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Home My WebLink AboutDWG 468-3A; SDP 05-14; HILTON CARLSBAD BEACH RESORT; 01-16r------------------------------------------------------------------------------------------------------·"""''"-----------------··--------------------·-----. I I GRADING NOTES (IN ADDI/JON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARD/NI' GRAD, vG SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOE. NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COO[, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PEPTA/N TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE ')-!ALL REI ,E THESE PLANS '111-'EN NON-CONFORMANCE IS 0/SCOVER[O. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSmUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THii CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT VF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL IN: UREO ON THE PERM/TTE['S POLICY IN THE MINIMUM AMOUNT OF $1. ooo,noo 00 FOR EACH OCCURA "NCE OF LIABILITY. THE INSURANCE COMPANY WR(VNG THE POLICY MUST hAVF A RA TING OF "A-" OR BETTER ANO A..517. CATEGORY or CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/0£. UNLESS EXEMPTED t1Y SF! T/ON 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE. OF PUBLIC RIGHT or WA y REQUIRE SEPARATE PE~.~ITS FROM THE BUILDING DEPARTMENT. 6. NO WOR.'< SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED fROM THE CITY ANO OT/iER APPROPRIATE AC :::NC/ES. 7. APPROVAi OF THE'.,E PLANc' BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR ;RAO/NG TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID 8PAD/NG PERMIT HAS BEEN ISSUED. 8. NO R[VISIONS i'.'LL 8E MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF Thi: Cfif ENGINEER, NOTED WITHIN Ti!E REVISION BLOCK, 01· THE APPROPR/A TE SHEii;T 0[ THE PLANS Ml) TITLE SHEET. 9. OR!G/NPL DRAWIN.;S SHALL B[COM" lnE PROPERTY 0[ THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE 01?/G/NAL ORA WING SHALL BC REVIS[O TO R£[LECT AS-BUILT CONDITIONS BY THE [NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE 0[ TH[ WORK BY Tl-!E CITY. 11. ACCESS FOR FIRE ANO OTl-!ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TH[ PROJECT SITE AT ALL TIM[S DURING CONSTRUCTION, W!-/ER£ m£NCHES ARE WITl-!IN CITY EASEMENTS, A 5'C'I_S REPORT COMPRISED OF: (A) SUMMARY SHE[T, (B) LABORJ FWY WORK SHEETS ANO (C) C:JMPAC710N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGIN[[R OF ,HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl-!E F/[LO OF APPL1EO SOILS MECHANICS. TT'" SOILS REPORT WILL BE SUBMITTED TO Tl-!£ CITY ENGINEERING INS,-,[CTOP WITl-!IN TWO WORKING DAYS OF Tf-!E COMPL[TION OF [/ELD T:CSTS. l. ~ :JO/LS COMPACTION R[PORT ANO COMPLIANCE C£RmCA TIO/I REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRFJ PR/01 I TO Tl-!£ ISSUANCE OF A BUILDING PERMIT. ALL CONmOLL[O GRADING Sf.r,LL BE DONE UNDER T/!E OBSERVATION 0[ A PRO[ESSIONAL ENGINEER 0 Tl-!E STA TE OF CALl[ORNIA PR/NC/PALLY DOING BUSINESS IN Tl-!E FIELD OF APPLIED SC/LS MECHANICS ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WIT/-! Tl-!£ CITY 0[ CARLSBAD STANDARD SPECIF/CA TIO/IS AND THE " [ARTI/WORK SPECIF/CATIONS " A TTACHEO TO Tl-!£ PRE.IM/NARY SOILS INVESJJGA TION. DAILY FIELD COMPACT'()N Rf'PO~TS WILL BE SUBMITTED TO T!!E PROJECT INSPECTOR. 14. A PRE_CQ/o/SmUCTION MEETING SHALL BE f-lELD AT Tl-!E SITE PRIOR TO Tl-!E BEG/Ntyf/J6r OF WORK AND SHALL BE A TTel{)£D BY ALL REPRESENTATIVES RESPONSIBLE 1coR CONSmUCTION, /NSPEC:T/0'1, SUPERVISION, TESTlf!.G .. tVJQ ALL OTl-!ER ASPECTS O[ THE WORK, THE CONTRACTOR SHALL SCHf:CULE rHl MEt.TING- BY CALLING Tl-!£ /NSP[CTION LIN£ AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSmUCTION. APPROVED ORAl41NGS MUST 8£ AVAILABLE PRIOR TiJ SCHEDUL!NG. 15. ALL INSPECTION REQUESTS OTHER Tl-!AN [OR PR£CONSmUCTION M££TING WILL 8[_1',ADE BY CA LING Tl-!E ENGINF[R/f/G 24-HOUR INSPECTION RFQUEST LINE AT (;'.60) 438-3891 .. .INSPECTION REQUESTS M//ST BE RECE/VFD PRIOR TO 2: 00 P.M. !lfi.Jl1E 0,s;' BEFOR[ TH[ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTl-!5RWISE. REQUESTS MAD£ AFTell. 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OW/JEii AND/OR APPLICANT THROUGH Tl-!£ DEVELOPER ANO/OR CONmACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SA[ETY DEVICES, /NCLIIDING SHORING, AND SHALL BE SOLELY RESPONSIBLE [OR CON[ORM/NG TO ALL LOCAL, STATE ANO [EOERAL SAFETY AND HEALTl-i STANDARDS, LAWS AND REGULATIONS. I 7. Tl-!E CONTF.ACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO Tl-!£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, 9RACING SLOPE OR OTl-![R PROVISIONS TO BE MADE. OF WORKER PROTECTION FROM Tl-!£ HAZARD OF CAVINS GROU/1() DURING Tl-!E [XCAVA TION Or SUCH mENCH OR mENCH[S OR DURING $ PIPE INSTALLATION THEREIN. Tl-!IS PLAN MUST RE PREPARED FOR ALL TR£NCH£S /'IV!: rEET (5') OR t,'OR[ IN DEPT/-! ANO APPROVED BY THE cnr ENGINEER AND/OR CCNCERN[[; AGENCY PRIOR TO [XCAVA TION. IF Tl-![ PLAN VAR/f,S ffiOM 7HE 5//0R!N/;i >'{STEM STANDARDS [SJ!,BLISHED BY Tl-if {;ONsmucnoN S.AF[rf_QJ/l)fRS 11[LE B CALl[ORNIA APM1>11!/RATIVE CODE THE PLAN SHALL BE PREPARED BY A R~TERW &IS/NEER AT THE. CONmACTORS EXF~ A COPY (JF ;:II£: 05f/A E¾CAVA TION PERMIT MUST BE SUBMITTED TO Tf-'t /NSP/:CTOR. PRIOR 1l) fiXCA YA TION. 1R. NO BLAST/Iv(¾ SH6.LL 8£ PSRFORMED UNTIL A 'IAL/0 BLASTING PERMIT HAS BEEN OBTAINED FROM TH£ CIT'( OF CARLSBAD. SUlll\1/T APPL/CATION [0~ BLASTING PERMIT WE:LL IN ADVANCE 0[ Tl-!E SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHALOLOGICAL RESOURCES ARE DISCOVFRED 141Tl-!IN ANY WORK ZONE DVRIM'{ CfJNSTPUCTION OPERA TIQNS __ WILL CEASE)MMEOIA TEL Y. ANO THE P[RM!rTEE. WILL NOTIFY 1HE CITY ENGIN£Ei!. OPERATIONS WILL NOT RESTART UNTIL T//E P£RMITTEE HAS RECEIVED WRITTEN AUTl-!OR/TY FROM THE CJ(( [NG/NEER TO 00 SO. 20. ALL 0/>cRA TIONS CONDUCT":0 ON Tl-!E SITE OR ADJACENT Tl-!ERETO, INCLUDING WARM/Ai& UP, REPAIR, ARR/VAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTl-!ER ASSOC/A TED fiRAD/Ne EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNS[T EACH DAY. MONDAY Tl-!RU FRIDAY AND NO EARTHMOViNG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY HOLIOA YS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENr COUNTE/1.) 21. ALL OFF-SI~ HAUL ROUTES SHA/ L B£ SUBMITTED BY Tl-!E CONmACTOR TO TH[ CITY £JIG/NEER [OR APPROVAL TWO FULL WORKING DA 'S PRIOR TO BEGINNING OF WORK. 2? IMPORT MA TE~AL SHALL 8£ OBTAINED FROM, ANO WASTE MATERIAL SHALL BE D[POS/TEO AT, A SITE APPROVED BY Tl-![ CIT)" 9/GINEER. Tl-!E CONmACTOR SHALL BEi Rt.SPONSIBLE FOR ANY DEBRIS OR /1.AMAGE OCCURRING ALONG THE HAUL R~~1E OR AlJJACENT STREETS AS A R,SULT 0[ TH[ GRADING OPERATION. ·-'· BRUSH S'/-14LL !'Ji .°"MOVED ONLY WITl-!IN TJ-IE: AREA TO BE GRADED. NO mEES ARE TO BE REMOVED UNLESS SP[C/FICALLY NOTED ON THE PLAN. 24. ALL AREA> SHALL Bt: GRAf)EJI TO DRAIN. GRADING ~£SUL TING IN Tl-!E PONDING OF WA TF.R, 15 NOT P[RMITTEO. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A Ml#/MUM ONE PERCENT SLOP£. 25. THE:5£ PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION COWTRDL PLAMS EROSION C.ONTR.OL SHALL BE AS SHOW1V AND AS APPROVFO 8 Y THE 0/r'( £~NW OR As 011/ECTEO BY THE PROJECT INSl'[GTOR. 26. ALL SLOPES SHALL BE TR1MM£0 TO A FINISH GRADE TO PRODL'':E A UNIFORM SURF AC.r AND CROSS SEcnoN. Tl-![ SITE SHALL B[ LEFT IN A NEAT ANO ORDERLY CONDITION, ALL STONES, ROOTS (JR OTl-!ER DEE,R/S SHALL BE R[Mt!YEV ANO 0/SPOSFIJ OF AT A SITE APPROVED OF BY Tl-!£ CITY £NGIN££R. 27. ALL SLOP[S SHALL BE IRRIGATED, STABILIZED, PLANTED AND/"~ HYOROSEEOEO WITl-!IN TEN (ID) DAYS OF Tl-!E TIM[ Wf-!EN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON Tl-!E APPROVED GRADING PLANS, 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY Tl-!E CITY 0[ CARLSBAD LANDSCAPE MANUAL, Tl-!E LANDSCAPING PLANS FOR THIS PROJECT, ORA WING NO. 468-3L, ANO/OR AS DIRECTED Bi" 'HE CITY ENGINEER OR PLANNING DIRECTOR. 29. Tl-!E OWNER/APPLICANT SHALL INSURE Tl-!AT ALL CONmACTORS SHALL COORDINA T£ Tl-!E WORK OF Tl-!ESE GRADING PLANS WIT/-! Tl-!A T SHOWN ON BOT/-! THE LANDSCAPE ANO /RR/GA TION PLANS ANO Tl-!E IMPROVEMENT PLANS AS REQUIRED FOR Tl-!/S WORK IN ACCORDANCE WIT/-! Tl-!E LANDSCAPE MANUAL TIME REQUIR£M£NTS. 30. Wf-i[RE AN EXISTING Pf PE LINE IS TO 8£ ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND R[PLAC[D WIT/-! PROP[RL Y COMPACTED SOILS. IN OTl-!ER AREAS Tl-!E PIP£ WILL BE PLUGGED Wf,TI-! CONCRETE OR REMOVED AS APPROVED RY Tl-!E CITY ENGINEER. 31. THt. CONmACTOR SHALL VERIFY Tf-!E LOCATION 0[ ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITl-!IN TH£ PROJECT SITE SUFFIC/£NTLY AHEAD 0[ Tl-!E CONSmUCTION TO PERMIT Tl-!E REVISIONS OF Tl-!£ CONSmUCTION PLANS /[ IT IS [OUNO Tl-!A T THE ACTUAL LOCATIONS ARE IN CONFLICT WIT/-! Tl-!E PROPOS[O WORK. 32. Tl-!E CONTRACTOR SHALL NOTl[Y AFrECTEO UTILITY COMPANIES (SEE B[LOW) AT LEAST TWO [ULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FAC/L/Tl[S ANO SHALL COORDINATE WORK WIT/-! A COMPANY REPRESENTATIVE. UNDERGOU/10 SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 PACIFIC BELL (800) 892-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS . (760) 806-4133 CITY 0[ CARLSBAD (Sm[ETS & STORM DRAIN) (760) 434-2980 CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 LEUCADIA WASTEWATER DISTRICT I/ORT/-! COUNTY mANSIT 01sm1cT (NCW) (760) 753-0l55 (760) 967-Zfitt 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONffiOLLEIJ GRADING -Tl-!E APPLICANT HIR[S A CIVIL ENGINEER, SOILS [NG/NEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONmOL Tl-!E WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL cootc: B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -Tl-!E FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENG/NEEF' VIA Tl-!E PROJECT INSPECTOR 15.16.120 A.10 CARLSBAD MUNICIPAL COL" (1) FINAL REPORT BY SUPERVISING GRADING ENG/N££H STATING ALL GRADING IS COMPLETE. ALL EROSION CONmOL, SLOP[ PLANTING AND /RR/GA TION ARE INSTALLED IN CON[ORMANCE WIT/-! CITY CODE ANO Tl-!£ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY £NGINE£1<,."'G 0£PAR7M£NT). (2) AS-BU/LT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, Wf-i/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF Tl-!E SOIL, AND SUWMRJES OF FIELD ANO LABORATORY TESTS. Tl-!E REPORT 5f-/ALL ALSO INCLIJl>E A STATEMENT BY TH£ SOILS ENGINEER THAT THE GRADING WAS CONE IN ACCORDANCE WITH Tl-!E REQUIREM£NTS AND RECOMMENOA TIONS OUTLINED IN Tl-!E PRELIMINARY SOILS RtPORT ANO ANY SUPPLEMENTS Tl-!ERETO. (4) REPORT WIT/-! AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TflE CITY. 34, UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITl-!/N ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, Tl-!ESE PLANS MAY BE REQUIRED TO BE Pf;SUBMITTED FOR PLANCH[CK. PI.ANCH[CK FEES WILL BE REQUIRED FOR ANY SUCH REChECK. 35. Tl-!E SOILS REPORT TITLED GEOTE,CNNICAL INVESTIGATION. HILTON CARLSBAD OCEAN[RONT RESORT ANO SPA PREPARED BY GEOTECHNICS INC. DA TED APRIL 24, 2009 AND AMENDED MAY 10, 2010 SHALL BE CONSIOER£0 AS PA.qr OF Tl-!/S GRADING PLAN. ALL GRAOING SHALL BE DONE IN ACCORDANCE WITH Tl-!£ R£COMMENOA TIONS AND SPECIFl<:ATIONS CONTAINED IN SAID SOILS REPORT. i'OILS ::NGINEER'S CERTIFI 'ATE I, _Li_i[,_"i"f)-jf'yJ~ 1 A REG/STFq[O (CIVIL/ GEO TECHNICAL) £NG/N££R 0[ Tl-!E ST/ TE OF CALl[ORNIA, PRINC/PAcL Y DOING BUSINESS IN Tl-!E FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY Tl-!A { A SAMPLING ANO STUDY OF Tl-!E SOIL CONDITIONS PR£VALEN1 WITHIN Tl-!/S SITE WAS MADE BY M£ OR UNDER MY DIRECTION BETWEEN Tf-!E DA TES OF APRIL 1, .. '009 AND APRIL 24, 2009. TWO COPIES OF Tl-:[ SOILS REPORT COMPILED [ROM THIS STUDY. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE C F/CE OF Tl-!E CITY ENGINEER. SIGNED:_2'J1 ~ '-1-r-· G.E./P.E. NO.: ?72,1.{f::, DATE: ___ ~l~2_-~Z_3~--l~D ______ _ LICENSE EXP/RATION DA TE: _..!Z__::3'..LI -~1 { __ _ "DECLARATION OF RESPONSIBLE 1..,HARGE" I HEREBY DECLARE Tl-!A T I AM Tl-!E ENGINEER OF WORK FOR THIS PROJECT, Tl-!AT I H• IF £X£,qC/S[D RESPONSIBLE CHARGE OVER Tl-!£ DESIGN 0[ Tl-!E PROJECT AS DEFI-YEO IN SECTION 6703 OF Tl-!£ BUSINESS ANO PR0[£SSIONS CODE, AND Tf-!AT Thi:. DESIGN IS CONSISTENT WIT/-! CURRENT STANDARDS. I UNDERSTAND THAT Tl-!£ CHECK OF PROJECT DRAWINGS AND SP[C/FICATIONS BY Tl-!£ CITY OF CARLSBAD DOES NOT RELIEVE MF. AS ENGINEER 0[ WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ADDRESS: CITY, ST.: TELEPHONE: HOFMAN PLANNING & ENG/NEERING 31:"'. L/ONSHEAD A\.£ ~LSBAO, CALIFORNIA 76 692-4100 EXP/RATION DATE: 06-30-11 OWNER'S CERTIFICATE I (WE) HEREBY CERTl[Y Tl-!A T A REGISTFRED SOILS ENGINEER O'? GEOLOGIST HAS B£EN OR WILL 8£ RETAINED TO SUPERVISE OV[R-ALL Gl?AOINq ACTIVITY AND ADVISE ON Tt/E COi'PACTION ANO STAB/UT'( OF Tl-!IS SITE. EROSION CONTROL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. IN CASE EMERGENCY WORK IS REQUIR[D, CONTACT ____________ .AT (PHONE NUMBER). [QU/PM[Ni AND WORKERS [OR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL i/MES DURING TiiE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVEN/£;/T LOCATIONS TO FACILITATE RAPID CONSmUCTION 0[ TEMPORARY OE\1CES Wf-i[N RAIN I'.: EMINENT. DEVICE:, SHOWN ON PLANS SHALL NOT 8£ MOVED OR MOO/Flf:, WITl-!OUT TH£ APPRO\',L OF Tl-!E £NG/NEERING INSPECTOR. Tl-!E CONmACTOR SHALL R[STOR[ ALL EROSION CONmOL ,., VICES TO WORKING ORDER TO Tl-![ 3ATISFACTION OF Tl-!E CITY ENGINEER AFTER EACH RUN-•jfF PRODUCING RAINFALL. Tl-![ CONmACTOR SHALL INSTALL ADDITIONAL EROSION CONmOL MEASURES AS MA y BE R[Ql'IR[O BY Tl-!E CITY [NGINE[R DUE TO UNCOMPLETED GRADING OP[RA TIONS OR UNFORESEEN C/RCJMSTANCES Wf-i/CH MAY ARIS£. Tl-![ CONmACTOR SHALL B[ RESPONSIBLE AND SHALL TAKE NcC[SSARY PRECAUTIONS TO PREVENT PUBLIC mESPASS ONTO AREAS Wf-!ERE IM/-'OUNOED WATERS CREA TE A HAZARDOUS CONDITION. ALL £ROS/ON CONTROL M£ASUR£S PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY Fk' 'HE FACE OF SLOPE AT Tl-!E CONCLUSION OF EACH WORKING DAY. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL pr " ACE AT Tl-!E ENO 0[ EACH WORKING DAY Wf-!EN Tl-!E FIVE (5) DAY RAIN PROBABILITY FORErAST EXCEEDS FORTY PERCENT (40%), SILT AND OTHER OEBR1S SHALL BE REMOVED AFTER Ei :H RAINF11LL. ALL GRAVEL BAGS SHALL B[ BURLAP TYP[ WIT/-! 3/4 INCH MINIMUM AGGREGRA TE. SHOULD GERM/NATION 0[ HYOROS££0£0 SLOP[S FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRAOEll SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, Tl-!E SLOPES SHALL BE STABILIZED BY PUNCH smAW INSTALLED IN ACCORDANCE WIT/-! S[CTION 35.023 0[ Tl-!E £ROS/ON AND SEDIMENT CONmOL HANDBOOK 0[ Tl-!E DEPARTMENT OF CONS[RVA TION, STA TE 0[ CALl[ORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF Tl-!E STANDARD SPECIF/CATIONS ANO /He tOLLOWING: A. C. D. E. HYOROS[EDING SHALL BE APPLIED TO: 1. ALL SLOPES Tl-!AT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WH£N Tl-!EY 1;RE: a. THRE[ FEET OR MOR[ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STR[fT. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 Wf-!EN ANY OF Tl-!E FOLLOl41NG CONDITIONS EXIST: a. NOT SCH£DUL[C FOR IMPROVEMENTS (CONSmUCTION OR G[NEPAL LANDSCAPING) WITl-!/N 60 DAYS 0[ ROUGH GRADiNG. b. IDENTIFIED BY Tl-!E PARKS AND R[CREA TION DIRECTOR AS HIGH! ·' VISIBLE TO Tl-!E PUBLIC. c. HA VE ANY SPECIAL CONOITl'lN /O[NTIFIED BY Tl-!E CITY ENGINEER Tl-!A T WARRANTS /MM£DIA T£ mEA TM£NT. HYOROS££D£D AREAS SHALL BE IRRIGATED IN ACCORDANCE WIT/-! Tl-!E FOLLOWING CRITERIA: 1. ALL SLOFES Tl-!AT ARE GRADED 6: i OR STEEPER ANO Tl-!AT AR£: a. Tl-!REE TJ EIGHT FEET IN HEIGHT SHALL B[ /RR/GA TED BY HAND WATERING [ROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PREC/PITA .ON SPPi' :R HEADS PROVIDING 700% COVERAGE. b. GREATER Tl-!AN 8 FEET IN HEIGHT S/1ALL BE WATERED BY A CONVENTIONAL SYSTF I OF LOW PR[C/PITATION SPRINKLER /IEAJ>S PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHAU BE /RR/GA TED AS APPROVED BY Tl-!E CITY ENGINEER, PRIOR TO HYOROSEEDING. TH[ DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TIO/I TO THE CITY ENGINEER. Tl-!E PROPOSAL SHALL BE SPECIFIC REGARDING Tl-!E NUMBERS, TYPES ANO COSTS OF THE ELEMENTS 0[ THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN Tl-!E MOISTURE LEVEL 0[ Tl-!E SOIL AT Tl-!E OPTIMUM LEVEL FOR THE GROWTH OF Tl-!E HYOROSEEDED GROWTH. HYOROS[EO/NG MIX SHALL CONSIST 0[ ALL OF Tl-!E FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE 0[ ROSE CLOVER b. O" 1bs. PE!? ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAL/[ORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. 3 lbs. P£R ACRE OF AL YSSU/,\ (CARPET OF' SNOW) f. 1/2 lb. PER ACRE OF DIMDR,f>HOL£CA g. ITEMS c,d,e, AND f OF THIS SUBSCCTION MAY BE OM/TT£0 ON LOCATIONS WHERE Tf-!E AREA BEING HYDROSEWED IS NOT VISIBLE [ROM E/TH[R A PUBLIC sm£ET OR Rl:SIPBITIAL STRUOTIJRE.S h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NIT'IOGEN FIXING BACTERIA AND APPL/£0 ORY EITl-!ER BY DRILLING OR BROADCASTING BEFORE HYDROSE[OIN(;. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 7HE JOBS/TE IN UNOPE:,ED CO/'/TAINERS ~!TH Tl-!£ CALl[ORNIA DEPARTMENT OF FOOD AND Al,JI/CULTUR[ C[RTl[/CA TIO/I TAG- ATTACHED TO, OR PRINTED ON SAID COl/rAII-IERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY 8£ ADDED TO Tl-!E HYDROSEEO SLURRY AT Tl-!E DISCRETION 0[ THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS Tl-!AN 2000 lbs PER ACRE. TYPE 6 MULCH (SmAW) MAY BE SUBSTITUTED, AU OR PART, FOR HYDRA UL/CALLY APPLIED FIBER MATERIAL. Wf-!EN STRAW IS USt.O IT MUST BE ANCHORED TO Tl-!E SLOP£ BY MECHANICALLY PUNCHING NO LESS Tl-!AN 50% OF Tl-!F smAW INTO Tl-![ SOIL. 3. FERTILIZER CONSISTING OF AI/WPNIUM PHOSPHATE SULFA TE, la-2C>-0, WIT/-! 15% SULPHUR APPLIED AT Tl-!E RA TE O[ 500 lbs. PER ACRI: AREAS TO BE HYOROSEEDED SHALL BE PREPARED PR/OR TO HYOROSl;£D11JG BY' ROUGHENING Tl-!£ SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF ct TRACI< WALKING SLOPES STEEPER Tf!&.N 6: 1 .b. HARROW/NI,' AREAS 6: 1 OR FLATTER THAT ARE S IJFFICIENTL Y ffi/ABLE. c. RIPPING N?EAS THAT WILL NOT BREAK UP uSING ITEMS a OR b ABOVE. 2. CONDITION/NG TH£ SOILS SO Tl-!A T IT IS SUITA8l £ FOR PLANTING BY: a. ADJUSTING THE SURFAC[ SOIL M01STURE TO PF<OV/0£ A DAMP BUT NOT SATURATED SEED BED. b. Tl-![ ADDI noN OF SOIL AM'NDME:NTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROV/OED VIABLE CONDI rtONS FOR. orROWTH. HWROSEEDEO Aq[AS SHALL 8£ MAINTAINED 71J PROV/PE: A \IIGOkOUS GROWfl' /JNTIL THE PROJECT IS P[RMANENTL Y LANDSCAPED OR, OR AREA, W-!£RE HYPROSE£0/NG IS THE f>l:RMAA/elJT LANDSCAPING, UNnL THE PROJt.c TIS COMPLEJED ANO ALL BONDS RE/£ASEO. BASIS OF BEARINGS Tl-!E BASIS ~ /,F.AR/NGS FOR THIS SURVEY IS Tl-!E CALIFORNIA COORDINATE SYS]Rllj NAO 83, ZON£ 6, GRID SEi',f</Nl';r BETWEEN STATION OC 147 1968 ANO STATION CLSB 134 (EPOCH 1991.35) (BOTH HA\IING A CAL/FOFN1A COOROINA TE VALUE OF FIRST ORDER ACCURACY OR 6Eif'ER.) AS SAID STATIONS AR£ Sr10WN ON RECORD OF SURVEY 17271, I.E. NORTH 41'38'11" EAST. QUOTED B£ARINCS F',WM RE[ERENCE MAPS OR DEEDS MAY 0~ MAY NOT BE IN IT.RMS OF SA/0 S'fSTl:M. THE COMBINED SCALE FACTOR AT STA170N OC 147 · J68 IS 0.999965800, GRID 0/STANCE=GROUND DISTANCE X COMBINED SCALF . ACTOR. ALL DISTANCES NOT SO NOTED AS "GRID" AR£ SHOWN HEPf:ON AS GROUND DISTANCF:S. I CITY Of' OCEANSIDE CITY OF ENCINITAS VICINITY MAP SOURCE OF TOPOGRAPHY HOT TO SCALE CITY OF VISTA BY AERIAL PHOTOGRAM£mY PER MORENO AERIAL PHOTO SURVEY DA TED NOV. 02 2004 ADDITIONAL UNO SURVEY BY PARTNERS Pl ANNING AND ENGINEERING. ADDITIONAL TOPOGRAPHY SHOWN ON Tl-!ESE PLANS WAS GENERA TED 1/ROUGH SURVEY SHOTS GA Tl-!ER£0 SEPT 15-19, 2009 BY EYERMAN LAND SURVEYING INC. TOPOGRAPHY SHOW/,' HEREON CONFORMS TO NATIONAL MAP ACCURACY sms. BENCH MARK DESC1'/PTION: /'OINT N0 .. ~33, OC 147 1968 -FOUND SAN DIEGO COUNTY. ,P/51( II NQRHEAST CORNER OF Tl-!E NORTBOUNO COAST t/lGHWAY 101 BRIDGE; OVER PONTO CREEK. 0.1 Mc NORTH 0[ $QJlllj_/NSTERS£CTTON 0[ AVENIOA ENCINAS. N 197/1394.115 ELEVATION: f 623565.13.(', SQ,56 M.S.L. REFERENCE DRAWINGS DA Tl.", '· N.G. V.D, 29 SEE DRAWING NO. 337-9 & 366-7 FOR STORM DRAIN IMPROVEMENTS. SEE DRAWING NO. 380-5 FOR IMPROVEMENTS TO PONTO ROAD. SEE DRAWING NO 380-5A FOR MASS GRADING OF NORTHERN PAD AREA. SEE DRAWIN6 NO. 383-3 FOR IMPROVEMENTS TO CARLSBAD BLVD. PROJECT LOCATIOl'J: Tl-!/S PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 214-160-10 11 13 19, 20 21 24 29 & 214 59J 04 THIS PROJECT ADDRESS IS AT THE /NTERS£CVON Or CARL,,'if:MD BL VD. AND PONTO DRIVE. !:ARLSBAD CALl[ORNIA LEGAL DESCRIPTION.: A PORTION OF THE SOUTH TWO-THIRD OF LOT 4 (SE¼ OF SE¼ ) OF SECTION 29, TOWNSHIP 72 SOUnl, RANGE 4 WEST, SAN BERNARDIN(' MERIDIAN; AND PARCEL A OF PARCEL MAP NO. 4383 FILED IN TH[ QIT/CE 0[ 7HE: COUNTY RECORDER OF SAN DIEGO, JANUARY 14, 1916; AND PARCEL 2 OF PARCEL MAP NO. 18332 F11.ED IN THE OFF'!CE OF Tl-!E COUNTY RECORDER OF SAN DIEGO. AUG ,;;,T 27, 1999; ALL, IN THE OTY JF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CAL/[ORN/A. • [S = FINISHED SUR[ACE ELEVATION (HARDSCAPE} WORK TO BE DONE Tl-!E IMPROVEMENT WORK SHALL BE PER[ORMEO IN ACCORDANCE WITH Tl-!E ,OLLOWING OOCUMEMTS, CURRENT AT Tl-!E TIME OF CONSTRU' '.'C'!, AS DIRECTED BY Tl-!£ CITY ENGINEER. 1. ;:,,,,cSBAD MUNICIPAL CODE. 2. CITY 0[ CARLSBAD ENG/NEER1~G STANDARDS. 3. Tl-!/S SET OF PLANS. 4. PLANNING COMM/55/0NR[SOLUTION NO. 6556 & 6558 DA TED MAY 6 2009. HOUSING ANO REOEVELOPM[/1-COMMIS/ON RESOLUTION NO. 474 DA TED JULY 21 .200:l. 5. THE STANDARD SPECIF/CA Tll , FOR PUBLIC WORKS CONSmUCTION :G,qEEN BC'OKJ. 6. SOILS REPORT ANO RECOMM. !DA TIONS BY GEOTECHNICS INC. DA TEO t\PRIL 24 2011.2. Al'JIENDED MAY 21, 2010 A J OCTOBER 6 2010 (BY GROUP DELTA CONSULTANTS) 7. THE SAN DIEGO R[G/01/AL STANDARD ORA WINGS ANO AS MAY BE MOO/Fl[O BY Tl-!£ CITY 0[ CARLSBAD STANDARDS.· 8. CALIFORNIA COASTAL COMMISSION J)EVELOPM[NT PERMIT CONDITIONS DATED NIA, 9. ENVIRONM[NTAL APPROVAL DOCUMENTS (EIR 05-05) DA TED DECEMB[R 4, ?007 RESOLUTION NO 2007-303. 10. :,TORM WATER POLLUTION PREVENTION PLAN . REPARED /3'rl/OFMAN PLANNING & ENG/MlJ-'ING DA TED DECEMBER ID, 2010 WD/0 NO. 9 37C360039-SW 10-63, 11. STORM WATER MANAGEMENT PLAN PREPARED BY HOFMAN PLANNING & ENG/N[ERING DA TED O[CEMBER ID, 2010. SWMP NO. 10-09. 12. CALIFORNIA STORM W1 TER QUALITY ASSOC/A TIO/I BMP CONSmUCTION HANDBOOK ANU CAL mANS CONSmUCTION SITE BMP MANUAL. DESCRIPTION 6' CU/i" 6 • CUR,J & GUTTER 6' ROLLED CURB o• HIGH, 6' 141DE CURB mANSITION TO o· CURB 4 • PCC SIDEWALK. E' PCC Pl/MT. 18" HOPE STORM DRAIN {PVT.} 12' HOPE STORM DRAIN (PVT.) TYPE 'El' CURB INLET 8/0R[TENTION FACILITY UNDf0 EVENT L.< WN mENCH DRAIN FLOW Tl-!ROUGH PLANTER HOPE INLET RISER 8/0RETENTION FACILITY LEGEND DWG.NO, RSD G-1 RSD G-2 RSD G-4, TYPE 'A' RSD G-,7 RSD G-18 RSD 0-60 RSD 0-bO RSD D-2•• DETAIL 1, SHEET 11 DETAIL 7, SHEET 11 DETAIL 9, SHEET 11 DETAIL 10, SHEET 1 T DETAIL 15, SHEET 11 RETAINING WALL, r~c:;,~.✓ ~~& FIRE ACCESS PA 'd VEGETA TEO 81.JSWALE PROJECT BOUNDARY EXIST./PROP. FASEMENT HOTEL BUILDING OR PARKING <;FCTION LINE. SEE SHEET 2 SEE owe 468-3 SEE DWG 468--3 TRUCTTIRE SYMBr...., QUAN'l'ITY ----'-'===-=- ====·- [ ---------------- D=-= r~~-~~ ..... ~ .... _J == ==:::I~::;c::= ~ =- ~~,X,D~'r'Z~''i~:).):'.1~0\,. ~ff~±;:::,Y-r~cet;~ -----·-- ---6Q--... - " T,055 LF 897 LF 25 LF 5 LF 45 LF 20,'J91 SF 1.9640 SF 197 LF 5'38 LF 1 fA 3,2J1 $,/' 2 EA 427 .SF "? t'A 6,162 5) C1,4o7 )S~ e_, ,_.,_.u LJ.:. EXISTING B~f';'J!!f:_ ~. ~ ~-~ , '"'"'~,,...,~ '-v--r"--..-...,.., ~ALL. PER LAJ/05CN'f Pl/WS fXCfPT w,\l.t A' R 1 1 1 1 1 t lJ.I '-~:> j SEA1 W,lll...,r'-'~ PER. l.Al'IIJSCN'f f/.1,NS ::;::;::::.,:_:;_,.:.;-F &, \.. ..__)~ ~~~ EXISTING CONTOUR -r -(5 ;)--- EXISTING STORM DRAIN *SPOT ELEV. [''RECTI0/1 OF DRAINAGE W/% SLOPE T)'PE 'A' !ffAOWl./.1. " AS MODIFIED BY CITY STDS. f'?5D O· JO REQUIRED 'l'l,EATMENT CONTROL BMP TABLE 2s2.J6 rs 50% • ==ll 11;A I FG = FINISHED GRADE ELEVATION (PLANTING OR TURF} FL = FLOWL/NE ELEVATION (DRAINAGE COURSE) RIM = RIM ELEVATION (STORM DRAIN) TC = TOP OF CURB ELEVA 770N TYPE DESCRIPTION I OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT UINT1-~ANCE-I FP,EQUENCY c-------+--------t------tf--------+----+-- FILTRATION [ILTRATION [AGILITY PVT . UNDEF EVENT LAWN "AS-SUMPTION OF RESPONSII?L'& CHARG:-E" AS OF J',,,,, 1, 2 "12 , I HERE.BY ASSVME RESPDNS!BI.£ Cr/AR.GE. FOR DE:S/f,N CHNJGtE:S To THIS PRAl<?Mi. ' BIO RfTENT/ON FLOW-THROUGH PVT. PL ,TR TEMPORARY VEGETATED PVT. FILTRATION BIO-SWALE BIO RETENTION BIORETENT/011 P\/T - BMP MAINTENANCE AGRE[M[NT BMP MA/NTEN',NCE AGR[EM[NT BMP MAIMTr"'ANCE A r,r;Ti_MuY I 4 5 6 MON THLY MIMJ,1,IJM OR AS N£EDED MONTHLY MINIMUM OR AS NEEDED ···- MONTHLY MINIMUM OR ~5 NEED[D ------+----+-'--- BMP MAINTENANCE 6.7 l FIJ?M: HOFMAN pLANNINft: I,: '/i,VGflNEiS/?f/Jf, [ACIL/Tl[S ) SUSMP PROJECT PRIORITY -~H=IG~H- AGREl:MENT MONTHLY MINIMUM OR AS NEED£=-D--I AVP~ESS: 3152 LJONSHEAV AVE. CJTY, S77fTE: CARLSEAI>, Cl,LIFORNIA TEl£fHOl'i£: (760J 692-4100 IJ'(, );,ct, :xo..:.......o ;--,, HA/XIA! LI , DATE DATE E:\RTHWt !K QUANTITIES CUT: (2'!,000 CY) [ILL 7 1,800 CY 1;,, ·,: 7,800 CY 1~DHofm,1n (J,,:n Planning & Engineering_ ~ II, moro 51/ffTS l:Z. 13J4,l!i, 4~!<•~:---+--+----t'---,---SEi'!IOR llvlL E!,61NEcR PE 4 ! 204 t.XPIRES 3/,r / II 6ATE REMEDIAL: 19.100 CY 3ts26uoost,eed Avenue CG!!s ad, CA q2010 ~£7_1,~0)~(IJ~l-4_100 _______ WMW.hofinacipil,nm)9,COJl'l P/\TE. INITIAl- GtJGclN!tK-OF \NOl<K R!:Vi>ION DE-5.CRIPTION: i.'fVJ"-El) SJ/Q:T Cct:MT, i _. .. ~~::::::::==:~~::;';:=:::::::::::::::;::=::~::::::::::::::=:;;:::::::::::::::===f OAT£ OWN BY: _..tJll_ l'ROJECT NO. DRAWING NO -oT~H_ER_A_P_PiR_N~.,..:~~L-i--~-~-:-A_..P~-1:-~-v-':-1~ ~tg ~~ .TL -SDP 05-14 468..:34 ·-------·---------------------------------------,.----------------------·-----,. 12411 I 051211 062012 N N '° 0 -0 N " N N " N ~ -,, ,. " 0 0 L / u z 0 « Cl". (_') / C u / (. '> ~·; :c / ~ C ~ 0 "' ~ ·o L .. l1. G') "' 0 C .s::,. L -"' .. 0) "' C 0) 00 (Y I L.,J w / )> :,c • I ,, 8" P.C.C. PAVEMENT PER RSD G-18* CROSS GUTTERS·~-------\-PARKING BAY SIDEWALK 6' 8' 20' LOADING LANE/ ACCESSIBLE PARKING 2% PASSENGER .ACCESS SECTION A-A (T.l.=5.0) NOT TO SCALE (SEE SHEET 4} *DECORATIVE CONCRETE FINISH PER LANDSCAPE PLANS PORTE COCHERE 8" P.C.C. PAVEMENT PER RSD G-18* 33' 8' 20' 35' SCREEN WALL HOTEL BLDG. 1% LOADING LANE/ ACCESSIBLE PARKING 2% PASSENGER ACCESS WATER FEA TUR£ PER LANDSCAPE PLANS SECTION B-B (T.I.=5.0) NOT TO SCALE {SEE SHEET 4) *DECORATIVE CONCRETE FINISH PER LANDSCAPE PLANS 8" P.C.C. PAVEMENT PER RSD G-18* CROSS GUTTERS 3: 1 MAX SLOPE PARKING BAY 8" P.C.C. SIDEWALK SIDEWALK 6' LOADING LANE/ ACCESSIBLE PARKING 8' 20' PASSENGER ACCESS SECTION C-C (T.I.=5.0) NOT TO SCALE (SEE SHEET 5) 19' *DECORATIVE CONCRETE FINISH PER LANDSCAPE PLANS R/W 54.6' PONTO DRIVE HOTEL BLDG. 8" P.C.C. PAVEMENT BASEMENT LEVEL PER RSD G-18* 3.5% I CROSS GUTTER TRENCH DRAIN SECTION D-D (T.I.=5.0) NOT TO SCALE (SEE SHEET 5} *DECORATIVE CONCRETE FINISH PER LANDSCAPE PLANS R/W 208' EXIST, CENTERLINE 104' PER ORIG. MAP 104' CONTROL LINE FOR CALCULAllONS '.ARI S 32' VARIES 16' 16' 60.0' -67.3' VARIES VARIES 74' 10 23.5' RIND & OVERLAY EXIST PAVEMENT 2.5' -5" AC OVER 15" AB PAVEMENT VARIES 1.2%-l.J% VARIES 72'-10.7 VARIES 4'-16' 5" AC OVER 15" AB PAVEMENT VARltS R/W VARI S 'NETLON' FIRE--'c./ A CCESS ROAD J SAWCUT \_EXIST. 8" REC. WTR. _,,c-w"'-----3: 1 MAX SLOPE GRADE PER DETAIL SHEET 11 EXIST. 10"WTR. EXIST. 24e1" --+__J SWR. FORCE MAIN EXIST. 14" SWR. FORCE MAIN OROUS GUTTER MEDIAN CUR PER GS-18 CARLSBAD BLVD TYPICAL SECTION NOT TO SCALE {SEE DWG 468-3) TO EXISTING GROUND WIDTH VARIES 2.50' DECORATIVE CONCRETE SLAB llE INTO EXIST. MEDIAN SEE SPECIAL NOTE SHEET 10 FOR A.C PAVEMENT OVER EXISTING P.C.C. PAVEMENT 54.6' HOTEL BLDG. i----------+------1 TRUCK 31. 1' _,-3: 1 MAX SLOPE TURN-AROUND LANE .... 8" P.C.C. PAVEMENT PER RSD G-18* 20' • 2% R/W I 3.5' 1.5' SECTION E-E (T.I.=6.0) NOT TO SCALE (SEE SHEET 5} 4" P.C.C. SIDEWALK PONTO DRIVE 72" S.D. i--- *OECORA TIVE CONCRETE FINISH PER LANDSCAPE PLANS UNDERGROUND PARKING ACCESS 8" P.C.C. PAVEMENT PER RSD G-18* 3: 1 MAX SLOPE A O T, I IN w, 'F' SEE PROFILE SHEET 12 1 AND DETAIL 10 SHEET 16 1% 72" S.D. R/W SECTION F-F (T.I.=5.0) NOT TO SCALE {SEE SHEET 6) *DECORATIVE CONCRETE FINISH PER LANDSCAPE PLANS 62' R/W i-----------~~----------a 31' 9' 22' 5' 4' 17' 4" NON.:. I JI' 10' MEDIAN IMPROVEMENTS 22' g' 17' 4' 5' 4" NON- CONTIGUOUS P.C.C. CONTIGUOUS P.C.C. SIDEWALKcuRB & GUTTER 4" AC OVER 12" cp AB PAVEMENT cp 8" WTR. CURB & SIDEWALK GUTTER 28' 8" kEC. W7R. 7' PONTO DRIVE TYPICAL SECTION NOT TO SCALE (SEE owe 468-3) 9' HOTEL BLDG. 8" P.C.C. PAVEMENT PER RSD G-18* 10' 5.5' 19' PARKING 24' 19' PARKING 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 SERVICE W/CHECK VAL VE ASSY. 4" SEWER LATERAL 18" STORM DRAIN EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT ASSY. EXISTING RECLAIMED WATER DWG. NO. CBD W-2 CBD W-2 CBD W-4 CBD W-4 CBD W-4 CBD W-12 CBD W-22 CBD S-7 SYMBOi ---vi -RW----RW- --o----@ -----o---@) ~ ~ ----~ ---'vi ---s -'vi--! SOUTHERN PROPERTY LINE EXISTING I SCREEN WALL'\_ VARIES 11. 7'-22. 7' 7.5'± INDEX OF SHEETS ARKING TRUCTTJRE SHEET 1: SHEET 2: SHEET 3: SHEET 4-8: SHEET 9: SHEET 10: SHEET 12-13: SHEET 14-15: SHEET 16: -~-45.00 TW 42.00 FF TITLE SHEET, LEGEND, & NOTES SHEET INDEX AND SECTIONS DEMOLITION PLAN PRECISE GRADING PLAN SIGNING AND STRIPING PLAN POOL DETAIL SHEET RETAINING WALL PROFILES RETAINING WALL GENERAL NOTES RETAINING WALL DETAILS ROCK-LINED SWALE PER LANDSCAPE PLANS ,~---t-~.3: 1 MAX SLOPE 4. 0' 'A ""-,__...._.......__......__......._,.,.~~c.-,..........,_.....,.~----'Lh SCALE 1" = 100' 400' SECTION J-J NOT TO SCALE (SEE SHEET 8) PROP. PARKING STRUCTURE EXISTING GUY XISTING POWER POLE EASTER PROPERTY LINE 4" P.C.C. SIDEWALK 35.78' 11.5'± EXIST GRADE SECTION G-G (T.I.-7.0) NOT TO SCALE (SEE SHEET 6) *DECORA 7/VE CONCRETE FINISH PER LANDSCAPE PLANS 8" P.C.C. PAVEMENT PER RSD G-18* 79' 24' 4" P.C.C. SIDEWALK PARKING 10' SOUTHERN PROPERTY 1 • LINE t...--JhC--:;::MIN. J' HIGH RAILING ~oW'cffxrt'tfliG WALL IN PLACE OCK-LINED SWALE PER LANDSCAPE PLANS MASONRY RETAINING WALL 'G' SEE PROFILE SHE I"-13 AND DETAIL 10 SHEET -~EXISTING WALL IS ABOVE I: I INFLUENCE LINE OF 45.00 TW IMITS OF t-,.._,...~ GRADING 1.5'± INSTALL POLE GUY PER , o; SDG&E REQUIREMENTS : > SEAL PENETRATION INT◄ -_._ ,, '·-... ,.· ,_ ... Ji'J/i/§ ·• q;R8P i~ BIORETENTION ,C()FACILITY PER c..c[DETAIL 18, ·:{SHEET 11 PROPOSED JOMIL.'-'-..,_..,...._ _ _......_.,._,._,-.._,......,.._,.~ GEOMEMBRANE SEE PAGE 3 OF SOILS REPORT ADDENDUM DA TED OCT 6, 2010 NORTHERN I PROPERTY LINE (LIMITS OF WORK} SECTION K-K NOT TO SCALE (SEE SHEET 8) APPROX. LOCATION OF EXIST. 12" H.P. GAS LINE CONTRACTOR TO USE EXTREME CAUTION WHEN EXCAVATING IN THIS APEA SECTION H-H (T.I.=7.0) NOT TO SCALE PROPOSED RETAINING WALL PARKING STRUCTURE ACCESS Lr, 8" P,C.C. PAVEMENT 3.5L MASON Y RE '.AINING {SEE SHEET 6} *DECORA 7/VE CONCRETE FINISH PER LANDSCAPE PLANS PONTO DRIVE R/w I 9' 5' 2: 1 MAX SLOPE 18.3' 9.2' ,___ PARKING STRUCTTJRE PER RSD G-18* 'J PER PROFILE SHEET 13 AND DETAILIO SHEET 16fu ==:i=t'il -:;">~l±t-~--MA TCH EXIST GRADE AT PROPERTY LINE ~XIST. CONC. BROW DITCH PER DWG 380-5 SECTION L-L (T.I.=5.0) NOT TO SCALE (SEE SHEET 8) 11 AS BUIL T 11 No .. .;,,;, ~r· D r?3/2,.()l~t3 RCEcs1oti'f EXP. o6/$o/Z,()/> DATE ROCK-LINED SWALE *DECORA 7/VE CONCRETE FINISH PER LANDSCAPE PLANS SECTION l-1 NOT TO SCALE (SEE SHEET 8) Hofman Planning & Engineering 3152 Lionshead Avenue Carlsbad0 CA 92010 (760) 69,-4100 www.hofmanj)lanning.com 1 DATE t--t--+-----------1---1--.f..--1----I I SH~ET I CITY OF CARLSBAD ~, ENGINEERING DEPARTMENT ~ f---t---f-----------------1----l----l---l---1 ~G:;:R::A;D;H:;:!G~P::;L=A::N:::S:::F;::O;::R;::::::::::::::::::::::::::::::::::::::::::::::==:..==::::~~ HILTON CARLSBAD DATE INITIAL ENGINEER OF WO~K REPLACES SHEET ORIGINALLY SIGNED 1-10-11. . MODIFIED SECTIONS RELOCATED FIRE HYDRANT REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL BEACH RESORT SHEET INDEX AND SECTIONS RP 05-11 GLEN K VAN PESKI t:/1<Jn srnI0R CIVIL ENGINEER PE 41204 EXPIRES 3 31 OWN BY: CHKD BY:1b.__..... RVWD BY:...,t:2L_ PROJECT NO. SOP 05-14 13 DATE DRAWING NO. 468-3A 051211 ..,. sc - -0 N '-.._ "' N '-.._ n 0 c,, ~ " N 0 o._ "' I u u / -I u u o._ "' / w "' z <,: I u z 0 c-u 0:: c- (J) z 0 u / 0 0 <,: u / z 0 c-=" I / m C -u <I) :E ·e I\) Q. C) en 0 .i:::,. C -·c: O') <I) ~ <I) 00 C O') en I C w w / )> :::, ~~~-~=-u§-=r:__J~-=.=.;:=--r==_c.,....,==ro="'=-=:::----::::_~6c1~ 0 o I. I , · DECK \ 20· 40' t \ \ I I \/ SCALE ··~ ... -.,,,L,., 160' ·3 I" r-----i I o I I I I CD 0 Q) 0 0 DEMOLITION AND REMOVAL NOTES PROTECT IN PLACE: PREVENT DAMAGE TO ITEM/UTILITY. DURING COURSE OF CONSTRUCTION ITEM/UTILITY IS TO REMAIN OPERA T/ONAL REMOVE: COMPLETEL y REMOVE ITEM AND DISPOSE OF OFFS/TE BY CONTRACTOR. EXISTING OH ELECTRICAL TO BE UNDERGROUNDED PER SEPARATE PERMIT. PROTECT EXISTING PAVEMENT, IN PLACE SEE DWG 468-3 CLEAR· ALL HARDSCAPE, TREES AND VEGETATION TO BE REMOVED AND DISPOSED OF OFFS/TE B~RUSHED --~~~T~1~7;01s fftt/1Z~ iE~t~~M~~; ;~tlosED PAV/NG Hofman Planning & Engineering 3152 Lionshead Avenue Carlsbad0 CA 92010 (760) 69,-4100 www.hofmanplanning.com 78" SD 1 --- DATE INITIAL ENGINEER OF W:JRK RF:VISIO~ DESCRIPTION OTHER APPROVA'_ 0 CITY APPROVA.L \ \ \ BUIL T 11 C,.-006"-EX". 06/so/UJ/3 DATE RCE ,Y/ T GRADING PLANS v C 051911 /4 / CD ® LEGEND FILTRATION FACILITY UNDER EVENT LAWN {SEE DETAIL 1, SHEET 11) 4" ROOF DRAIN OUTFALL PIPE {SEE DETAIL 2, SHEET 11) @) FIRE ACCESS PATH {SEE DETAILS 3 & 4, SHEET 11) PER DWG 468-3 (±) SCREENWALL {SEE LANDSCAPE PLANS FOR DETAILsglb_ ® SEA TWALLS, WALKWAY. STAIRS & HANDRAILS, SEE LANDSCAPE PLANS FOR DETAILS @ PR/VA TE HOPE CLEANOUT RISER {SEE DETAIL 10, SHEET 11) ,-,~..,~~ ------~ ""',.. ·-.___ -----~ • FOR WALL 'A; SEE PROFILE SHEET 12 ANO DETAIL 8 ON SHEET 75. I NOTES: 1. SEE DRAWING 468-3 FOR IMPROVEMENTS TO PONTO DR. ANO CARLSBAD BLVD. ' •. I'. ' • ... • ... 0 Hofman ~ ~~ Planning & Engineering 3152 Umshead Awnue Car1sbod. CA 92010 (760) 692-4100 www.hcfrrznplannlng.am \ 05 18 I~ 03 28 11 I 1/ I r. NO. I < 1; DELTA 0 10' 20' ~ ~ t REQliIRED TREATMENT CONTROL BMP TABLE 40' ! SCALE 1· = 20' DESCRIPTION QCANTITY FIL TRA T/ON FACILITY UNDER EVENT LAWN J,237 sr PR/VA TE STORM DRAIN DA TA OR BRG . RAO. (FT) LENGTH (FT) REMARKS "-,~· . I . ,/,,/~ ..J N84'58'47"W ----71.52' 12" HOPE PIP£ AT 14.37% CURB DATA 80' I NO . DELTA OR BRG. RAD. {FT, LENGT/j_ {FT} REMARKS 1 N21 "25'18"E ----/-3 ,f 33.58' l 6" CURB AND GUTTER PER G-2 2 29·54'22· 90.00' ( 35.38' J r;• r.uRB. AND r.urrER E'ER G-2 3 4713'45" 5.00' 4.12' 1 O" TRANS/770N TO 6" "CURB ', /4\ N38'44'47"E 5.67' O" TRANS/770N TO 6" CURB .<(, -4 ---- 5 <;4 'n6 'SB_" ~ 5.00' -4.72' o" TRANSl770N TO 6" CURB "> EXIS77NG R/W 6 / 31'48'44" ' ·'~8.oo' r 54_4(' O" CURB ,, 7 N'TI ·n·'(JTJ'W ----1 35.55' O" CURB < 8 N82'17'15"E -o.03 / 7f" CuR8 PER ii 1 "-./ 9 10·34'77" 70.00' 12.92' 6" CURB PER G-1 10 94'24'42" 5.00' 8.24' 6" CURB PER G-1 11 N0776'14"E ----13.87' 6" CURB PER G-1 12 35'32'45" 51,00' 31.64' 6" CURB PER G-1 13 N47"1/'7"W ----2.36' 6" CURB PER G-1 [j] N42'48'59"E ----17.00' 6" CURB PER G-1 15 90'06'22" 2.00' 3.15' 6" CURB PER G-1 16 N47"11'01"W ----4.00' o• TRANSIT/ON TO 6" CURB 17 N47"11 '01 "W ----4.00' O" TRANSl770N TO 6" CURB . 18 39·59'39• 2.00· 3.14' 6" CURB PER G-1 19 N42"48'39"E ----11.00' 6" CURB AND GUT. PER G-2 20 N47"11'1"W ----4.54' 6" CURB PER G-1 ~ 33'05'48" 51.00' 29.46' 6" CURB PER G-1 t; r~ ~1~ 1 1! I t,r---;r--t--rM l------1 22 N75'54'48"E ----13.81' 6" CURB PER G-1 23 94'24'42" 5.00' 8.24' 6" CURB PER G-1 124 31'05'48" 70.00' 37.99' 6" CURB AND GUT. PER G-2 . o, N21"?<;'1= ...-...34.53' 5::_ CURB AND GUT, ..PER r,; ? - l½/4\ I 126 N21 '2!i'7B"E . 5.96' 4" "ROLLED CURB AND CURB TRANSl770N ---- > 27 29·54'22· 90.00' 17.60' 4" ROLLED CURB ANO CURB TRANSl770N ) ,__,, ' -~ -. A -) -- nliS SHT. REPLACES SHT. 4 APPROVED ON 1 10 11. Vf REVISED CURB & DRIVEWAY GRADES FOR HANDICAP ACCESS. ADDED REFERENCE TO RETAINING WALL PROFILES AND DETAILS. REVISED SHEET COUNT. APPROV':D: . -d, ~ GLEN K v:/ /J1_SKI 04 14 11 GVP 6'1NEeiW~ /#V,\4'511. PE 41204 EXPIR':S 3 31 ,s 5ft OWN BY: HP PROJECT NO. DRAWl.~G NO. DATE INITIAL DATE INITIP.L CHKD BY: 71.. OTHER APPROVAL CITY APP~OVAL RVWD BY: SDP 05-14 468-3A 0 N '--ro " '--en 0 ( I I \ I ~i:::,] I I I I REQUIRED TREATMENT CO:-ITROL BMP TABLE DESCRIPTION QUANTITY FLOW-rriROUGH PLANTER 427 SF C, .-Ou ] Hofman '. . -~ Planning & Engineering .. 3152 Uonshead Avmue C,,rblmf. CA 92010 (760) 692-4100 www.hdmenpbnnJng.mm 03 28 11 DATt: INITIAL ENGINEER OF WORK 0 GREASE INTERCEPTOR AREA. 0 NOTES: 1. SEE DRA'MNG 468-3 FOR IMPROVEMENTS TO PONTO DR. AND CARLSBAD BL VD. LEGEND @ 4• ROOF DRAIN OUTFALL PIPE (SEE DETAIL 2, SHEET 11) 3 FIRE ACCESS PATH (SEE DETAIL 4, SHEET 11) PER DWG 468-3 J::.. ( 0 SEA TWALLS, WALKWAY, STAIRS & HANDRAILS, SEE LANDSCAPE PLANS FOR DETAILS ~ ~--~~~.A.__ <._0 POOL FENCE PER LANDSCAPE PLANS 0 mENCH DRAIN (SEE DETAIL 7, SHEET 11) ® RETAINING WALL, SEE. Pfl/JFI~ SH5oT/l.2.~A-N._'.JJ._.,,.----D"'--G-TA..,.I-LvS..._~-~-l?vT-l6""'-.-~ ® FLOW-THROUGH PLANTER (SEE DETAIL 9, SHEET 11 @ PR/VAT£ HOP£ CLEANOUT RISER (SEE DETAIL 10, SH££T._____.:..,11:;__) ______________ , "'\ r'v-v---_,,,--,__,..-,,.-..._ @ 6" AREA DRAIN 'MTH FLAT GRAT£ PER DETAIL 10 ON SHEET 11 @ PR/VAT£ SEWER CLEANOUT (SEE DETAIL. SHEET 10) .. r----....__ ____ PR/VA TE STORM DRAIN DA TA NO. DEL TA OR BRG. RAD. (FT) LENGTH (FT) REMARKS 2 N85'59'04"E ----44.25' 12" HOPE AT 1.00% 3 N04'00'56"W ----247. 70' 12" HOP£ AT 1.00% 4 N19'10'03"W ----285.31' 12" HOP£ AT 1.00% (5 N88'28'38"£ ----20.07' 12" HOPE AT 1.00% @ N19'14'55"W ----74.68' 12" HOP£ AT 1.00% CURB DATA NO. DEL TA OR BRG. RAD. (FT) LENGTH (FT) REMARKS ~ N47'11'7''W ----8.36' mANS/T/ON TO o" CURB 27 16"21'33" 98.00' 27.98' 6" CURB PER G-1 28 26'38'22" 5.00' 2.32' 6" CURB PER G-1 2' N89"29'4"£ 22.93' 6" CURB PER G-1 30 11 "23'39" 5.00' 0.99' 6" CURB & GUT. PER G-2 31 18"55'29" 90.00' 29.73' 6" CURB & GUT. PER G-2 32 N82'17'15"£ 12.76' 6" CURB & GUT. PER G-2 33 N87'48'59"£ 39.32' 6" CURB PER G-7 ~-N87"48'59"E 14.68' 6" CURB PER G-1 3'. 88"70'05" 15.00' 23.08' 6" CURB PER G-1 ~ N04"00'56"W 58.00' 6" CURB & GUT. PER G-2 20.00· 6" CURB & GUT. PER G-2 38 N04 ·oo •5a"w 49.36' 6" CURB & GUT. PER G-2 39 N85'59'04"E 3.50' 6" CURB & GUT. PER G-2 ;;AS BLIL T11 10· 20' 40' 80' lGMS ._Qr ~') ob/or 12-013 RCECSfo64 EXP. OOljo/w;'3, DATE SCALE 1· = 20' GRAOIKG PLANS FOR: HILTON CARLSBAD {pij /3 6VP BEACH RESORT PRC:CISE GRAD NG PLAN RP 05-11 APPROVED: GLEN ADDED REFERENCE TO RETAINING WALL 04 14 11 GW K VAN iESKI ~~ 2 PROFILES AND DETAILS. REV1SEO SHEET COUNT. 1, -A-E REVISION DESCRIPTION DW~ BV: HFE PROJECT NO. DRAWING NO. DATE INITIAL DATE INITl/1.L CHKD BY: 11-- OTHER APPROVAi. CITY APPROVAL RVWD BY: SDP 05-14 468-3A co ':! ~ ~ "' ~ 0 N ...___ CD N ...___ c~ 0 "' " "O er, u u I ,~ 0 a.. C) / c:, z 0 <{ ct' CJ / 0 0 <{ u / z 0 0 f--, :E I UI / G') ~ +> 0 u w .J:li,. -~ ...., 0 C. 0.. ~ O') "" O') 00 C I ·c: V w V C )> C, C Lu / ::, I I I I \ \ I \ \ \ I I \ \ 0 f I I I I I I I I I I I I D D D D D D a a la la la ID ID D I ~ -,_ • 0 ~ I £0 C ca ~ 5 '-! ~ SEE OWG 468-3 ID FOR IMPROVEMENTS ID TO CARLSBAD BLVD ~ID ' ~la /! "-~ID ::, ID 11 ~ ::i I ID ID ID 1 \ /i ID I ID \ I ID /f? :a CD a ; C, - i ;. I ---~\;le_) -las" 11;1'-l I I I I I I I I 0 0 I I ~ 1t / I , I ID c::i I I I I I 1; I I f ~ -G Co LIMITS OF WORK ci I 1/1 _I @ TYPE 'B' CURB INLET PER RSO 0-2 @ TYPE 'A' HEADWALL PER RSO 0-30 @ BIORETENTION FACILITY 1 (SEE DETAIL 15, SHEET 11) PENETRATE RETAINING WALL WITH STORM DRAIN PER DETAIL ~=- EMERGENCY OVERFLOW SADDLE POINT @ 8" LANDSCAPE AREA DRAIN PER DETAIL 10 ON SHEET 11 PR/VA TE STORM DRAIN DA TA NO . DEL TA DR BRG. RAD. (FT) LENGTH (FT) REMARKS 3 N04'DD'56"W ----287.59' 12" HOPE PIPE AT 1.95% 4 N797D'o3•w ----258.37' 12• HOPE PIPE AT 3.49% 6 N19i4'35"W ----74.68' 12" HOPE PIPE AT 1.00% 0 N68'34'57"E ----16.91' 12" HOPE PIPE AT 1.00% 8 N19i4'35"W ----43.58' 12" HOPE PIPE AT I.OD% g N85'59'04"E ----11.19' 12" HOPE PIPE AT 1.00% <?,'?fJESS/o, ~,m {~X' <,., I !:::;, Ii{/ No. 59064 ri i [XP. 06-30-13 ""i ' i 10 N24 ·37•4o•w ----26.D3' 12" HOPE PIPE AT 13.52% 4" AC PAVEMENT AC DIKE PER DWG. 468-3 4" AC OVER 72" AB PER DWG. 468-3 f--~ PROJECT BOUNDARY / ROW EXIST MASONRY WALL PLACE FACE OF WALL ON PROJECT BOUNDARY MASONRY RETAINING WALL 'H' W/ TOE-LESS FOOTING SEE DETAIL 4 ON SHEET 15 SECTION NOT TO SCALE REQUIRED TREAT!,!ENT CONTROL B!,!P TABLE DESCRIPTIO'.'l QUAl\'TITY B!ORETENTION FACILITY 1 7662 SF >EGETA TED BIOS WALE 833 SF NOTES: 1. SEE DRAWING 468-3 FOR IMPROVEMENTS TO PONTO OR. AND CARLSBAD BL vV. ---ENCROACHMENT AGREEMENT PER DOC. 2012-0791294 REC. 12/77/2072 PR 70-26 0 10' 20' 40' SCALE 1" .,,, 20' NO. 0 41 ~ 8] 4 4 46 47 48 4! ~ 51 ~ o3 4 55 56 lg 158 ~ 5( 61 5; 6: ~ 65 I@ 67 68 69 E9 [SJ 72 E] ~4 ···- 75 76 . 77 78 79 80 81 82 83 34 35 I@ ~ 88 89 90 [fill 92 ~ l4 9! I@ 97 98 99 ~ 80' CURB DATA DELTA DR BRG. RAD. (FT) LENGTH (FT) REMARKS N75'58'26"£ ----4.03' 6" CURB PER G-1 54·57'37• 5.00' 7.47' 6" CURB PER G-1 N1970'03"W ----19.43' 6" CURB PER G-1 N70'49'57"E ----45.DD' 6" CURB PER G-1 N/9'/0'DJ''w ----19.00' 6" CURB PER G-1 90·00'00· 5.00' 7.85' 6" CURB PER G-1 N70'49'57"E ----19. DD' 6" CURB PER G-1 N19'/0'03"W ----9_00· o· TRANSl770N TO 6" CURB N/9'/0'D3"W ----5.00' D" HIGH, 6" WTDE CURB N19'10'03"W ----9.00' o· TRANSl770N TO 6" CURB N19'10'D3"W ----18.00' 6" CURB PER G-1 N7D'49'57"E ----17.00' 6" CURB PER G-1 90·00·00· 2.00' 3.14' 6" CURB PER C-1 N19'10'03"W ----5.00' 6" CURB PER C-1 90·00·00· 2.00· . 3-14' 6" CURB PER G-1 N70'49'57"E ----17.00' 6~ CURB PER G-1 N19'10'03"W ----36.DO' 6" CURB PER G-1 N7D'49'57"E ----17.DD' 6" CURB PER G-1 90·00'00· 2.00' 3.14' 6" CURB PER G-1 N19'10'03"W ----5.00' 6" CURB PER G-1 go·oo'oo· 2.00' 3.14' 6" CURB PER G-1 N70'49'57"£ ·----17.00' 6" CURB PER C-1 N19'10'03''w ----36.0D' 6" CURB PER G-1 N197D'03"E ----15.69' 6" CURB PER G-1 12370'56" 2.00' 4.30' 6" CURB PER G-1 55·49'04• 10.00' 9.92' 6" CURB PER G-1 N7D'49'57"E ----II.DD' 6" CURB PER G-1 90·00'00" 2.00' 3.14' 6" CURB PER G-1 N19'10'03"W ----17.00' 6" CURB PER C-1 N70'49'57"E ----36.00' 6" CURB PER G-1 N19'10'03"W ----17.00' 6" CURB PER G-1 90·00·00· 2.00' 3.14' 6" CURB PER G-1 N70'49'57"E ----5.00' 6" CURB PER G-1 90·00'00" 2.00' 3.14' 6" CURB PER G-1 N1970'03"W ----17.00' 6" CURB PER G-1 N70'49'57"£ ----36.00' 6" CURB PER C-1 N19'70'o3·w ----17.00' 6" CURB PER G-1 90·00'00" 2.00' 3.14' 6" CURB PER G-1 N70'49'57"E ----12.00' 6" CURB PER G-1 N/9'/0'DJ"W ----24.00' 6" ROLLED CURB PER G-4 N70'49'57"E ----142.DD' 6" CURB & GUT. PER G-2 N19'10'03"W ----3.00' 6" CURB PER G-1 90·00·00· 2.00· 3.14' 6" CURB PER G-1 N70'49'57"E ----17.00' 6" CURB PER G-1 N19'10'03"W ----126.00' 6" CURB & GUT. PER G-2 N1970'D3"W ----9.00' 6" CURB PER G-1 N70'49'57"E ----15.50' 6" CURB PER G-1 90·00·00· 2.00' 3.14' 6" CURB PER G-1 N19'/0'03"W ----5.00' 6" CURB PER G-1 go·oo·oo· 2.00' 3-14' 6" CURB PER G-1 N70'49'57"E ----15.50' 6" CURB PER G-1 N19'10'03"W ----9.00' 6" CURB PER G-1 N7D'49'57"E ----15.50' 6" CURB PER G-1 90-00'00· 2.00' 3.14' 6" CURB PER G-1 N19'1D'03"W ----5.00' 6" CURB PER G-1 90·00'00· 2.00' 3.14' 6" CURB PER G-1 N70'49'57"E ----15.50' 6" CURB PER G-1 N7D'49'57"E ----/6_39' 6" CURB PER G-1 11236'42" 2.00' 3.93' 6" CURB PER G-1 72'31 •47• ID.OD' 12.66' 6" CURB & GUT. PER G-2 N75'58'26"E ----57.14' 6" CURB & GUT. PER G-2 // AS BUIL T11 ~ ·, 1 ', -()fJ/c.t/7JJ /3 RC[ cs7c64 EXP, ~€(jo/zo13 DATE RLVIEVED BY• [NSPECT□ R DATE l---+---+---------------t----t------+-----+----I I SH6ET I CITY OF CARLS BAD I SH~~TS I ::;::=:;=:='.,-'::;;:::~E~N=~~:~~~E=El=,I=N=G::::::D=EP=A=.R=T=M=E=N=T===--'==== GRADIKG PLANS FOR: Hofman ~:J -Planning & Engineering 05-18-1 THIS SHT. REPLACES SHT. 6 APPROVED ON 1 10 11. HILTON CARLSBAD BEACH RESORT ORC:CISE GRADING PLAN RP 05-11 3152 Um!he!!d Awnue Car1sbsd. CA 92010 (760) 69l-4100 www.hdml!n~nnlng.am 03-28-11 JPC DATc INITIAL ENGINEER OF WORK REVISED GRADES T VER AL LOCATIONS FDR BUILDING ACCESS AND BIO-SWALE. ADDED R FERENCE TD RETAINING WALL PROFILES AND DETAILS, REVISED SHEET COUNT. REVISION DESCRIPTION DATE INITIAL OTHER APPROV'.l 04-14-11 GVP DATE INITIAL CITY APPROVAL DWN BY: YPE CHKD BY: 11. RVWD BY: PROJECT hO. DRAWING NO. -SOP 05-14 468-3A r--N 0 N ...... cc N ...... en 0 "' " ,:, "' 0 u I co 0 I / " ~ 0 ru -~ 0 ~ Q_ 0, C ·c: ru 0 C "' C: w / ::,, C :a: O'> G') 0 .,::.. ...., O'> --00 O'> I w )> REQUIRED TREAn!ENT CO:'<TROL BMP TADLE DESCRIPTION QUANTITY VEGETATED BIOSWAL£ 1623 sr· NOTES: 1, SEE DRAWING 468-3 FOR IMPROVEMENTS TO PONTO DR. AND CARLSBAD BLVD. LEGEND @ VEGETATED BIOSWALE (SEE DETAIL 11, SHE:ET 11) I I I I 0 1 o· bd 20' 40' go· 2 \ t ' ; = :t j j SCALE 1" ~ 20' \ -- \ ' . \ 1--~--~ \ 2-J.,::J,--J 6 0-0 6 1 ------------ N AS BUIL T 11 bO•••.:~.,..J ·, _, ;(u;/:u,1 s RCE cs-qo 64 EXP, o(,f iJ 0 /2-o/3 =p TE I SPECTOR MTE 1---+---+---'-----------+---!--t----t---t I SH7C:ET I CITY OF CARLS BAD ~ ENGINEcRING DEPARTMENT ~ ::=====c=:::====::;::::::=======-===: Hofman Planning & Engineering 3152 Lionshead Avenue Carlsbad, CA 92010 (760) 69.-4100 www.hofmanplanning.com DATE 11\ITIAL ENGINEER OF WORK DATE INITIAL DAT[ INI 111\L REVISION CESCRIPTIOI\ OTHER APP~OVAL CITY APPROVAL GRADING FLAKS F'OR: HILTON CARLSBAD BEACH RESORT PRECISE GRADING PLA.N RP 05-11 AP PRO' GLEN K VA/~ PESKI l{/D/tJ SE"OR CIVI~ ENGINEER P= 41204 [XPIRES 3 31 11 OWN BY: ---~~- Cf-KO BY: ___.,..,L_ RVWO BY: PROJECT 1-;0. SDP 05-14 JRAWING NO. 468-3A 12411 "1 "" Cs 0 0 N '-. (D 0 '-. 0 O' a " c- 0 Q_ Cl. / (') z 0 <t °' 0 / 0 0 <t u / z 0 C" ~ I / ~ -u ill 0 •-, 0 :E L Q_ <JC --1 G') C ·~ 0 .j::i,, Q> -ill C ~ 0) 0, (X) C 0) w I / w 2 l> I ' ! ' ' I I I I I 1 "W;--+--i--+--t-_J_-+~-f--P_:_V_:__:T._::S:j;DQiJ.lCc'L;;f:'N~, UJ'TR-_:__+---+---t~_J_LI £:f4'III_I +--+ a-"------+---,__,__ _____ _,__-+---+---+-----+----t----------, ---t--f---'-----t---:----j-t-f-t--:-:;:i==t-,--f-----;--j;::::@, ?@I:-~~N9'E,-~fi-F--l~!\j',1-li'±f±.±]f:.P§f Iii 1 1 1/ PER RSD D-9 FOR I ! >-i"s EXISTING ' ' ! I i I ~, -! I , I I I C----7 : 1 ~---,-hl---c--'--+---'----'---'---,ff-t-1 -+-+--+-+--j--'-+--_+-_---+--±--i'c:::..+--l--t--t--t---i-+-+-+-+--++--+_j_-+-+--+__:,",-h-'---+ o----+------+-t--~-----+--__L~--___l =t-+--+-+, -----+--==-i-.---j GRAD,£ I ,l.. , I __ --=--~-- PROPOSED BKJRETEA'TI N FA ILlrY , 51 42 LF @ · 11~----j----,-~---,----+-,--,---j-,----+----+----,-----+--+-~-,---t---+---i--1 -,----,--/-,,t---+~-H.'=·=.-9c ! ' "' J_6. 70 s i ' 7! --+--+----t--, -+---+----t-1--t-~ I 9. :rro ! ' ' ' ' -1--4---J---~-i--~-- ' , . I , _, __ J __ +- ' I Pf_ ' i ' ' 8" I/OPE I i ' -F, I ' I 1 )cAtE: I 1· = a' H RIZ. 1" = 4' VERT. 0 1 o' 20' 40' 80' l ' t 1 j SCALE 1" = 20' --,., t\ --- -\ 0 ,_ -----~ l ----.; ~ ,,._..._ "' I I ~ ~' I ~ I " -1'- "' I-~ ,, \ \ \ \ ~ ... N ~ ' co \ 0-1 ' a I (C) T"' ~ 1 <r T"' l:;\.l NOTES: 1. SEE DRAWING 468-3 FOR IMPROVEMENTS TO PONTO RD. 2. SEE SHEET 2 FOR CROSS SECTIONS. LEGEND NO. 11) 1_51 13' 14) DELTA OR BRG. N04'01'06"W N16"56'I5"W N16"56'15"W N04'00'56"W PR/VA TE STORM DRAIN DA TA RAD. (FT) LENGTH (FT) REMARKS ----81.25' 12" HOPE PIPE AT 1.00% ----52 44_' 18" HOPE PIPE AT 1.00% ----f 119.20'Vi \ 18" HOPE PIPE AT 1.00':{ ----36.35' 18" HOPE PIPE AT 1.00% @ 4_" ROOF DRAIN OUTFALL PIPE (SEE DETAIL 2, SHEET 11) CURB DATA ® SEA TWALLS & PAVEMENT (SEE LANDSCAPE PLANS FOR DETAILS) --~~"--t NO. DEL TA OR BRG. RAD. (FT) LENGTH (FT) REMARKS ® RETAINING WAL EE PROFILES SHEET 13 AND DETAILS SHEETS 15 & 14'02'34" 88.00' 21.57' 6" CURB & GUT. PER G-2 N85"!59'04"E 5.00' O" CURB & GUT. PER G-2 ----@ PRIVATE HOPE SD CLEANOUT RISER (SEE DETAIL 10, SHEET 11) D N85"59'04"E ----5.00' O" CURB PER G-1 @ ROCK LINED SWALE PER LANDSCAPE PLANS D 07'09'13" 112.50' 14.05' 6" CURB PER G-1 @ MODIFIED TYPE 'A' HEADWALL PER RSD 0-30, SEE DIMENSIONS IN DETAIL THIS SHE7""-T----~ N82"17'15"E ----2.14' 6" CURB & GUT. PE:R G-2 1 34'44'22" 88.00' 53.36' 6" CURB & GUT. PER G-2 @ PENETRATE RETAINING WALL WI H STORM DRAIN PER DETAIL@ ill @ ORETENTION FACILITY 2 (::,"f:_E DETAIL 18, SHEET 11) 58"57'27" N04TJ0'56"W N04 TJO '56 "W 58"!57'27" 18.00' ---- ---- 42.00' 18.52' 6" CURB & GUT. PER G-2 6.66' 6" CURB & GUT. PER G-2 6.66' 6" CURB & GUT. PER G-2 43.22' 6" CURB & GUT. PER G-2 MODIFIED CLEANOUT PER RSD D-9 WITH OPENING ON SOUTH SIDE FOR EMERGENCY OVERFLOW. OPENING PER RSD 0-7. 34'44'44" 111.98' 67.91' 6" CURB & GUT. PER G-2 1~\ 1 l ~I\ I ,~ 1 t I \~ii! I I I 0, I I Cl' 5. 6, 7. 8. 9. 10. \__ -~ 11. __,-,:,: -Ji_ -· ao-- 12. 1.3. 14, 15. N82"17'15"E ----8.65' 6" CURB & GUT. 53 DETAIL 1: SOlJTH ENTRANCE GRADING SCALE: 1" = 10' NCTD GENERAL NOTES PER G-2 FOR ALL [M[RGENCIES AFFEC71NG THE TRACK AND TRAIN SAFETY, CALL NCTD'S 24 HOUR SECURITY OFFICE AT (760) 966-6700. ALL PERSONNEL ENTERING THE RAILROAD RIGHT-OF-WAY SHALL COMPLY WITH NORTH COUNTY TRANSIT DISTRICT (NCTD) REQUIREMENTS. FAILURE TO COMPLY WILL BE GROUNDS FOR TERM/NA 710N OF WORK AND REVOCA 710N OF RIGHT-OF-ENTRY (ROE) PERM/ T. PRIOR TO THE START OF CONSTRUC710N ANO AT THE CONTRACTOR'S EXPENSE, ALL PERSONNEL INCLUDING SUBCONTPACTORS AND THIRD PAR71ES SHALL COMPLETE NCTD'S CONSTRACTOR SAFETY TRAINING COURSE. CONTACT LEE KUHNS AT (160) 967-2851 TO ARRANGE TRAINING. THE ROE PERMITTEE SHALL PAY FOR ALL FLAGGING, INSPECTIONS, ANO REVIEW COSTS AS REQUIRED IN THE ROE PERMIT. WORK BEYOND THE HOURS OF 7AM TO 5PM, MONDAY THROUGH FRIDAY, WILL Bf CHARGED AT 1.5 TIMES THE STANDARD HOURLY RATE. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS SET FORTH BY NCTD, THE ROE PERMIT, PROJECT PLANS ANO SPECIFICATIONS, AND TH[ JOB SITE NCTD FLAGMAN/EMPLOYEE-IN-CHARGE (EiC). NCTD FLAGMAN/EiC HAS SOLE RESPONSIBILITY TO PROTECT THE RAILROAD INFRASTRUCTUt?E AND OPERATIONS. AT ALL TIMES, THE CONTRACTOR SHALL FOLLOW 1HE FRAGMAN/E!C'S DIREC710N. ALL PERSONS ENTERING THE RAILROAD RIGHT-OF-WAY SHALL HAVE TAKEN THE NCTD SAFETY TRAINING COURSE AND SHALL HA VE THE NCTD SAFETY STICKER AFFIXED TO THEIR HARO HAT. . NO WORK SHALL Bf PERFORMED WITHIN THE RAILROAD RIGHT-OF-WAY Wl1HOUT A RIGHT-OF-ENTRY PERMIT, FLAG REQUESTS SUBMITTED TO NCTD A MINIMUM OF .3-BUSINESS DAYS PRIOR TO WORK, AND A NCTD FLAGMAN PRESENT DURING ALL CONSTRUCTION AND RELATED AC71VITIES. THE CONTRACTOR SHALL COMPLY WITH ALL ENVIRONMENTAL AND THIRD PARTY PERMITS AS REQUIRED BY THE WORK. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR EACH EQUIPMENT OPERA TOR TO HA VE CONSTANT AND DIRECT RADIO CONTACT WITH THEIR FOREMAN. THE FOREMAN WILL IN TURN HA Vf CONSTANT AND DIRECT RADIO CONTACT WITH THE NCTD FLAGMAN/EiC. THE CONTRACTOR SHALL HAVE THE PERMITTED STAMPED SET OF PLANS ON-SITE. WORK WILL BE TERMINATED BY NCTD SHOULD NO STAMPED PLANS BE ON-SITE. THE CONTRACTOR SHALL CONTACT NCTD AT (760) 967-2851 72-HOURS IN ADVANCE FOR ANY INSPEC710NS REQUIRED IN THE ROE PERMIT. ALL WORK ON OR ADJACENT TO THE SAN DIEGO TROLLEY SHALL ALSO ADHERE TO NCTD REQUIREMENTS. 1Hf MOVEMENT OF TRAINS IS UNPREDICTABLE. TRAINS MAY APPROACH THE JOB SITE IN ANY DIREC710N, AT ANY SPEED, AT ANY TIME, AND MAY STOP AND OCCUPY THE TRACK WITHIN THE CONTRACTOR'S WORK ZONE FOR AN UNDETERMINED PERIOD OF 77Mf. NO PERSONNEL SHALL CROSS ANY TRACK WITHOUT THE APPROVAL FROM THE NCTD FLAGMAN. ONLY THE NCTD FLAGMAN IS PERMITTED TO PERFORM FLAGGING OPERA 710NS WITHIN THE RAILROAD RIGHT-OF-WAY. REQclRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIORETENTION FACILITY 2 4,500 SF II AS BUIL T11 l£J6w~ ·, J ~&0/2-013 R~E cst!0 64-EXP Db (30/z-of~ DATE DATE t-----t--+------------+-------+--+----+---I I SH8EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~::::::::::'...':::::::::==::::::::::::::::::::::::::::::::::::::::::=:::::::::::::::::=:....':::::===: GRADING PLANS FOR SHEETS 16 1 HILTON CARLSBAD CAUTION! ESSJ!i1,;;, \TTN:,c (,1), No. 59064 ~ it·-· Hofman ! J' - 6-01-12 REPLACED PEV. 7 SHc SIGN•D 4-14-77 BEACH RESORT REVISED BASIN SECONDARY OVERFLOW PRECISE GRADING PLAN & NCTr NOTES RP 05-11 -- BURIED G4S LINE BB.OW <XJNTRACTOR 70 USE EXTR9fE CAIJT10N __...-WHEN EXC1VA7llYG IN THIS AREA -----POTHOI£ PRIOR. ro ST'ART OF GRADING -'i / [XP, 06-30-13 00 . 7'1-'-ld;l_,,\. N ,. 1~ Planning & Engineering 3152 Uonshead Avenue Cerfsbad CA 92010 (760) 119~-4100 www.hofmanplanrq.axn 3-28-11 JOC , REPLACES SHEET ORIGINALLY SIGNED 1-10-11. ADDED REFERENCE TO RETAINING WML Pf/OF/LES AND DETAILS, REVISED GRADING, ADDEO HIRE HYDRANT, REVISEJJ SHEET COUNT DATE INlllAL ENGINEE, OF WORK REVISION DESCRli'TION 4-14-11 GVP DATE INITIAL DAE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED: _4,'J.'. ~/--, J,, J'J,.,/, GLEN K VAN PESKI ~ L~ 12:¼' & I;, Ii 2 SENIOR CIVILOONEC:R PE 41204 EXPIRES 3 31 13 DATI: DWN BY: CHKD, BY: -,t;;L-- RVWD BY: PROJECT NO. SDP 05-14 DRAWING NO. 468-3A ro 0 N ~ N ~ 0 N " ~ 0 " <D 0 "' ~ " ro 0 [L '-' I N u u / '-' z 0 < [lc'. CJ / 0 0 < u / z 0 f--" I / "' ~ u C "' 'o :E L 00 [L G') 0, 0 C .i:,. ·c -"' ~ O') "' C O') 00 "' w C w / l> 2 I I ~ -? ' ' ' - ' --24' j Ill I ~ ------7 ' ' - I I ~~~ ~ I I I ~~ I , I J CONSTRUCTION NOTES 0 INSTALL SIGN PER RSD-M-45 @ INSTALL 'STOP" LEGEND L I ' I ~~~ I 0 INSTALL 12" WHITE LIMIT LINE THERMOPLASTIC 0 INSTALL TYPE I 18' ARROW ® INSTALL 4" BLUE STRIPE ® INSTALL ACCESSIBLE SYMBOL PER RSD M-29 0 INSTALL 4" SOLID WHITE PARKING LOT STRIPE I I I ' .I ! 1 r'" -....._ 24' l_ 'I I I .r-~ ...... I ' ----- . I ' I ' ' ' . I I I I I I r / - 0 y 0 10· 20' 40' ~b=dF• ::.::1.c:~;::::==1:, ... ,,:, : L...,_, SCALE I" ~ 20· SIGNING AND STRIPING NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING. ALL SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), THE CALTRANS STANDARD SPECIF/CA T/ONS (LA TEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENT A TIV[ PRIOR TO ANY CHANGE IN THE FIELD. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS., STRIPING SHALL BE REPAINTED TWO WfEKS AFTER INITIAL PAINTING. ALL SIGNAGE SHALL 8[ REFLECTIVE PER ASTM DESIGNA TON 04956 AND SHALL USE TYPE IV PRISM A TIC REFLECTIVE SHEETJNG (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERl\1S[ SPECIFIED. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LIMIT", AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON LOCAL RESIDENTIAL STREETS (SPEED LIMIT OF 25 MPH OR LESS) SHALL BE 4" HIGH CAPITAL LETTERS. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON PRIME ARTERIALS, MAJOR ARTERIALS AND SECONDARY ARTERIALS (SPEED LIMIT GREATER THAN 40 . MPH) SHALL BE 8" HIGH CAPITAL LETTERS. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS SHALL BE 6" HIGH CAPITAL LETTERS. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT l\1LL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. EXACT LOCA T/ON OF STRIPING ANO STOP LIMIT LINE'S SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLA T/ON. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS -SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERl\1SE SPECIFIED. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD ORA l\1NG M-19. ALL SIGNS SHALL BE STANDARD Sil£ AS SHOWN IN TH£ CALIFORNIA MUTCD UNLESS OTHERl\1S£ SPECIFIED. SIGN POSTS SHALL BE SQUARE PERFORA TEO STEEL TIJBING 111TH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY TH£ CONTRACTOR TO TH[ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY TH£ CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. Hofman R5-1 R5-1A Planning & Engineering 3152 Uonshead Avenue Carlsbad, CA 92010 (760) 69;-4100 www.hofmanplanning.com SIGN LEGEND RI-I 8.49• TYP. -------- "'~=-----=-- R5-I 4 ---;,--------- R5 IA II AS ELIL T 11 EXP. ef:>{~0/2..0/3 DATE INSPECTOR l----+--+-------------+----1---t----1---1 J sH9EET I CITY OF CARLS B i\D J SH~~s J ENGINEERING DEPART~ENI ::G=' H=A=D=JN=G;:' ::::P:::L=A::N:::S=F:::O::::R::::=========:::...::==:::::; HILTON CARLSBAD BEACH RESORT Sl~Nl~G AllD snlPING PLA, RP 05-11 APPROJW, ' .JJ Gel~ K v,t/;,.N_J,,ESKI ~ .. 24h l(//.:A: _-{c S-E-,-1o'"R'"'c""11",11"-'--E N~G.:.;N:...E'-'ER=P E.:..:....4.Ll 2"'0:.a4 "'E""xP=-1 R_E_S_3_/_3_1 .,..11-'o ~. TE DATE ,Nl-llAL ENGINEER OF WORK REVISIO\J DESCRIPTIO\J DATE II\ TIAL DATE INITIAL OTHER J\.PPROW.l CITY AFPROVAL LlWN BY: C ,KO BY: RVWD BY: L. PROJECT NO. SDP 05-14 DR~.WING NO. 468-3A 12411 051911 N 'T "' 0 -0 N '--CD 0 '---0 en $ " m 0 Q_ (') / (') z 0 <t (l' (') / 0 0 < u / z 0 ~ I / m C ~ u w :E B CD L 0. G') 0, 0 ~ C -L '" 1-1' er, w C a, (X) 0, I C w w / )> 2 l I BLDG. FF=62.35 BSMT. FF=51.35 POOL AREA DRAINAGE DETAIL SEE LANDSCAPE PLANS AND DETAILS FOR ALL HARDSCAPE AND LANDSCAPE CONSTRUCTION AT THE POOL/COURTYARD AREA df-a~.\- ~ \Y. I ~ No. 59064 [XP. 06-30- 0 5' 10' -7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 20' SCALE 1" = 10' ,Q NOTES fi" INSTALL SPLASH BLOCK AT END OF 4" ROOF DRAIN OUTFALL TIE INTO \..Y FLOW-THROUGH PLANTER TIE ROOF DRAIN INTO PROPOSED STORM DRAIN PER RF/ #31 SEWER CLEANOUT COVER, FLUSH IN AREAS RIM AND PAVEMENT REMOVABLE PVC THREADED PLUG ® ® FLOW-THROUGH PLANTER (SEE DETAIL 9 ON SHEET 11, AND LANDSCAPE. PLANS) @) PRIVATE HDPE SD CLEANOUT RISER (SEE DETAIL 10, SHEET 10) @ 4• POOL DECK DRAIN (SEE DETAIL BELOW) @ LANDSCAPE A TR/UM DRAIN (SEE DETAIL BELOW) INSTALL NEOPRENE PAD BETWEEN PRIVATE UTILITIES MIN 4" CLEAR. SEWER POC SEE ARCHITECTURAL PLUMBING PLANS FOR CONTINUATION. ~ PR/VA TE SEWER CLEANOUT (SEE DETAIL BELOW) @ ® © ® ® 4• HOPE. DRAIN @ 1.00% MIN. 6" HOPE. DRAIN @ 1.00% MIN. B" HOPE. DRAIN @ 1. 00% MIN. 10" HOPE. DRAIN @ 1.00% MIN. 12" HOPE DRAIN ~POOL DECK ELEV. 61.85 _______ _.,,./.__~~~WA lER SURACE ELEVA T/ON 61.35 ~ ~ BOTTOM OF POOL ELEV. VARIES SEWER BRANCH WYE 45· BEND 6" SANITARY LATERAL PRIVATE SEWER Q.EANOlJT DETAIL NOT TD SCALE 1% MINIMUM SLOPE 6" POL YETIIYLENE ATRIUM "RIM" OR "TG" \ GRAlE WITH U.V. INHIBITORS. ELEVATION AS --PVC RISER PIPE, LENGTH SHOWN ON PLANS AS REQUIRED. MINIMUM 2% \ !!ii/.0/1 11./;Ci'\ MINIMUM 2% SLOPE TO DRAIN i/'i/i!/ I jl'ii,'};1 SLOPE TO DRAIN --:::;;!:;__~~~~!):,~:1:~:1~,1~1\~'.i1~::~~::o:;:m;;,----~~=== ,-11mill~-'-',_A I II ... --~_,-_1711 'm,· =_IT 71 .. ·rr~· ,_ li'=-'---,'2'.--c=c~ =,rel _, --7--cl '=I i'--I' =U-fiCcl I i1 I!'= 1"71-~rrr "INVERT" OR "FL. ELEVATION AS SHOWN ~, 1=, -11 I 1-1,,- (/) w °' < > ON PLANS>_J'__L__~--\L_!--~ ~-ELL FITTING HOPE STORM DRAIN PIPE, ~-SIZE PER PLAN (4" MIN). SL OPE PIPE 1 % MINIMUM. ~ MIN E.LE.V. 61.11 OVER SEWER UN£ -.-.-----.~,-.:-.--"~,--~_.,,·'"'"-.• -.--STRUCTURAL CONCRETE W/ STEEL 72" MIN ,. • , • • TO BE DESIGNED BY POOL • • MANUFACTURER ' " ~ " ~ ~ LANDSCAPE ATRIUM DRAIN NOT TO SCALE EJ 4" ---I.E. OF SEWER PIPE VARIES 59.15-59.44 UNDERNEATH POOL. PRIVATE SEWER UNDER POOL NOT TO SCALE 40' "RIM" OR ·re· ELEVATION AS SHOWN ON PLANS 'ii' 'ii' I I 2· ~-BRASS GRA 7E MT// BRASS SCREWS. SIZE & TYPE. PER PLANS. ---PVC COLLAR MINIMUM 1 % SLOPE MINIMUM 1% SLOPE TO DRAIN TO DRN/J~f--SEALANT (COLOR TO \-----===~I:7~'=~4t~~-~~~--:-~~~-:,1_ MATCH PAVEMENT) PAVING SYS/EM-' PER PLAN ,. . ., • • . • ' . . "IN VERT" OR "FL " ELEVATION AS SHOWN ON PLANS ' ' I'( ~ • , • • . 1 FORM GAP AT PVC •• •, · . . , -, • COLLAR TO ALLOW FOR FINAL HEIGHT ADJUSTMENT OF COLLAR. --------ENCASE RISER IN CONCRETE PAVING. -...._ 4" RISER PIPE. LENGTH AS REQUIREIJ. 'f==='¼--7--7\ ---ELL FITTING ---SEWER & DRAIN PIPE 4" POOL DECK DRAIN NOT TO SCALE (SIZE PER PLAN) MTH GAS TRAP ASSEMBLY. SLOPE MINIMUM I% DR AS PER PLAN. 11 AS BLIL T 11 /;CJ~~ o6(or/a;;3 RCEcs-fo6f EX?. 06/Jo/wtJ DATE N n n 0 " '-. (C N '-. en 0 Q. '-' 1--------------------a 'iS REV7':ED BY,,1 ~. ~ ~.Id, Cf& tj,.pfJ/ °' !~SPECTOR DAT~ ;:, 1---1--+------------+---+----t--+--1 ~' ===o~I ==C:::::;IJ;:NY:;:G1;:;NE=~=fi="[=c=Df=.r=~=~=~=~=A=D==-=I =e~I GRADIKG PLANS FOR: 0 0 <[ u / z 5 HILTON CARLSBAD I BEACH RESORT ,-..:..1,!'o. • Hofman POOL DETAIL SHEET RP 05-11 F p · ....., L II .. /. GLEN K VAN P S-(1 ,;;; -u w ·e ~ · , l Planning & Engineering 05 ,s n-11s sH1 REPLAcEs sH1 10 APPROVE□ oN 1 10 11. (pt 13 v? . t/a+, ':£1,t,. 6;, 3 I • LJ RE\11SED GRADES AND AREA DRAINS AT POOL DECK PE 41204 EXPIRES 3 31 IS ~ [)_ ~ 3152 UonsheadAvenue DUE TO POOL DECK DESIGN CHANGES. DW.~ ~Y: ~H~P-E-PROJECT NO. DRAWING NO. c (ar1sbe!!._CA92010 DAT[ INITIAL DATE l~ITIAL DATE !Ni-JAL CHKD BY TL. g' (750) 6•.<-4100 www.hdmanplannlng.a,m ENG,NEE, OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWC BY:~-~-, $DP 05-14 468-3A w L_--------=--=--=-=-=--.:=--=---------====----..!:.:::.:.=l..___..:;.::.:::..==..~---l.::~J....::.::.:::.J..;~~~~~~ ,; ST. AUGUSTINE GRASS 6" DEEP SOIL ADJACENT PLAN77NG AREA, SE£ MASONRY SCREEN FENCE PER S£PARA T£ PERMIT 5££ LANDSCAPE PLANS 4" PERFORATED PIP£ W/-----------,-....._ P£RFORA 770NS ALONG BOTTOM MIN DEPTH 70" SOIL FILTER MIX 50% SAND 20% COMPOST RECESSED 1/4" FOR mAFFIC APPL/CATIONS. 1 /8" FOR PEDESmlAN APPL/CATIONS. ----NOS 6" CAST IRON/GALVANIZED STEEL/ POL YOLEFIN GRATE OR APPROVED EQUAL LANDSCAPE PLANS 50% AGGREGA T£ MULCH AND 50% COBBLE MULCH. A VG. 2" DEEP. REFER TO LANDSCAPE PLAN ROUGH GRADE AS SHOWN ON PLANS 30% TOPSOIL SLOPED AT 0.5% PLACED @ 10' O.C. BELOW TURF. 67.50 TW MIN PERGOLA TION RA TE OF 5"/HR 57.45 I.E. ~4• MIN __ c-;i~lbc=rr----------rF,==c!J_ ... ·_-. ·_.~CONCRETE · ·. ;WIDTH · · . , 1' (J'l ~tj' \ ',1...--~ (J{Gi\½ _~ · · ;.-:_;-,---.,-,--NOS PRO-SERIES CHANNEL ~PLANTABLE SOIL, EMERGENCY OVERFLOW 10" DRAIN OR APPROVED EQUAL PER LANDSCAPE PLANS HOP£ @ 1.00% CONNECTED TO STORM DRAIN 10" HOP£ ROOF DRAIN PER PLUMBING PLANS 57.50 /£ 5' FROM BLDG. _..:--c-'--1/2" OR 5/8" REBAR TIED :· -G£0T£X77LE FIL T£R FABRIC, TYP. Wli'AP DOWN 6" @ EDGE OF PAVEMENT MIN DEPTH 30" 61.65 RIM PR/VAT£ STORM DRAIN CL£ANOUT-~ PER DETAIL 10 BELOW 56.16 1.£.---!J 53.66 /.£.--+I ---,_~.L--6" WIDE 8" D££P CONG. HEADER ,,.....___..___57_ 13 I.E. ;x..._--10" HOP£ ROOF DRAIN AT 1.00% 4" OF C0,'1Cf,/£n,---' c.•, :,.,,': · AROUND £N77R£ PERIMETER 12" PRIVATE HOP£ STORM'---,~~ DRAIN @ 14.37% A-._ _ _, OPE OR PVC GEOMEMBRANE THICKNESS AT LEAST 30M/L NOT£: 5££ DETAIL 1A AT RIGHT FOR CROSS SEC770N QF, WALL AND 8/0R£T£NTION DETAIL 7: TRENCH DRAIN 1/8" OR 1/4" RECESS TRAFFIC APPLICATION NOT TO SCALE {SEE SHEET 5) 12" PERFORATED UND£RDRAIN@ 1.00%----~ 61.94 FG 4" PCC PAVEMENT FACILITY. Jt--7 ----------.J'W-= IN ¾" AGGGREGA T£ BAS£ GRAVEL 8£D. CONNECTED TO STORM DRAIN. DETAIL 1: BIORETENTION FACILITY UNDER EVENT LAWN NOT TO SCALE (SEE SHEET 4) 4" X 3" DOWNSPOUT 6.43 I.E. 8"CLEANOUT W/ WATERTIGHT CAP RIM 63.85 I.E. 60.43 TW 63.8 PROP. HOTEL A TTACH£D TO BUILDING EXTERIOR PER PLUMBING PLANS 8"x24" CONCRETE CURB,(TYP.), FLUSH WITH N£TLON, FOR . __ EXTENT OF FIR£. ACCESS LAN£·· - MARK "FIR£ LAN£" WITH 4" HIGH, ½" D££P BLOCK LETTERING, CAST IN TOP OF CURB (TYP.) MAX. 20' BETWEEN MARKINGS, £ND MARKINGS SHOULD 8£ WITHIN 2' OF CURB £ND, 5££ LANDSCAPE PLANS 8"x30" CONCRETE CURB,(TYP.), FLUSH _ •-. WITH N£TLON, FOR EXTENT OF FIR£ ACCESS LAN£ FF HARDSCAP£ AND/OR PLANTING AREA 3" SIDEWALK UND£RDRAIN PER RSD D-27 PROP. 4'' DIA PVC PIP£ @ 1% MIN GRADE PAN ," ::_--·· . ,"-~. _ .. ·--·-. ' < HOPE OR PVC GEOl.1EMBRANE > . THICKNESS AT LEAST 30M/L C.I.P CONCRETE WA~LMIN 8~ - THICK PROP, AC PAVING, DETAIL 2: ROOF DRAIN OUTLET TO CURB* NOT TO SCALE *NOT£: ROOF DRAIN MAY ALSO OUTLET DIRECTLY TO STORM DRAIN SYSTEM OR DA YL/GHT FLOW TO SURFACE AS SHOWN ON PLANS A.IJVA''C.e~ r1.1RF -'YS"n:'M (AT-! ~---------------'-,--.::-=--;'-'-'-'''--'-':....c.v___,-'-'-'-'------::-::-"-~'--------,--MARK "FIR£ LAN£" WITH 4" 8" THICK N£TLON A TS 400 OR £OU/VALENT HIGH, ½" D££P BLOCK SAND/SOIL/MESH ELEMENT BLEND PER LETTERING, CAST IN TOP OF f--1~---------24, __ ,___S_O_IL_S_£_N_GI_N_££_R_R_£_C_O_M_M_£N_D_A_Ti_lO_N_S __ _, CURB (TYP.) MAX. 20' 2% £0T£X77LE FIL T£R FABRIC 04" THICK ¾" AGGR£GA T£ BAS£ GRA V£L BED -. -· ' , . . --· -•-,_ .. ,,. -, . __ ,._ .. --- :-. . -.: -·--~:· '. :·_-: ' ·-'. '-'-'---=~~T£NSAR 'TX-5; o'!? £ci"ulvAL£NT i · G£0GRID DETAIL 3: FIRE ACCESS PATH 1 NOT TO SCALE (5££ SH££T 4, 5, 6) 1------VAR/£5 14'-24·'----~-------VARIES o•-10'·-------1 2% " THICK NETLON ATS 400 OR EQUIVALENT SAND/SOIL/MESH ELEMENT BLEND PER SOILS ENGINEER RECOMMENDATIONS 24, ___________ ----, £0T£X77LE FIL T£R FABRIC 4" THICK¾" AGGR£GA T£ AS£ GRAVEL 8£D 2% . . ,. : ~ _, •. . .-. >~ PCC S!Df ~~i',< . -PER RSD G-,,18 · -· · ·.· ·--· · --8"x24" CONCRETE CURB, FLUSH '--.C..C.-~-'-'-T£NSAR 'TX-5' OR ~QUIVAf_£Nf WITH SIDEWALK, FOR POR770N OF •· G£0GR/D . FIR£ ACCESS LAN£ DETAIL 4: FIRE ACCESS PATH 2 NOT TO SCALE {SE£ SHEET 4) B£TW££N MARKINGS, £ND MARKINGS SHOULD 8£ WITHIN 2' OF CURB £ND, 5££ LANDSCAPE PLANS 8"X24" CONCRETE CURB, FLUSH WITH N£TLON, FOR POR770N OF FIR£ ACCESS LAN£ MARK "FIR£ LAN£" WITH 4" HIGH, ½" D££P BLOCK LETTERING, CAST IN TOP OF CURB (TYP.) MAX. 20' B£TW££N MARKINGS, END MARKINGS SHOULD 8£ WITHIN 2' OF CURB END, 5££ LANDSCAPE PLANS 8"x15" CONCRETE CURB. FLUSH WITH SIDEWALK, FOR POR770N OF FIR£ ACCESS LAN£ 6" MAX PONDED WATER DEPTH WATER LEVEL 63.60 6" MAX PONDED WATER DEPTH WATER LEVEL 63.60 TW 63.8 MIN DEPTH 18"-~ SOIL FILTER MIX 50% SAND 20% COMPOST 30% TOPSOIL MIN PERGOLA TION RA TE OF 5"/HR 68.50' 6" DEEP MULCH i? PERFORATED ·- AT 0.6% IN¾" AGGGR£GAT£ GRAVEL 8£D. LATERAL SECTION VARIES 5.8'-7.8' . / 0~HOT£L BUILDING 6"DEEPMULH .•. HDP£ OR PVC G£0M£MBRAN£----i-i-_c-~-T-~-~---~-~~:.:~-T-~-.;,-~-~-~-~~--,:-7~--:i_ r---.- THICKN£SS AT L~:g~;gLAJ!LFABRIC . _ <: l 18" MIN. +--~ ~~ti c:,zc:[T£ -1.,i_ C:.. ]2~:;-::0f-· f:s;:.:l{fil~:~ ':i,i~~~i;f,;¼{1 .·+--/-~~12" MIN. THICK MIN DEPTH 7t3c~t( SOIL FILTER MIX 50% SAND 20% COMPOST 30% TOPSOIL MIN PERCOLATION RA TE OF 5"/HR . ·•'-'8" P£RFORA TED UND£RDRAIN T 0.5% IN ¾" AGGGR£GA T£ GRAVEL BED. CROSS SECTION DETAIL 9: FLOW-THROUGH PLANTER NOT TO SCALE 8"-18" RIM £LEVA 770N (5££ SHEET 9) DUC77L£ IRON FRAM£--,-----------. AND GRATE EITHER OPEN, SOLID, OR A TR/UM PER PLANS +-'4--+--1---------.- VA 1£5 4"-18" VARI 13' M X *(1) ADAPTERS CAN 8£ MOUNlli ON ANY ANGLE. /.£. PER PLANS 6" MIN. DETAIL 10: PRIVATE STORM DRAIN INLET/CLEANOUT NOT TO SCALE {SEE SHEET 5, 6, 7) Hofman Planning & Engineering 3152 Uonshead Avenue Carlsbad0 CA 92010 (760) 69,-4100 www.hofmanplanning.com AROUND FOOTER WITH WIRE PARKING smUCTIJR£ 42.00 FF 4'4" GEOTEX77LE FABRIC 2" THICK 3/4" AGGREGATE 3• coaaLE--~!'..:€::'!r.....+Le.d:~. 1 3' MIN. SOIL FILTER MIX 50% SAND 20% COMPOST 8" HOPE STORM DRAIN RISER W/A TR/UM DRAIN RIM 63.60 IE 60.05 8" HOP£ OUTFALL DRAIN AT 0. 6% 77£5 INTO PA 770 DRAIN SYSTEM 4" P£RFORA TED HOP£ PIPE DETAIL 11: VEGETATED BIOSWALE NOT TO SCALE {SEE SHEET 6) 67.33 TW MASONRY SCREEN WALL SEE PROFILE SHEET 12 AND DETAIL 8 SHEET 15 30% TOPSOIL MIN PERGOLA TION RA TE OF 5"/HR HOP£ OR PVC GEOMEMBRANE WITH A THICKNESS OF AT LEAST 30 MIL. ST. AUGUSTINE GRASS SEE SHEET FOR FOR FG ELEV. 6" DEEP SOIL MIN DEPTH 70" SOIL FILTER MIX 50% SAND 20% COMPOST 30% TOPSOIL MIN PERCOLA !ION RA TE OF 5"/HR EMERGENCY OVERFLOW 10" 4" P£RFORA TED PIP£ W/ HOP£ @ 1.00% CONNECTED>-P£RFORA 770NS ALONG BOTTOM TO STORM DRAIN.. SLOPED AT 0.5% PLACED @ ---<.,c •· -< 10' O.C. ACROSS TURF. 12" P£RFORA TED UND£RDRAIN~.f--f DC~~~~ ~~~~~~LGRA ~L 3/~£~GG~~~~ir~~:f ~r! -'--'-!,---"""""--'-;-'-'C• ·K~~f~ii":i;A ;; f ;;it1t£ NOT TO SCALE _ -c-. • ._.c+-::~:~c::;~;~~~L ~W~...._,.....,i"i {SEE SHEET 4) 53.33 TF OCK LINED SWALE PER -....,..;_,,._,.._,......,._,.VA~R'."1£'-S.,._.,.__,,._.'-"._,.,_,.,_,...,._...__,.._,""-"jL]:,, LANDSCAPE PLANS SEE LANDSCAPE PLANS FOR PLANTING IN THIS AREA 4-22.5 6" DEEP MULCH 6" MAX PONDED WATER DEPTH WATER LEVEL 4,Z.o I " P£RFORA TED UNDERDRAIN IN ¾" AGGGR£GA T£ BAS£ ''GRAVEL 8£D. "HOP£ UND£RDRAIN AT 0.5% 77£5 INTO V£G£TA TED SWALE DETAIL 15: BIORETENTION FACILITY 1 NOT TO SCALE (5££ SHEET 6) 18" HOPE STORM DRAIN RISER--~ W/AmlUM DRAIN SEE DEJAIL 10 A~ RIM 9.57 ~ IE . SEE LANDSCAPE PLANS FOR PLANTING IN THIS AREA fi!;.10.5 -20 6" DEEP MULCH APPROX. LOCATION OF EXIST. 12" H. . GAS LINE CONmACTOR TO USE EXmEM£ CAUTION WHEN £XCA VA TING IN THIS AREA 6" MAX PONDED WATER~ WAT£ LEVEL~_&. VARIES 5'-11.5' ££P£N£D F0077NG WHERE smucTJJRE ABUTS BIOR£TEN770N FACILITY II AS BUIL T 11 P.L. 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I -; : : ,-I;--i . -1--, :,1, OP ~-,,~.----11-1---1··,,--+-+-,-,-1. --',--t--t--~.l_-+~-1---+--+--+-, : j~ :--+--+-, -j--+--,--~: I :_ t---'--+-+-+--1---+-.. _ _, ! ---+--r-, - ,· '' cc 051211 STRUCTURAL-GENERAL NOTES MASONRY CONSTRUCTION-INSPECTIONS, REFERENCE TABLE OF REQUIRED 3) PROCEDURES FOR EXERCISING CONTROL WITH THE CONTRACTORS ORGANIZATION, THE METHOD OF FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. SEISMIC PER TABLE 1704.5.1/SECTION 1704.5 (SEE STRENGTH FOR MASONRY 4) IDENTIFICATION AND QUALIFICATIONS OF THE PERSON EXERCISING SUCH CONTROL AND SEISMIC DESIGN CATEGORY: D ALSO SECTION 1708.1 BELOW), INCLUDING ASSEMBLIES IN "REINFORCED UNIT DESIGN: soc-MASONRY" SECTION OF THEIR POSITIONS IN THE ORGANIZATION. GENERAL REQUIREMENTS SITE CLASSIFICATION PER CBC TABLE 1613.5.2 C STRUCTURAL GENERAL NOTES GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE SITE CLASS= 1. AT THE START OF MASONRY STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION SHALL BE PROVIDED FOR STRUC- "CALIFORNIA BUILDING CODE (CBC)", 2010 EDITION, HEREAFTER REFERRED TO AS THE CBC, AS SEISMIC IMPORTANCE FACTOR PER ASCE 7-05 TABLE 1.0 CONSTRUCTION VERIFY THE TURES CLASSIFIED AS SEISMIC DESIGN CATEGORY D. E AND FIN ACCORDANCE WITH CBC SEC- ADOPTED AND MODIFIED BY THE CITY OF CARLSBAD, CA UNDERSTOOD TO BE THE AUTHORITY 11.5-1 IE= FOLLOWING TO ENSURE COMPLIANCE: TION 1710 AND SECTION 107.3.4.1. ITEMIZED ELEMENTS REQUIRING STRUCTURAL OBSERVATION HAVING JURISDICTION (AHJ). FOR GENERAL CONFORMANCE: SPECTRAL RESPONSE ACCELERATION (SHORT PERIOD) 1.336 A. PROPORTIONS OF SITE-PREPARED X REFERENCE STANDARDS: REFER TO CHAPTER 35 OF 2009 CBC. WHERE OTHER STANDARDS Ss = MORTAR. A. CMU RETAINING WALLS TALLER THAN 8'0" IN HEIGHT. ARE NOTED IN THE DRAWINGS, USE THE LA TEST EDITION OF THE STANDARD UNLESS A SPE-SPECTRAL RESPONSE ACCELERATION (1-SECOND B. CONSTRUCTION OF MORTAR JOINTS. X CIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE 0.505 CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW SCHEDULED OBSERVA- THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. PERIOD) S1 = C. LOCATION OF REINFORCEMENT AND X TIONS TO OCCUR. FIELD (OBSERVATION) REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, SPECTRAL DESIGN RESPONSE COEFFICIENT (SHORT 0.890 G CONNECTORS THE CONTRACTOR, SPECIAL INSPECTOR AND THE AUTHORITY HAVING JURISDICTION. DEFINITIONS: THE FOLLOWING DEFINITIONS COVER THE MEANINGS OF CERTAIN TERMS USED IN PERIOD) Sos = . THESE NOTES: CONTRACTOR RESPONSIBILITY: PRIOR TO ISSUANCE OF THE BUILDING PERMIT, THE CONTRAC- SPECTRAL DESIGN RESPONSE COEFFICIENT (1-SECOND 0.438 G 2. VERIFY: TOR IS REQUIRED TO PROVIDE THE AUTHORITY HAVING JURISDICTION A SIGNED, WRITTEN AC- "ARCHITECT/ENGINEER' -THE ARCHITECT OF RECORD AND THE STRUCTIURAL ENGINEER OF PERIOD) So,= KNOWLEDGEMENT OF THE CONTRACTOR'S RESPONSIBILITIES ASSOCIATED WITH THE ABOVE RECORD. A. SIZE AND LOCATION OF STRUCTURAL X STATEMENT OF SPECIAL INSPECTIONS ADDRESSING THE REQUIREMENTS LISTED IN CBC SEC- ELEMENTS. TION 1709. CONTRACTOR IS REFERRED TO CBC CHAPTER 1707.6 AND 1707.7 FOR ARCHITEC- • "STRUCTURAL ENGINEER OF RECORD" (SER) -THE STRUCTURAL ENGINEER WHO IS LI-DESIGN LIVE AREA LIVE LOADS REMARKS & TURAL AND MEP BUILDING SYSTEMS THAT MAY BE SUBJECT TO ADDITIONAL INSPECTIONS CENSED TO STAMP & SIGN THE STRUCTURAL DOCUMENTS FOR THE PROJECT. THE SER LOADS {PSF) UNO FOOTNOTES B. TYPE, SIZE, LOCATION, AND X (BASED ON THE BUILDING'S DESIGNATED SEISMIC DESIGN CATEGORY LISTED IN THE CRITERIA), IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM. PLACEMENT OF ANCHORS, INCLUDING INCLUDING ANCHORAGE OF HVAC DUCTWORK CONTAINING HAZARDOUS MA TE RIALS, PIPING OTHER DETAILS OF ANCHORAGE OF SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC • "SUBMIT FOR REVIEW" -SUBMIT TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO BALCONY RAILING & GUARDRAILS 50 PLF ANY DIRECTION OR MASONRY TO STRUCTURAL MEMBERS, MATERIALS, ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER, EXTERIOR FABRICATION OR CONSTRUCTION. 200 LBS (1) FRAMES OR OTHER CONSTRUCTION. WALL PANELS AND SUSPENDED CEILING SYSTEMS. DRIVEWAYS, SIDEWALKS AND YARDS 300 8000 LB WHEEL • "PER PLAN" -INDICATES REFERENCES TO THE STRUCTURAL PLANS, ELEVATIONS AND SUBJECT TO TRUCKS LOAD C. SPECIFIED SIZE, GRADE, PLACEMENT, X PREFABRICATED (;ONSTRUCTION ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO STRUCTURAL GENERAL NOTES. AND TYPE OF REINFORCEMENT AND CBC SECTION 1703. CONNECTORS ( 1) TO BE APPLIED HORIZONTALLY AT RIGHT ANGLE TO THE TOP RAIL. D. PROTECTION OF MASONRY DURING X SOILS AND FOUNDATIONS OTHER DRAWINGS: REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTIURAL COLD WEATHER (TEMPERATURE AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DI-SUBMITTAL$ BELOW 40 DEGREES F) OR HOT REFERENCE STANDARDS: CONFORM TO CBC CHAPTER 18 "SOILS AND FOUNDATIONS." MENSIONS, ELEVATIONS, SLOPES, FINISHES, DRAINS, WATERPROOFING, RAILINGS, MECHANICAL SUBMIT FOR REVIEW: SUBMITTALS OF SHOP DRAWINGS ARE REQUIRED FOR ITEMS NOTED IN WEATHER (TEMPERATURE ABOVE 90 UNIT LOCATIONS, AND OTHER ITEMS. GEOTECHNICAL REPORT: RECOMMENDATIONS CONTAINED IN GEOTECHNICAL INVESTIGATION THE INDIVIDUAL MATERIALS SECTIONS. E. INSTALLATION OF POST-INSTALLED X PROJECT NUMBER 0703-002-01 BY GEOTECHNICS INCORPORATED DATED APRIL 24, 2009 WERE STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL ADHESIVE ANCHOR BOLTS IN CMU (SEE USED FOR DESIGN. CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF SUBMITTAL REVIEW PERIOD: SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A MINIMUM OF ALSO POST INSTALLED ANCHORS TO THE WORK. USE DETAILS MARKED "TYPICAL" WHEREVER THEY APPLY. TWO WEEKS FOR REVIEW BY THE ARCHITECT/ENGINEER PRIOR TO THE ONSET OF FABRICA-CONCRETE AND MASONRY SECTION CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE TION. BELOW). GEOTECHNICAL REPORT AND SHALL FOLLOW THE RECOMMENDATIONS SPECIFIED THEREIN IN- STRUCTURAL RESPONSIBILITIES: THE STRUCTURAL ENGINEER (SER) IS RESPONSIBLE FOR THE 3 .. PRIOR TO GROUTING VERIFY THE CLUDING, BUT NOT LIMITED TO, SUBGRADE PREPARATIONS, PILE INSTALLATION PROCEDURES, STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED FORM. GENERAL CONTRACTOR'S PRIOR REVIEW: PRIOR TO SUBMISSION TO THE ARCHITECT/ GROUND WATER MANAGEMENT AND STEEP SLOPE BEST MANAGEMENT PRACTICES." ENGINEER, THE CONTRACTOR SHALL REVIEW THE SUBMITTAL FOR COMPLETENESS. DIMEN-FOLLOWING TO VERIFY COMPLIANCE. ' COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCU-SIONS AND QUANTITIES ARE NOT REVIEWED BY THE SER, AND THEREFORE, MUST BE VERIFIED A. GROUT SPACE IS CLEAN. X GEOTECHNICAL SUBGRADE INSPECTION: THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL RACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; BY THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE ANY NECESSARY DIMENSIONAL SUB-GRADES AND PREPARED SOIL BEARING SURFACES, PRIOR TO PLACEMENT OF FOUNDA- FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PER-DETAILS REQUESTED BY THE DETAILER AND PROVIDE THE CONTRACTOR'S REVIEW STAMP AND B. PLACEMENT OF REINFORCEMENT AND X TION REINFORCING STEEL AND CONCRETE. GEOTECHNICAL ENGINEERS SHALL PROVIDE A LET- FORMING WORK IN A SAFE AND SECURE MANNER. SIGNATIURE BEFORE FORWARDING TO THE ARCHITECT/ENGINEER. CONNECTORS TER TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUN- SHOP DRAWING REVIEW: ONCE THE CONTRACTOR HAS COMPLETED HIS REVIEW, THE SER WILL C. PROPORTIONS OF SITE-PREPARED X DATION BEARING PRESSURE(S)" SHOWN BELOW. MEANS, METHODS AND SAFETY REQUIREMENTS: THE CONTRACTOR IS RESPONSIBLE FOR THE [ASSUMED VALUES SHALL BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNI- MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS REVIEW THE SUBMITTAL FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND THE GROUT CAL ENGINEER PRIOR TO PLACING CONCRETE.] OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEAL TH). CONTRACT DOCUMENTS OF THE BUILDING AND WILL STAMP THE SUBMITTAL ACCORDINGLY. D. CONSTRUCTION OF MORTAR JOINTS. X MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM DESIGN SOIL VALUES: BRACING/SHORING DESIGN ENGINEER: THE CONTIRACTOR SHALL AT HIS DISCRETION EMPLOY COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THERE 4. VERIFY GROUT PLACEMENT TO X SAFETY FACTOR PER SOILS REPORT.. ..................... 1.5 AN SSE, A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRAC-FROM. ENSURE COMPLIANCE WITH CODE AND ALLOWABLE FOUNDATION BEARING PRESSURE ..... 2500 PSF -COMPACTED FILL ING AND SHORING. CONSTRUCTION DOCUMENT PASSIVE LATERAL PRESSURE. . ............................ .. 350 PSFIFT SHOP DRAWING DEVIATIONS: WHEN SHOP DRAWINGS (COMPONENT DESIGN DRAWINGS) DIFFER PROVISIONS. ACTIVE LATERAL PRESSURE (UNRESTRAINED) ....... 35 PSF/FT TEMPORARY SHORING BRACING: THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND FROM OR ADD TO THE REQUIREMENTS OF THE STRUCTIURAL DRAWINGS THEY SHALL BE DE-5. OBSERVE PREPARATION OF REQUIRED ACTIVE LATERAL PRESSURE (RESTRAINED) ........... 55 PSFIFT STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SIGNED AND STAMPED BY THE RESPONSIBLE SSE. X SEISMIC LATERAL PRESSURE .................................. 12H PSF GROUT SPECIMENS, MORTAR SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE SPECIMENS, AND/OR PRISMS. COEFFICIENT OF SLIDING FRICTION ......................... 0.4 STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE TESTS AND INSPECTIONS WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXE CUT-6. VERIFY COMPLIANCE WITH REQUIRED X FOUNDATIONS AND FOOTINGS: FOUNDATIONS SHALL BEAR ON EITHER ON COMPETENT NATIVE ING IT PROPERLY. INSPECTIONS: SPECIAL INSPECTIONS SHALL BE DONE IN ACCORDANCE THE STATEMENT OF INSPECTION PROVISIONS OF THE SOIL OR COMPACTED STRUCTURAL FILL AS PER THE GEOTECHNICAL REPORT. EXTERIOR PE- SPECIAL INSPECTIONS PER 1704 AND 1705. FOUNDATIONS AND WALLS ARE SUBJECT TO IN-CONSTRUCTION DOCUMENTS AND THE RIMETER FOOTINGS SHALL BEAR NOT LESS THAN 24 INCHES BELOW FINISH GRADE. UNLESS CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EX-SPECTION BY THE GRADING INSPECTOR IN ACCORDANCE WITH CBC 109.3. CONTRACTOR SHALL APPROVED SUBM ITTA LS. . OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER AND/OR THE BUILDING OFFICIAL. CEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF COORDINATE ALL REQUIRED INSPECTIONS WITH THE GRADING INSPECTOR. PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR FOOTING DEPTH: TOPS OF FOOTINGS SHALL BE AS SHOWN ON PLANS WITH VERTICAL BRACING/SHORING. SPECIAL INSPECTORS: SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO PRO-CHANGES AS INDICATED WITH STEPS IN THE FOOTINGS; LOCATIONS OF STEPS SHOWN AS AP- VIDE SPECIAL INSPECTIONS FOR THE PROJECT. SPECLI\L INSPECTORS SHALL BE QUALIFIED PROXIMATE AND SHALL BE COORDINATED WITH THE CIVIL GRADING PLANS TO ENSURE THAT CHANGES IN LOADING: THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF PERSONS WHO ARE REGISTERED WITH THE CITY OF CARLSBAD. TABLE 1704.7 -INSPECTION OF SOILS SOILS INSPECTIONS SHALL BE THE EXTERIOR PERIMETER FOOTINGS BEAR NO LESS THAN 24 INCHES BELOW FINISH GRADE. - - ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE (INCLUDING SECTION 1704.7) PERFORMED BY THE RE GISTE RED OR AS OTHERWISE INDICATED BY THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL. STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT STATEMENT OF SPECIAL INSPECTIONS PER 1704 AND 1705. SPECIAL INSPECTIONS AND TESTNG DESIGN PROFESSIONAL IN DOCUMENTS (ARCHITECTURAL I STRUCTIURAL I MECHANICAL I ELECTRICAL OR PLUMBING ARE REQUIRED BY 1704, 1707 AND 1708 FOR THE FOLLOWING: RESPONSIBLE CHARGE (SOILS CAST-IN-PLACE CONCRETE DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL ENGINEER OR GEOTECHNICAL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS. PROVIDE MARKED-UP STRUCTURAL PLAN ENGINEER OF RECORD). WHO HAS REFERENCE STANDARDS: CONFORM TO: INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHI-SCHEDULE OF SPECIAL INSPECTION PREPARED THE APPROVED (1) ACI 301-05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", TE CT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. NOTATION USED IN TABLE: GEOTECHNICAL INVESTIGATION (2) CBC CHAPTER 19-CONCRETE, ,REPORT NOTED IN SOILS AND (3) ACI 318-08/318R-08 NOTE PRIORITIES: PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDI-FOUNDATIONS SECTION OF (4) ACI 117-10 VIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STIRUCTURAL GEN-COLUMN HEADERS: STRUCTURAL-GENERAL NOTES. ERAL NOTES. C INDICATES CONTINUOUS INSPECTION IS REQUIRED. FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, p INDICATES PERIODIC INSPECTIONS ARE REQUIRED. THE NOTES AND OR CONTRACT 1. VERIFY MATERIALS BELOW FOOTINGS X SP-15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS DOCUMENTS SHOULD CLARIFY. ARE ADEQUATE TO ACHIEVE THE AND ASTM REFERENCES." PLAN/DETAILS OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE DESIRED BEARING CAPACITY. WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH!-BOX ENTRIES: CONCRETE MIXTURES: CONFORM TO ACI 301 SECTION 4 "CONCRETE MIXTURES" AND CBC SEC- TE CT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND X IS PLACED IN THE APPROPRIATE COLUMN TO DENOTE EITHER "C" CONTINUOUS OR "P" 2. VERIFY EXCAVATIONS ARE EXTENDED X TION 1904.3. IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PERIODIC INSPECTIONS. TO PROPER DEPTH AND HAVE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMIS--DENOTES AN ACTIVITY THAT IS EITHER A ONE-TIME ACTIVITY OR ONE WHOSE FRE-REACHED PROPER MATERIAL. MATERIALS: CONFORM TO ACI 301 SECTION 4.2.1 "MATERIALS" FOR REQUIREMENTS FOR CE MEN- SION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO QUENCY IS DEFINED IN SOME OTHER MANNER. 3. PERFORM CLASSIFICATION AND X TITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. 051211 c_, CI WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCU-ADDITIONAL DETAIL REGARDING INSPECTIONS AND TESTS ARE PROVIDED IN THE PROJECT TESTING OF CONTROLLED FILL MENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DE- SPECIFICATIONS OR NOTES ON THE DRAWINGS. 4. VERIFY USE OF PROPER MATERIALS, X SIGNS FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT DENSITIES AND LIFT THICKNESSES TESTS SHALL NOT BE OLDER THAN 12 MONTHS PER ACI 318 SECTION 5.3. THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE CONCRETE CONSTRUCTION-PER TABLE DURING PLACEMENT AND COMPACTION BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE 1704.4/SECTION 1704.4, INCLUDING OF CONTROLLED FILL AS WELL AS ANY TABLE OF MIX DESIGN REQUIREMENTS WORK. REQUIREMENTS NOTED IN THE 1. INSPECTION OF REINFORCING STEEL. X GEOTECHNICAL REPORT LISTED UNDER ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT SOILS AND FOUNDATIONS SECTION OF MEMBER STRENG TEST MAXIMUM EXPOSU MAX AIR NOTES UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. 2. INSTALLATION OF POST-INSTALLED X STRUCTURAL GENERAL NOTES TYPE/LOCATION TH AGE AGGREGA RE WIC CONTEN (1 TO ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT ADHESIVE ANCHOR BOLTS IN F'C (PSI) (DAYS) TE CLASS RAllO T 8TYPICA NECESSARILY COMPLETE. CONCRETE (SEE ALSO POST INSTALLED 5. PRIOR TO PLACEMENT OF X LUNO) ANCHORS TO MASONRY SECTION CONTROLLED FILL, OBSERVE FOOTINGS 4000 28 1" SUBGRADE AND VERIFY THAT SITE HAS - - -- ALTERNATES: ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPEC!-4. VERIFYING USE OF REQUIRED DESIGN X REFERENCE TABLE OF MIX DESIGN BEEN PREPARED PROPERLY. FIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE ARCH!-MIX REQUIREMENTS AND MIX DESIGN c• TECT/ENGINEER FOR REVIEW. AL TERNA TE MATERIALS THAT ARE SUBMITTED WITHOUT ADE-NOTES IN "CAST-IN-PLACE QUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN IN-CONCRETE" SECTION OF PROPERLY COMPLETE AND SIGN THE PROPERTY OWNER/CONTRACTOR AGREEMENT FORM FOR II AS BUILT" TENT OF MA TE RIALS SPECIFIED MAY BE RETURNED WITHOUT REVIEW. AL TERNA TES THAT RE-STRUCTURAL GENERAL NOTES. SPECIAL INSPECTION, CONSTIRUCTION MATERIALS TESTING AND, STRUCTIURAL OBSERVATION. QUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE IT MUST BE SUBMITTED AT PERMIT SERVICES DIVISION PRIOR TO ISSUANCE OF PERMIT. TABLE OF MIX DESIGN REQUIREMENTS NOTES: J-l--x \~X OWNER. 5. AT TIME FRESH CONCRETE IS SAMPLED X 41-·1'> TO FABRICATE SPECIMENS FOR THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR CONSTRUC-(1) WIC RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL DESIGN CRITERIA AND LOADS STRENGTH TESTS, PERFORM SLUMP TION OF ITEMS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO THE COM-WEIGHT OF CEMENTITIOUS MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY RCE ;,~~,i .EXP, \2·3) 12 AND AIR CONTENT TESTS AND MENCEMENT OF WORK. THE CONTRACTORS STATEMENT SHALL CONTAIN: STRENGTH NOTED IN THE TABLE OF MIX DESIGN REQUIREMENTS AND DURABILITY RE-DATE DETERMINE THE TEMPERATURE OF THE QUIREMENTS GIVEN IN ACI 318 SECTION 4.3. OCCUPANCY: OCCUPANCY CA TE GORY OF BUILDING PER 2009 CBC TABLE NA CONCRETE. 1) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN Rz: BY, 1604.5 = THE STATEMENT OF SPECIAL INSPECTIONS. I fz.~fi 1J. 6 INSPECTION FOR MAINTENANCE OF X 2) ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE ,.,J 4. t¼.. SPECIFIED CURING TEMPERATURE AND WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. !~SPECTOR...-1 D~TE TECHNIQUES. WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM ~ CITY OF CARLSBAD m BASIC WIND SPEED 85 4 ENGINEERING DEPARTMENT 6 MPH DC~ GRADING PLANS FOR: EXPOSURE CA TE GORY D HILTON CARLSBAD WIND IMPORTANCE 1.0 ;,P?,CfESS1~ BEACH RESORT lw= ~<,\)~'( JJ, <'.'J¾ ~ ~ n ~in~~ !Al~® INTERNAL PRESSURE COEFFICIENT +/-0.18 't'V .. '1 525 B STREET• SUITE 750 RP 05-11 CPI= -.. ~ SAN DIEGO, CALIFORNIA 92101 A~1E°i 7~ -f)~ GLEN K VAN lESKI I~ I'--. S39 I, TOPOGRAPHIC FACTOR 1.0 PHONE: (619) 234-0501 • FAX (619) 234-0582 !/it, 1£ KZT= • Ex1. 12/7.•·11 ... WEBSITE: www.dci-engineers.com SENIOR CML ENGINEER PE 41204 EXPIRES 3/31/13 DATE J'1 ~~~ '<' CIVIL/ STRUCTURAL '3,-7-/!,-/f ,, \ A-p £) t!V s/7'7' 4111>/11 c,,VF' © Copyright 0J/2011 D'Amoto Con\lffl"Sano Inc. t\1I Rights Reserved DWN BY: PROJECT NO. WIND ANALYSIS PROCEDURE USED: METHOD 2 -DATE INITIAL I DRAWING NO. If OF CALI' n,;, documo,;,l, ar,:I tho ideas and doo;g., may r.ot 00 -in -.11010 or DATE INITIAL DATE INITIAL CHKD BY:~ ANALYTICAL ;n ~ ,.rtt,o,Jt orffl,o l>"rml,.Ton from D'Amoto C<wwor90r,o In!:. REVISION DESCRIPTION SDP 05-14 468-3A D'N<IGlo CorMlrl!OOO Ir,,_ <fioi:ICllm, any ... pon .. blllly fur II> unoulhori1od """· ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: I n C -~ ~ .J::i, G') 0 .i::,. -0, ~ (X) ·-· 0, I w L. )> (2) CEMENTITIOUS MATERIALS: A. THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 318 SECTIONS 4.3.1 AND 4.42. MAXIMUM AMOUNT OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. B. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS LISTED IN ACI 318 SECTION 3.2.1. (3) AIR CONTENT: CONFORM TO ACI 318 SECTION 4.4.1. MINIMUM STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE. IF FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER. CONCRETE SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR TOLERANCE IS ±1-½%, AIR CONTENT SHALL BE MEAS- URED AT POINT OF PLACEMENT. (4) AGGREGATES SHALL CONFORM TO ASTM C33. (5) SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. (6) CHLORIDE CONTENT: CONFORM TO ACI 318 SECTION 4.3.1. (7) NON-CHLORIDE ACCELERATOR. NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50"F AT THE CONTRACTOR'S OPTION. (8) ACI 318, SECTION 4 EXPOSURE CLASSES SHALL BE ASSUMED TO BE [FD]. [SO]. [PO], AND [CO] UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED IN THE TABLE OF MIX DESIGN REQUIREMENTS THAT MODIFY THESE BASE REQUIREMENTS. (9) CORROSION INHIBITING ADMIXTURE: CONCRETE WITH A MARINE EXPOSURE SHALL CON- TAIN 4-½ GALLONS OF CALCIUM NITRITE PER CUBIC YARD. FORMWORK & RES HO RING: CONFORM TO ACI 301 SECTION 2 "FORMWORK AND FORM ACCESSO- RIES." REMOVAL OF FORMS SHALL CONFORM TO SECTION 2.3.2 EXCEPT STRENGTH INDICATED IN SECTION 2.3.2.5 SHALL BE 0.75 F' C. RESHORING SHALL CONFORM TO SECTION 2.3.3. CON- TRACTOR SHALL SUBMIT FORMWORK REMOVAL AND RES HORE INSTALLATION PROCEDURE AND DRAWINGS AS APPLICABLE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR THE SER'S INFORMATION. MEASURING MIXING AND DELIVERY: CONFORM TO ACI 301 SECTION 4.3. HANDLING PLACING CONSTRUCTING AND CURING: CONFORM TO ACI 301 SECTION 5. IN ADDI- TION, HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305.1-06 AND COLD WEATHER CON- CRETING SHALL CONFORM TO ACI 306.1-90. CONCRETE CURING: PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: (1)USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO CONCRETE. (2) APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE RE- QUIREMENTS OF ASTM C 309-07 AND THE MANUFACTURER'S RECOMMENDATIONS (3) APPLY SPECIFIED CURING COMPOUND TO CONCRETE SLABS AS SOON AS FINAL FINISHING OPERATIONS ARE COMPLETE (WITHIN 2 HOURS AND AFTER SURFACE WATER SHEEN HAS DISAPPEARED). APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. RECOAT AREAS SUB- JECTED TO HEAVY RAINFALL WITHIN 3 HOURS AFTER INITIAL APPLICATION. MAINTAIN CON- TINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. (4) USE CURING COMPOUND COMPATIBLE WITH AND APPLIED UNDER DIRECTION OF SYSTEM MANUFACTURER OF PROTECTIVE SEALER. (5) APPLY TWO SEPARATE COATS WITH FIRST ALLOWED TO BECOME TACKY BEFORE APPLY- ING SECOND. DIRECTION OF SECOND APPLICATION SHALL BE AT RIGHT ANGLES TO DIREC- TION OF FIRST CONSTRUCTION JOINTS: CONFORM TO ACI 301 SECTIONS. 2.2.2.5, 5.2.2.1 AND 5.3.2.6. CONSTRUC- TION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. SUBMIT AL TERNA TE LOCATIONS PER ACI 301 SECTION 5.1.2.3A FOR REVIEW AND APPROVAL BY THE SER TWO WEEKS MINIMUM PRIOR TO FORMING. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RE- TARDANT, PORTLAND CEMENT GROUT OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CON- CRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITEC- TURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. SHRINKAGE: CONCRETE SLABS WILL CONTINUE TO SHRINK AFTER INITIAL PLACEMENT OF CON- CRETE. CONTRACTOR AND SUBCONTRACTOR SHALL COORDINATE JOINTING AND INTERIOR MA- TERIAL FINISHES TO PROVIDE ADEQUATE TOLERANCE FOR EXPECTED STRUCTURAL FRAME SHRINKAGE. STRENGTH TESTING AND ACCEPTANCE TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.6.4.2. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT AL- TERNA TE INTERVALS THAN SHOWN BELOW. • CURE 4 CYLINDERS FOR 28-DAY TEST AGE. TEST 1 CYLINDER AT 7 DAYS, TEST2 CYLIN- DERS AT 28 DAYS, AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE ENGINEER DI- RECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS. ACCEPTANCE. STRENGTH IS SATISFACTORY WHEN: (1) THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH. (2) NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI A "TEST' FOR ACCEPTANCE IS THE AVERAGE STRENGTH OF TWO 6 BY 12 IN. CYLINDERS OR THREE 4 BY 8 IN. CYLINDERS TESTED AT THE SPECIFIED TEST AGE. CONCRETE PLACEMENT TOLERANCE: CONFORM TO ACI 117-10 FOR CONCRETE PLACEMENT TOLERANCE. CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: (1) ACI 301-05 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SECTION 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." (2) ACI SP-66-04 "ACI DETAILING MANUAL" INCLUDING ACI 315-99 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (3) CRSI MSP-09, 28TH EDITION, "MANUAL OF STANDARD PRACTICE." (4) ANSI/AWS D1.4 "STRUCTURAL WELDING CODE -REINFORCING STEEL" (5) CBC CHAPTER 19-CONCRETE. (6) ACI 318-08. (7) ACI 117-10 SUBMITTALS: CONFORM TO ACI 301 SECTION 3.1.1 "SUBMITTALS, DATA AND DRAWINGS." SUBMIT PLACING DRAWINGS SHOWING FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. MATERIALS: REINFORCING BARS .................................... ASTM A615, GRADE 60, DEFORMED BARS. WELDABLE REINFORCING BARS .................. ASTM A706, GRADE 60, DEFORMED BARS. BAR SUPPORTS ............................. , ........... CRSI MSP-09, CHAPTER 3 "BAR SUPPORTS." TIE WIRE ...................................................... 16 GAGE OR HEAVIER, BLACK ANNEALED. FABRICATION: CONFORM TO ACI 301, SECTION 3.2.2. "FABRICATION", AND ACI SP-66 "ACI DETAIL- ING MANUAL." WELDING: BARS SHALL NOT BE WELDED UNLESS AUTHORIZED. WHEN AUTHORIZED, CONFORM TO ACI 301, SECTION 3 2.2.2. "WELDING" AND PROVIDE ASTM A706, GRADE 60 REINFORCEMENT. PLACING: CONFORM TO ACI 301, SECTION 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO ACI 117. CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE IN THE DRAWINGS. CONCRETE CAST AGAINST EARTH .............. 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" BARS IN SLABS....... .. ............................... ¼" BARS IN WALLS ............................................ ¾" SPLICES: CONFORM TO ACI 301, SECTION 3.3.2.7, "SPLICES". REFER TO "TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE" FOR TYPICAL REINFORCEMENT SPLICES. SPLICES INDI- CATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE SCHEDULE. MECHANICAL CONNEC- TIONS MAY BE USED WHEN APPROVED BY THE SER FIELD BENDING: CONFORM TO ACI 301 SECTION 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. BARS SHALL NOT BE BENT PAST 45 DEGREES. TYPICAL CONCRETE REINFORCEMENT: UNLESS NOTED ON THE PLANS, CONCRETE WALLS SHALL HAVE THE FOLLOWING MINIMUM REINFORCEMENT. CONTRACTOR SHALL CONFIRM MINI- MUM RE IN FORCE ME NT OF WALLS WITH SER PRIOR TO REBAR FABRICATION. REINFORCED UNIT MASONRY REFERENCE STANDARDS: CONFORM TO: 1) CBC CHAPTER 21 "MASONRY." 2) ACI 53D-08/ASCE 5-08/TMS 402-08 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES." HEREIN REFERENCED AS MSJC. 3) ACI 530.1-08/ASCE 6-08/TMS 602-08 "SPECIFICATION FOR MASONRY STRUCTURES." HERE IN REFERENCED AS MSJC.1. 4) ACI SP-66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CON- CRETE REINFORCEMENT." 5) ANSI/AWS D1.4 "STRUCTURAL WELDING CODE -REINFORCING STEEL." SUBMITTALS: CONFORM TO MSJC.1 SECTION 1.5. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUD- ING: 1) MASONRY REINFORCEMENT, SIZE, LAYOUT, AND GRADE IN ACCORDANCE WITH PLANS. 2) MATERIAL CERTIFICATES FOR ALL STEEL REINFORCING, ANCHORS, TIES AND METAL AC- CESSORIES CERTIFYING COMPLIANCE WITH REQUIRED STRENGTH, GRADE AND ASTM STANDARDS. 3) CERTIFICATION LETTERS FOR MASONRY BLOCK AND GROUT MIX DESIGN CERTIFYING COMPLIANCE WITH REQUIRED STRENGTH AND RESPECTIVE ASTM STANDARDS. 4) MIX DESIGNS FOR EACH GROUT MIX INDICATING TYPE AND PROPORTIONS OF INGREDI- ENTS IN COMPLIANCE OF PROPORTION SPECIFICATION. 5) LOCATION OF EXPANSION AND CONTROL JOINTS. 6) PRODUCT INFORMATION, ICC ESR REPORTS AND MATERIAL CERTIFICATIONS CERTIFY- ING COMPLIANCE FORA LL NON-PRE-APPROVED POST-INSTALLED ANCHORS. STRENGTH THE ASSUMED COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLAGE, F'M, IS 1500 PSI BASED ON CBC SECTION 2105.2.2.1.2 FOR CONCRETE MASONRY AND 2000 PSI BASED ON CBC SECTION 2105.2.2.1.1 FOR CLAY MASONRY MATERIALS: 1) CONCRETE MASONRY UNITS: CONFORM TO ASTM C 90, TYPE-I (MOISTURE CONTROLLED), MEDIUM WEIGHT (APPROX. 115 PCF) UNITS. PROVIDE 1900 PSI COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED ABOVE UNDER STRENGTH. 2) SPLIT-FACE CONCRETE MASONRY UNITS: CONFORM TO ASTM C 90, TYPE-I (MOISTURE CONTROLLED), MEDIUM WEIGHT (APPROX 115 PCF) UNITS. PROVIDE 1900 PS I COMPRES- SIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED ABOVE UNDER STRENGTH. UNITS SHALL CONTAIN RECOMMENDED AMOUNT OF ADDITIVE "DRY-BLOCK" OR EQUIVALENT. 3) MORTAR: CONFORM TO ASTM C270, TYPES, AND CBC SECTION 2103.8 "MORTAR." 4) GROUT: CONFORM TO ASTM C476 AND CBC SECTION 2103.12 PROPORTION SPECIFICA- TIONS. USE FINE GROUT EXCEPT COARSE GROUT MAY BE USED WHERE PERMIT.TED BY MSJC TABLE 1.16.1. 5) REINFORCING BARS CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS AND CBC SECTION 2103.13UNLESS NOTED OTHERWISE. LAP SPLICES SHALL BE AS NOTED ON PLANS. FABRICATION SHALL BE IN ACCORDANCE WITH MSJC.1 SECTION 2.7. 6) JOINT REINFORCEMENT: CONFORM TO ASTM A951 AND CBC SECTION 2103.13. 7) ANCHORS TIES AND ACCESSORIES: CONFORM TO CBC SECTION 2103.13AND MSJC.1 SECTION 2.4D. 8) WATER: SHALL BE CLEAN AND POTABLE. 9) ADMIXTURES: ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY SER. 10) POST-INSTALLED ANCHORS IN MASONRY: REFERENCE THE POST-INSTALLED ANCHORS SECTION FOR APPLICABLE POST-INSTALLED ANCHORS TO MASONRY. 11) SECOND-HAND UNITS: SHALL NOT BE USED UNLESS APPROVED BY SER. QUALITY ASSURANCE: CONFORM TO CBC SECTION 2105 "QUALITY ASSURANCE". 1) MASONRY UNITS: A LETTER OF CERTIFICATION FROM THE MANUFACTURER OF THE UNITS SHALL BE PROVIDED TO THE SER AT THE TIME OF, OR PRIOR TO, THE DELIVERY OF THE UNITS TO THE JOBSITE' TO ENSURE THE UNITS HAVE BEEN TESTED ACCORDING TO ASTM C 140 AND COMPLY WITH THE COMPRESSIVE STRENGTH SPECIFIED ABOVE AND ASTM C 90. 2) MORTAR: NO MORTAR TESTING IS REQUIRED. 3) GROUT: A LETTER OF CERTIFICATION FROM THE SUPPLIER OF THE GROUT SHALL BE PROVIDED TO THE SER AT THE TIME OF, OR PRIOR TO, DELIVERY OF THE GROUT TO THE JOBS ITE TO ENSURE THAT THE GROUT COMPLIES WITH ASTM C 476. 4) MASONRY PRISMS: MASONRY PRISM TESTING TO CONFORM TO THE REQUIREMENTS OF CBC SECTION 21052.2.2. DURING CONSTRUCTION BUILD AND TEST SETS OF THREE PRISMS IN ACCORDANCE WITH ASTM C 1314. BUILD PRISMS UNDER OBSERVATION OF THE SPECIAL INSPECTOR OR AN APPROVED AGENCY AND TEST BY AN APPROVED AGENCY. TEST A SET OF PRISMS FOR EACH 5000 SF OF WALL AREA. PRISM TESTS PRIOR TO CONSTRUCTION ARE NOT REQUIRED. DELIVERY STORAGE AND HANDLING: DELIVERY, STORAGE AND HANDLING OF MATERIALS USED FOR MASONRY CONSTRUCTION SHALL BE PER MSJC.1, SECTION 1.7. SPECIAL INSPECTION: SPECIAL INSPECTIONS SHALL BE PERFORMED PER THE "TESTS AND IN- SPECTIONS" SECTION OF THE STRUCTURAL GENERAL NOTES. ANCHORS TIES AND CONNECTORS: MASONRY ANCHORS, TIES AND CONNECTORS SHALL BE AS SPECIFIED ON STRUCTURAL DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR MASONRY ANCHOR TIES NOT INCLUDED ON THE STRUCTURAL DRAWINGS. EMBEDDED ITEMS: EMBEDDED ITEMS AND ACCESSORIES SHALL BE IN ACCORDANCE WITH MSJC SECTION 1.15.2 AND INSTALLED IN ACCORDANCE WITH MSJC.1 SECTION 3.3E. POSITION AND SE- CURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON- STRUCTURAL EMBEDDED ITEMS BEFORE PLACING GROUT CONTRACTOR SHALL REFER TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ETC. AND COORDINATE ALL EMBEDDED ITEMS. MASONRY REINFORCING STEEL: MASONRY REINFORCING SHALL BE AS NOTED ON PLANS AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH CBC SECTIONS 2104.1.1, 2106, 2108 AND MSJC SECTION 1.13. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REIN- FORCEMENT SHALL BE AS FOLLOWS: LINTELS: REINFORCED MASONRY LINTELS TO BE INSTALLED OVER ALL OPENINGS UNLESS OTH- ERWISE INDICATED ON DRAWINGS. DO NOT SPLICE REINFORCING BARS WITHIN LINTELS AND MAINTAIN 8 INCH BEARING MINIMUM ON EACH SIDE. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM REINFORCEMENT FOR LINTELS IN 8" MASONRY SHALL BE AS FOLLOWS: (1) OPENINGS UP TO 42 INCHES WIDE: (2) #4 AT BOTTOM WEB OF 8 INCH DEEP LINTEL (2) OPENINGS 42 TO 78 INCHES WIDE: (2) #4 AT BOTTOM WEB OF 16 INCH DEEP LINTEL. (3) OPENINGS OVER 78 INCHES WIDE: REINFORCE PER DRAWINGS CONSTRUCTION MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CBC SECTION 2104 "CONSTRUCTION", AND MSJC.1 PART3 "EXECUTION." COLD AND HOT WEATHER CONSTRUCTION: COLD AND HOT WEATHER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CBC SECTION 2104.3 AND 2104.4. BLOCK PATTERN: USE RUNNING BOND UNLESS NOTED. FOR STACK BOND, FOLLOW CRITERIA IN MSJC SECTION 1.11. GROUTED CELLS: FILL ALL CELLS WITH GROUT UNLESS NOTED OTHERWISE ON PLANS. MINI- MUM GROUTING SPACES AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH MSJC SECTION 1.16 AND MSJC.1 SECTION3.5. GROUT POUR HEIGHT: GROUT POUR HEIGHT SHALL NOT EXCEED HEIGHT SPECIFIED IN MSJC.1 SECTION 3.SC. FOR GROUT POUR HEIGHTS EXCEEDING 5FT THE FOLLOWING SHALL BE MET • CLEANOUTS SHALL BE PROVIDED IN ACCORDANCE WITH MSJC.1 SECTION 3.5F AT THE BOTTOM OF EACH CELL CONTAINING REINFORCING AND AT A SPACING NOT TO EXCEED 32 IN. O.C. FOR EACH GROUT LIFT • GROUT LIFTS SHALL NOT EXCEED SPACING OF INTERMEDIATE REINFORCED BOND BEAMS. • MASONRY BLOCKS SHALL BE ADEQUATELY BRACED TO WITHSTAND FLUID PRESSURES OF GROUT POUR GROUT LIFTS: UNLESS OTHERWISE NOTED, GROUT LIFTS AND POUR HEIGHT SHALL NOT EX- CEED SFT. GROUT LIFTS EXCEEDING SFT SHALL BE APPROVED BY SER. REINFORCING COVER AND CLEARANCE REQUIREMENTS: UNLESS OTHERWISE NOTED: CLEAR DISTANCE BETWEEN PARALLEL BARS (AND BETWEEN ADJACENT PAIRS OF LAP SPLICED BARS) SHALL BE EQUAL TO THE BAR ADJACENT BAR DIAMETER (FOR BARS GREATER THAN #8), AND NOT LESS THAN: 1) 1" AT 8" AND SMALLER BLOCK, 2) 2" AT 10" BLOCK 3) 3" AT 12" BLOCK. CLEARANCE (CLEAR SPACE) BETWEEN THE BLOCK AND THE REINFORCING SHALL BE: 1) ¼" AT FINE GROUT 2) ½" AT COURSE GROUT MASONRY COVER (INCLUDING GROUT AND BLOCK WALL) AT MASONRY FACE EXPOSED TO EARTH OR WEATHER SHALL BE: 1) 11/2" MINIMUM 2) 2" FOR BARS #6 AND LARGER. CONTROL AND EXPANSION JOINTS: REFERENCE DRAWINGS FOR TYPICAL DETAILS OF MASONRY CONTROL AND EXPANSION JOINTS. LOCATION OF CONTROL AND EXPANSION JOINTS SHALL BE APPROVED BY SER. UNLESS OTHERWISE INDICATED ON DRAWINGS, INSTALL CONTROL AND EX- PANSION JOINTS AT THE FOLLOWING: (1) CONTINUOUS WALLS: VERTICAL JOINTS AT THE LESSER OF 2.5 TIMES THE WALL HEIGHT OR 25 FEET ON CENTER MAXIMUM. (2) CORNERS AND INTERSECTING WALLS: FIRST VERTICAL JOINT FROM THE CORNER AT LESSER OF 1.25 TIMES THE WALL HEIGHT OR 16 FEET. (3) ABRUPT CHANGES IN WALL HEIGHT AND WALL THICKNESS, SUCH AS ADJACENT TO COL- UMNS OR PILASTERS_ TEMPORARY BRACING: CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF MA- SONRY DURING CONSTRUCTION. REFERENCE "CONTRACTOR RESPONSIBILITIES" SECTION FOR FURTHER INFORMATION AND REQUIREMENTS. STRUCTURAL STEEL DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AMERICAN INSTI- TUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS. STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED PER: • AISC-"MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION (2005). REFERENCE STANDARDS: 1) CBC 2009, CHAPTER 22-STEEL, HEREAFTER REFERENCED AS CBC. 2) ANSI/AISC 303-05 -CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES, HEREAFTER REFERENCED AS AISC 303. 3) ANSI/AISC 360-05 -SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, HEREAFTER REFERENCED AS AISC 360. 4) AISC348-04/RCSC -SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, PREPARED BY "RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC), HEREAFTER REFERENCED AS RCSC. 5) AWS D1.1 -04-STRUCTURAL WELDING CODE -STEEL, HEREAFTER REFERENCED AS AWS D1.1. MATERIALS STRUCTURAL BARS & PLATES (PL) ............... ASTM A36, FY= 36 KSI HOLLOW STRUCTURAL SECTION -SQUARE/RECT (HSS) ASTM A500, GRADE B FY = 46 KSI STRUCTURAL PIPE, (PIPE) 12" DIA. AND LESS ASTM A53, GRADE B FY = 35 KSI NUTS .......................................................... ASTM A563 WASHERS (FLAT OR BEVELED) .................... ASTM F436-REQUIRED@ SLOTTED & OVERSIZE HOLES ANCHOR RODS (ANCHOR BOLTS) ................ ASTM F1554, GR. 36 THREADED ROOS (ANCHOR BOLTS) ............. ASTM A307, FY= 35 KSI WELDED HEADED STUDS (WHS) 3/4" OR 7/8" ASTM A108 -NELSON/TRW S3L OR EQUAL WELDED HEADED STUDS (WHS) 1/2" OR 5/8" ASTM A108 -NELSON/TRW H4L OR EQUAL WELDING ELECTRODES ............................... E70XX, E71TXX UNLESS NOTED OTHERWISE WITH A MINIMUM TOUGHNESS OF 20 FT-LBS AT 40 DE- GREES FAHRENHEIT ABBREVIATIONS , Angle LONGIT Longitudinol AB Anchor Bolt MAS Mosonry ADDL Addi ti ono I MAX Mox imum ALT Al ternote MECH Mechonicol ARCH Arch i tecturol MFR Manufacturer .B or BOT Bottom MIN Minimum B/ Bottom Of MISC Miscelloneous BLDG Bui I ding NIC Not In Controct BP Boseplote NTS Not To Scole C. Centerline OC On Center CB Costelloted Beom OD Outside CJ Construction or Diameter CLR CMU Control Joint OF Outside Face Clear OPNG Opening Concrete Masonry OPP Opposite Unit e Plote CONG Concrete PERP Perpend i cu I or CONN Connection PSF Pounds per CONST Construction Square Foot CONT Continuous PSI Pounds Per CTRD Centered ~ Diameter Square Inch DBL Double REF Refer/Reference DEV Development REINF Reinforcing DIAG Oiogonol REQD Required DP Depth/Deep RET Reloining EA Eoch SCHED Schedu I e EF Each Face SIM Simi lor EL Elevation SOG Slob on Grade EMBED Embedmenl SPEC Specificotion EQ Equo I SQ Squore EQUIP Equipment SF Squore Foot EW Eoch Woy STAGG Stogger/ EXP Expansion Staggered EXT Exler ior STD Stondord FDN Foundotion STIFF Stiffener FIN Finish STL Steel FLR Floor STRUCT Structurol FTG Footing T Top F/ Foce of T/ Top Of GA Goge T&B Top & Bot tom GEOTECH Geotechnicol THKND Thickened HGR Honger THRD Threoded HORIZ Horizontol THRU Through HSS = TS (Ho 11 ow TRANSV Tronsverse Structurol Section) TYP Typicol IBC IF INT k KSF LF LLH LLV International UBC Uniform Bui I ding Code Bui I ding Code UNO Unless Noted Otherwise Vertical Inside Face Interior VERT Kips W Kips Per Squore W/ Fool / Lineal Foot WO Long Leg Horizonta1WHS Long Leg Vertical ± Wide With Without Welded Heoded Stud Plus or Minus 8' -0'( MIN 1 NOTES: 1. PROVIDE BOND BEAM IN ALL COURSES BELOW SLAB AND FIRST COURSE ABOVE. 2. REF 10/SDP 05-14 FOR ADDL NOTES, CMU RETAINING/SCREEN WALL A 02305M #5 @ 8"oc I . PLACE. FACf OF WALL v-ON PROJECT BOUNOAJ•.;</4.ow mt· 2" CLR NOTE: IT,-;a·YI. ~ ADDITIONAL INFORMATION PER 10/SDP 05-14. 8"' CMU WALL-..___ I'~ . I '--"-.. ,, . ..___ __ AT WALL I, PROVIDE SAFETY RAIL PER 8/ SHEET 16 • "' I -... #4 @ 32"0C 16" CMU WALie (2) #4 @ 32"0C • D I #5 @ 8"0C ONT FTG DRAIN PER PROFILE "' ~ u • N .•. . . ' • . . #5 @ 10·oc W/ STD HOOK #4 @ 12·oc • "' . . I D °' (0 I _ I 1o "' , 111-11 c;:;l 11-.I W 111 il ~- ~ml I \ml 1\n +1mll)mll[111:lllr-lJ ~ '· 1 l=r 11=1 1 l'::'1 1 r=:11 1 r=:11 11'::'1 1 r=:11 1 r=.11 f_-.. •-r 11=1 I I 111 111 111 111. 111=-1 " ·•-111-1,1~•·· 7'-6" CMU RETAINING WALL HAND I / " 4 ) T/WALL PER PLAN 2"-o· U:~~"u.----(2) #4 @ T/WALL [! 2" CLR TYP ---8" CMU WALL ct'. ~ ~ u • N . . . 6'-0" SCALE: ¾"=1'-0" . •,., . SCALE: ¾"=1'-0" '' AS BUILT" ' , ~~ 4"2{:i RCE 53~,v:} EXP, 12 · 3 \ \'3 DATE ~SPECTOR • rlATE DCC~ fSHrri7 CITY OF CARLSBAD ~ 1---1---+----------------+--+---t---+-----I ::~;;::;5:;::;;:;:;,!:;:;;::;:;:E;:N:::;G;;;IN:;;:E:::E::::R::::lN::::G::::::::D=EP=A::::R=T=M:::::E=NT==:::.:~==B=::; GRADING PLANS FOR: HILTON CARLSBAD BEACH RESORT flaa n y i n ~ ~ lfil ~®1---1----+---------------+--1---,i---+----1 525 B STREET• SUITE 750 RP 05-11 SAN DIEGO, CALIFORNIA 92101 PHONE (619) 234-0501 • FAX: (619) 234-0582 WEBSITE: www.dci-engineers.com CIVIL/ STRUCTURAL ''J.28·// fl\ A-1)1),5'1) S#7" 41,JJI/I Gr,f' © Copyright 0J/2011 D'Amato Conwrnono Inc. All Rights Reserved l,"-.;O:;;A"'TE,,:,_+-,,IN"'IT""IA"'L-f,< .... -'-'-';;.::c::.tc.:::;.:..._ ___________ +_D_A_TE---+-IN""1""n"'"AL-l=DA'l'T-'.E"-f-"'IN,.:;IT'-IA-L-i Tu, documenl, ond \l>o oleo, ...t do,ig"" moy not bo ma...i. In who~ or in port, .tll!oot -.,llton pormi,."'1 from O"M1Ulo eor-.ono Inc, R EVI SI ON DESCRIPTION ''"""' ''-'"""· ••~'~ '" """'"" '" •• ""'''°'~ ""· ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL A~Ex 7/t/47 "IU· GLEN K ~?:rf SKI SEIORaVIL ENGINEER PE 41204 EXPIRES 3/31 /13 DA E DWN BY: CHKD BY:. ~L RVWD BY;.:: ' PROJECT NO. SDP 05-14 DRAWING NO. 468-3A ' I = \ TO MATCH FTG REINF -------------._ J\ . 5 T/FTG r \ N '--' <1$>-P~E_R_P_LA_N __ _ \ . . ---J--VERT DOWELS TO MATCH / WALL VERT REINF, lYP "' a_ 1.5H MIN, UNO PER PLAN TO MATCH FTG THICKNESS ~ i'= z - " z Sa,? ::'i i'= a_ c., "' t:;: ~ T/FTG PER PLAN FTG REINF PER PLAN, lYP -TYPICAL STEPPED FOOTING r ' 1 03901 I ROUGHEN SURFACE TO ¼" AM~~ OR PROVIDE SHEAR KEY \ LAP PER SCHED SCALE: ¾"=1'-0" DOWELS W/ STD HOOKS TO MATCH RET WALL HORIZ REINF CMU RET WAll PER PLAN . •••• <l • .. ~ SECTION PLAN f--------1 T/ 1ST FLR $ PER STRUCT T/ WALL BASEMENT WALL PER /' • • ' ---------- STRUCT------_j::c__•_,.,,·~•,bb=,;e==t:=::::j_ PER PLAN \~_T /'--G_RA_D_E -$,.. BASEMENT WALL FTG PER STRUCT-- -Y. PER PLAN . ' . -P:"'. --t1----:=l===I--! • '. • • v--MATCH T/FTGS i¼,-L•~::tt==:==l===;==I:~ T/FTG . J I I I I ~ PER PLAN : .. -~ ..... :·. : ~t--_ ~'--~--'f-1------' ------BASEMENT WALL SECTION FTG BEFORE RETAINING WALL TO BASEMENT WALL 5 go·,----"'➔1---.,,,;45' I I 2½" MIN ..,~c r □ ' D'\_. ~ 4d OR ..._D _____ y-'Dc;l 180' 45' -- D = 6d FOR #3 THRU #8 D = Bd FOR #9, 10 & 11 ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS 180' ' d D D r-=:::::---.,:90' r D d I D STIRRUP STIRRUP OR TiE D = 4d FOR #3, 4 & 5 D = 6d FOR #6, 7 & B gofory"' ~35· r!J-go~"' 130· f D D <ot>~"'fD D ~ z 6d OR ~ ~ :>i I I 4" MIN "' "' .... BEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d = BAR DIAMETER, D = BEND DIAMETER STANDARD HOOKS AND BENDS - BEAM STIRRUPS AND COLUMN TIES 03400 (FOR REVISIONS TO STANDARD HOOKS & BENDS REF TO CURRENT ACI) SCALE: NONE f7 I ' I I I I : :~ HANm-lll Pos,e,y O,H,R'i> : : MA>( SPACING '41~0'1oc I I I • 0 ' y P,R PLA~ / •·; ,_, ),,.-i~,-'-. ~- / / / / / / VERT REINF PER 10/16 NOTE: CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT WITH ARCHITECT AND STRUCTURAL ENGINEER. I JOINT -- -VERT CONTROL JOINT, OMIT MORTAR. CAULK PER ARCH 1 TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS. / / / / / _L / •••• -, ),,•''-''· < , "' • / / / / I '----------" PROVIDE 16 SMOOTH DOWEL (SAME SIZE AS HORIZ REINF) ACROSS JOINT. PREVENT BOND BTWN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT. PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, lYP PLAN -CMU CONTROL JOINT ,, " -04_0_0_1 _____________________ S_C_AL_E_:_1'-,=-1' ___ 0"-~', 3 ~ - REINFORCING SCHEDULE PENETRATION "N" BARS "M" BARS SIZE UP TO 12"~ (2) (2) (3) (3) T/WALL PER PLAN ----------------------------- ' ----_J._ RETAINED SOIL BEYOND :..---rPENETRATION PER SCHED / ----r-CMU RETAINING WALL PER PLAN ---±-"M" HORIZ PER SCHED EA SIDE OF > OPNG. BAR SIZE TO MATCH HORIZ PER PLAN ----t DEV LENGTH PER SCHED lYP T/FTG PER PLAN FTG PER PLAN - NOTES: BAR SIZE f'm = 1 soopsi, #4 #5 #6 #8 fy = 60000psi 21 21 26 26 40 40 46 51 61 72 Ld and Splice 21 26 29 27 40 45 50 54 54 63 63 63 72 72 72 1. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN IN CONTACT OR WHEN THE BARS ARE SPACED NO FARTHER APART THAN 1 /5 THE REQUIRED LAP LENGTH INDICATED AND NEVER FURTHER APART THAN 8". 2. THE CLEAR SPACING NOTED ABOVE SHALL BE MAINTAINED BETWEEN ADJACENT PAIRS OF SPLICED BARS AND THE CLEAR COVER NOTED ABOVE SHALL BE MAINTAINED AT BAR SPLICES. 3. CLEAR SPACING AND CLEAR COVER NOTED ABOVE ARE MINIMUMS. LARGER SPACINGS AND COVERS ARE ACCEPTABLE. SELECT THE SPLICE LENGTH BASED ON THE WORST CASE OF SPACING OR COVER. 4. ALL TABULATED VALUES ARE IN INCHES. TYPICAL LAP SPLICE AND DEVELOPMENT -_LE_N_G_T_H _SC_H_E_D_U_LE_F_O_R_S_T_RU_C_T_U_RA_L_M_A_S_O_N_RY __ ----1:" 4 "1 01402AM SCALE: NONE , ./ v'VHANDRAIL & ATTACHMENT TO PLATE BY OTHERS PLAN EQ EQ . ,GALV OR STAINLESS t¼x75/ax0'-75/a W/ ~ l) (4) ¾"~ x 6" WHS EMBED BASED ON 4B" V SPACING OF HANDRAIL. CONTACT STRUCTURAL ~i:I ~ ENGINEER IF SPACING EXCEEDS 48" ,A>: •.· v1' ., v /" B" CMU WALL PER PLAN v . SECTION 0 PLAN V' SCALE: ¾"=1'-0" -~--SAFETY RAIL PER B/SDP 05-14 POST-INSTALL HANDRAIL RETAINING WALL PENETRATIONS 7 SAFETY RAIL ATTACHMENT 0 ------a SCALE: 1"=1'-0" /j/ ,-,,...,, .. ,, '/4-8" CMU SCREEN WALL WHERE OCCURS PER PLAN (2) #4 CONT @ TOP :,:: • 0 I " 111~111 ' II 1- ;1; 111 11 · ;--,-:::0" ± #4 @ 32"0C 2" CLR lYP FILTER FABRIC rf> ~:;,ALL VERT REINF ~..!¥1 ~ (EXTEND HOOK INTO FON t1 ~ ·' / WHERE h2=0) PER SCHED ~VE~RLT f:Cf?iON~T:BiR02\Lc.2J!QOl[l,IN[_T ..tt·~••-.j' ~ 2• ~-WALL VERT REINF PER SCHED PER 3/l 5 '· CLR -PROVIDE FREE-DRAINING MATERIAL PER GEOTECH REPORT INFORMATION ;_.;., ,•,•; PER STRUCT GENERAL NOTES ~ ~ -CONT FTG DRAIN ~ PER CIVIL (2) #4 @ 32"0C TOE CANTILEVERED RETAINING WALL AND SCHEDULE WALLE, F & G 3t 0 02302M RETAINING WALL/ FOOTING SCHEDULE WALUFOOTING SIZES H TOE HEEL tf h1 t1 h2 (MIN) t2 KEY SIZE 2'-0" Q'-6" 1'-6" 1 '-0" H (MAX) 8" 0'-0" NA NA 3'-6" o'-6" 2'-3" 1'-o· H (MAX) 8" o'-0" NA NA 5'-0" 1'-0" 3' -0" 1 '-0" H (MAX) 8" O' -0" NA NA 7'-0" 1'-0" 4'-0" 1'-o" H (MAX) 8" o'-0" NA 6"x6" 1'-0" 6'-o" 1'-0" s'-o" s· 4'-o" 12" B"xB" 10·-o· 8' 6'-0" 16" 12"x12" 12'-0" 1'-6" 9'-0" 1'-4" 6'-0" 8" 6'-0" 16" 12"x12" 14' -0" 2'-0" 9"-0" 1'-4" 6'-8" 8" 7'-4" 16" 18"x18" NOTE: 1. FULLY GROUT ALL CELLS. 2. t1 AND t2 ARE NOMINAL DIMENSIONS. 3. SPECIAL INSPECTIONS SHALL BE PERFORMED PER CBC SECTION 1704.1 AIND STRUCTURAL OBSERVATION IS REQUIRED FOR WALLS GREATER THAN 8' -0" PER CBC 1709. REFERENCE STRUCTURAL GENERAL NOTES FOR REQUIREMENTS. 4. NO SAFETY RAIL AT WALL D&G. WALL REINF FOOTING REINFORCMENT VERTICAL TOP #5 @ 16"0C #5 @ 12"oc W/ STD HOOK #5 @ 16"0C #5 @ 12"oc W/ STD HOOK #5 @ 16"0C #5 @ 12"0C W/ STD HOOK #5 @ 8"oc #5 @ 12"0C W/ STD HOOK #5 @ 8"0C #5 @ 1 o"oc W/ STD HOOK #6 @ 8"0C #6 @ 12"oc W/ STD HOOK #6 @ 8"0C #6 @ 10"oc W/ STD HOOK #7 @ B"OC #6 @ 1o"oc W/ STD HOOK SCALE: ¾" = 1 '-0" SCALE: ½"=1 '-0" 11 AS BUILT'' 4-2-1.3 RCE 5,'\~7 EXP. 17·3I· 1, DATE REV~ED BY, ~.,.Jtf (1£ :_ 1/20/2'( !~SPECTOR r DA TE DCC~ ~ n ~ i n ~ ~ IRI ~®1----+---+--------------+----;1---1----1---1 525 B STREET• SUITE 750 RP OS-l l -------------------------~ c1rNrrNE~!NG ~~~~~]AD rn GRADING PLANS FOR: HILTON CARLSBAD BEACH RESORT SAN DIEGO, CALIFORNIA 92101 AP~ ,VED_;_ /. / --/}, ./. GLEN K ~-AN PESKI PHONE: (619) 234-0501 • FAX (619) 234-0582 ~ 7( 7A,.,, ..t:!Jl!!:i... ./-/,A-fn WEBSITE: www.dci-engineers.com SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31 /13 DA'rE CIVIL/ STRUCTURAL 3·lt!,·// /1\ A7':t>•P '5#7 41,4'//I 6V1 ~~~~~~=rr==~~~~~=7~$~~f51 © Copyright 03/2011 V'Arnoto Coll'lersc:-no Inc. All Rights Reserved l'-"'0A;:..,T"°E -t-,.:,IN"'ir"'IA,-L +'"....,;~....;;......;;..;..'------------t--,=:--,f-,,,,=➔--"'E--+'a::,,:--1 I~ WN BY: PROJECT N 0. ORA WING N 0. lNo ~ocurn,ot. ond \he Idea• 01~ de,igro, moy not bo ,.,...., in whole or DA TE IN ITl AL DA TE INITIAL CH K D 8 y: -.,;•,=•,,_-j ; . .:;;=:,;:;-;:::::::::;::: .. :;.-~•-':;.,.~ .• ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: cr:t SOP 05-14 468-JA 051211 7