfORCEMENT INTERACTION. r L l STEP 2 -1.AY Tl IE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK CF THE BLOCKS IN l'JTE AREAS THAT A~E NOT REINfORCED. [lACKFILL AND COMPACT Tl IAT COURSE. STEP 3 -PLACE REII\FORCEMEN f IN PRIMARY STRENG·~,T~II-- D!RECl'ION r---L-· THE AREAS WHERE THE ~1,\RKS SHOW,.------!,\l'i,J GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINCENORMAL WALL CONSTRUCTION, REPEATING Tl IESE f------+"1.11 STEPS AS !-IEEDEL'. An~horTM Vt.rtica"!il Retaining Wall · A OUTSIDE CURVE DETAILS 16 NOTTO SCALE R:11' Active projects\Legoland Hotel\Construction Drawings\C476-2520S0.dwg, SHEET 4, 1112812011 8 05:56 AM • SI JU:NC, 111 DIRECTION PLACE ADDlllONAL REINFORCEM~!-IT ON THE NEXT COURSE OF SEGMENTAL UNlT IMMEDIATELY ABOVE THE SPEClf·IED PLACEMEN f EL!iVAflON IN A MANNER THAT ELIMINATES GAPS LEFT BY Tl-IE PREVIOUS LAYER OF REINFORCEMENT Al' THE SPECJFIED REINFORCE'-'lENT ELEV,\TION, AnchorTM VerticaID Retaining Wall flll ):i hli11 · L flEVEtED UNIT 6' MlNJ:.H!M COC,11'/\.C I (iRAVT'J. LM'l'LNG P,.\f} C 4" CAP UNTT Anchor TM Vertica"" Retaining \Vall [S01YIETRIC BLOCK VIEWS_ 16 NOT TO SCALE li." ~" CAP UNIT C,.X rf'sfl (iEOSYNT!ffTIC ld:\l.()RCEC,JE"if ro \\'Jl}k'l 2" Uf J..0'.\:01<. )'ll{l('K FACE 9"MiN, \11N1Ml;~,t INSIDE RADIUS 7 FT. TO FACE MINIMUM OUTSIDE RAlJ'US 5 FT. TO FACE Anchor1 M Vertica® Retaining Wall D IN.LMUJ\,1 INSIDE/OUTISDE RADIUS DETAIL 16 NTS ,-'4.IW-1 ~ 7 !1" C:=i8-=t __ l rop VltW B SIDE CURVE DETAILS A11chor1M Vertica'"" Retaining Wall 11 1 IJ 16 NOT IO SCALE E EVELlNG PAD STEP DETAIL 16 NOT TO SCALE ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL lU,QUlRE SLEEVE-ff 1224R CAP UNIT PER PROFILE\ AnchorTM Vcrlica:)() Retaining Wall H TYPICAL REINFORCED \VALL SECTION 16 NOT TO SCALE l'L.\CE.{d0()(,\ID OVUt 1,0C A J:lR NO ff'H S/IlE \'lf.W llEVIJ.FD l.JNlrS Anchor1 M Vertici'"' Retaining Wall AnchorTM Vertica'.lll Retaining Wall F {EJNFORCEMENT CO\INECTION DETAlL G 3-W1\Y BLOCK VIEWS 16 NOT TO SCALE 16 l\OT TO SCALE ~ CITY OF CARLSBAD SHEETS 1---1--+----------------+---+---lr---t----t ~~=6::::::;_':::::::::::::;;EN:::G:;:l;::;NE;:E':::R:::;!N:::G::, :::D::E::PA::::R:::::T::::M:::E:::::NT:::==~=}(:::::(:::;7 -----------------. .-----------------. ~---1--+----------------t--+--,f----t----t GRADING PLANS FOR: prepared by .,1~ed one engineering Inc 1295 distribution way vista, ca 92061 p'lone 760.410.1665 fa(simile 760.509.0078 rna\l(!!red1engineering.com PREPARfD FOR THE EXCLUSIVE USE OF VISTA, CA 92081 _ ,;\ 12950!SrRl8UTIONWAY r"-·· ·; , ~~ ~ii ~g; ~g~~ ~~t-~·~ Ji: --- GIGGRID RETAINING VIALL SYSTEMS, INC DA TE INITIAL ENGINEER OF WORK REVISON DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL Cl TY APPROVAL LEGOLAND HOTEL ANCHOR RETAINING WALL PLANS TYPICAL WALL SECTION AND DETAILScoP 96~16C APPROVED: ENGINEERING OWN BY: --,-6?- CHKD BY:¥(;,L- RVWO BY: PROJECT NO. DRAWING NO. SOP 96-14C 472-3A .... a, 0 .., ... -.i □ JJ ~ z (jJ z C s: OJ m JJ □ JJ ~ z (jJ z C s: OJ m JJ Cl JJ ~ z (jJ z C s: OJ m JJ □ JJ CJ ~ == -G') z :,. (jJ -.i z 11:1 C • (,) s: :to OJ m JJ ' ··~ ' ·•----~-' \ -(i) EX TREE I ---...._~~. I -- EX TREE ;,,,,', ,, . ' I ' f :-::-s--.-•cc;·_·;~!,i:5%'•, --·•:;,r-' "-'-{S ,,----._ ,o \4':J·· .- _,-" , ,\A'J / 149,98 Fii ----- -- .-(148) ----v ~ --...... ---------- --~ ,-~----. .___,,...ANDICAP PARKING AND I\.CCESS AREA (FROM SHEET 3) ____,."~L-----1___/( __ ...----,-~ 11D'ESS10~ ,, IN , '<"~ <../ No. C59Q64 p 6 Hofman Planning & Engineering E~~t~ue www.hormanplannlng.com ,J_ I I I ( C NOTF: 1. SEE CURB DA TA ON SHEET 3 2. SEE CONSTUCTIO~I NOTES ON SHEET 3 5 c· SCALE 1" ; Ji '--1~,1::;pr·c·r u1~ t-------,,----t--------------------t--r--~--,--, j 111E7.:c:r j CITY OF CARLSBAD :i(H1~!·,,s EN~INEERING DEPART~ENT lfj ~=',.'::::::========-=-=·=====-=~~ GEAD!NG PLAN:J I'OR LEGOLAND HOTEL PRf=JTT CPA.DING r::H~ HC PAf~K]\G .ASD A:.:2-=.:ss ,1\Cd=.:P ,:IJP 96 1 iiC ADDED SHT 17 TO SHOW REVISED HC PARKING CURBS RAMPS, STAIRS RETAINING WALLS AND NEW PAV:MENT GRADES DJ·.TE 11\IIT /\L INiTlf'.'_ CNGINF.r:::R C:I' WORf\ OTHU? APPROVAL SDP 96-14C 472-3A N U' Q_ ' '...:.l ! / (_); Z: \ I