Loading...
HomeMy WebLinkAboutDWG 473-1C; SDP 11-06; LA COSTA BLUFFS; 01-02(IN ADDITION TO Tl-IE REQUIREM[/1/TS OF CHAP7ER 15.16 OF THE CARLSBAD MU/I/IC/PAL CODE.) 1. THIS PLAN SUPERSEDES ALL Orr/ER PLANS PREVIOUSLY APPRO'!ED BY THE CITY OF CARLSBAD RECARDING GRADING SHOWN ON I'rl/S SET OF PLANS. 2. APPROVAL OF TI-/IS PLAN DOES 1\/0T LESSEN OR WAIVE ANY PORnON OF T/-1£ CARLSBAD MUNICIPAL CODE, RESOLiJnCN OF CONDITIONAL APPROVAL, CITY STANDARDS OR Orr/ER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO TT/IS PROJECT. TH[ ENGINEER IN ,RESPONSIBLE CHARGE SHALL REVISE Tl-/[S[ PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH[ DEV£LOP[R OR [NGIN[[R-OF- WORK FROM RESPONSIBILITY FO'I TH[ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL BE PROMPTI. Y SUBMITTED TO Tl/[ CITY [NG/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM rr1E CITY ENGIN[[i< WILL 8[ REQUIRED FOR ANY NOR'< IN TH[ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA If OF INSURANCE AS 'WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8[ FILED NAMING TH[ CITY OF CARLSBAD AS AN AODJnONAL INSURED ON TH[ PERM/TT[['$ POLICY IN I'rl[ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. TT/£ INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR B[TT[R AS ESTABLISHED BY "BES/S" KEY RA TING GUIO[_ 5. UNLESS EXEMP /ED BY SECTION 301.'.b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OU1S/DE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM Tl-/[ BU/LOIN!'.; DEPARTM/:.~T 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA V£ CJEEN OB TA/NED FROM TH[ CITY AND OTT/ER APPROPRIATE AGENCIES. 7, APPROVAL OF TI-/ESE PLANS BY TT-IE CITY ENG1NEER DOES NOT AUT/--IORIZE ANY WORK OR GRADING TO 8[ PERFORMED UNTIL rr1E PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING .O[RMIT I1AS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO I'r/ESE PLANS l'l!THOUT I'rl[ 'WRITTEN APPROVAL OF Tl-IE CITY ENGINEER, NOTED l'l!TI-/IN TT-IE REVISION BLOCK, ON Tl-/£ APPROPRIATE SHEET OF TTIE PLANS ANO TH[ Tl 71..[ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGN[O 8 Y TH[ Cl TY ENGINE[,~. 10. T/--1[ ORIGINAL ORA VI/NG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY Tl-IE ENGINEER-OF-WORK PRIOR TO FINAL ACC[PTANC[ OF TH[ WORK BY THE CITY. 11. ACCESS FOR FIR[ ANO OTHER EMERGENCY VEHICLES SHALL BE MAIN TA/NED TO TT-IE PROJECT SIT[ AT ALL TIMES OUR/NG CONSTRUCTION. 12. V~-l[RE TRENCHES AR[ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. rrlE SOILS REPORT WILL 8[ SUBMITTED TO fl-IE CITY [NG/NEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESIS. IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO R[COMM[NOA T!ONS OUTf_/NED IN T!IE SOILS REPORT !S A'EQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8[ DON[ UNDER TH[ 0/R[CTION OF A PROFESSIONAL ENGINEER OF I'r/E STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITI-/ TH[ CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO TH[ " EARTHWORK SPECIF/CA TIO.NS • ATTACHED TO Tl-/[ PRELIMINARY SOILS INVEST/GA T!ON. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCONSTRUCTION MFfT/NG SHA/ L BF HFI D AT THE; SHE PRIOR TO Tiff BEGINNING OF WORK ANO SHAii RF AT)[ND[D BY All RFPR[<;[NTA T/VF5 RESPONSIBLE FOR CONSTRIJCTION, INSPECTION, SUPERVISION, TESTING ANO Al L OTI-IER ASP,CTS OF TI-/F WORK, TTIE CONTRACTOR SHALL REQUEST A PR[CONSTRUCTION MEETING BY CALLING Tl-IE INSPECTION LIN[ AT (760) 4J8-J891 AT LEAST F/VE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONIRACTOR WILL TH[N BE CONTACTED BY THE PROJECT fNSPECTOR TO COORDINATE A DA TE AND TIM[ FOR JHE PR[CONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST B[ AVAILABLE PRIOR 70 SCHEDULING. rr-lE GRADING PERMIT WILL 8[ PROVIDED f!Y Tl-/[ PROJECT INSPECTOR AT rr-lE MEETING. 15. Al L /IVSPfCVON REQUFSTS OTI-/FR THAN FOR PRfCONSTRUCTIO'/ MfFT/NG WI/ L RE MADE 8Y CAI /ING THE FNGINEFR/NG 24-HOUR IN5PFCVON RFOUFST /INF AT (760) 438 3891. INSPECTION R[QUfST MUST BE RECEIVED PRIOR TO 2: 00 P.M. O.N Tl-IE DAY BEFORE Tl-/[ INSPECTION IS NEEDFD. INSPECTIONS WILL 8[ MADE Tl/[ NEXT WORK DAY UNLESS YOU REQUEST OTI-/ERWISE. REQUESIS MADE AFTER 2: 00 P.M. WILL 8[ SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. TH[ OWNER AND/OR APPLICANT THROUGH TH[ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL B[ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT[ AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. Tl-/[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMl1TING A DETAIL PLAN TO I'rl[ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8[ MAD[ OF WOR'<[R P.~OTECT!ON FROM TH[ HAZARD OF CAVING GROUND DURING TH[ [XCAVA T!ON OF SUCH TRENCH OR TRENCHES OR DURING Tl-/[ PIPE INSTALLATION THEREIN. THIS PLAN MUST BE P.'i[PARED FDR ALL TRENCHES FIVE FEET (5') OR MOR[ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO [XCAVA TION. IF ll-lE PLAN VARlfS FROM THF SHORING SYSTEM STANDARDS ESTABLISHED BY 1HE CONSTRUCTION SAFETY ORDERS, TITI_E 8 CALIFORNIA ADMINIS IRA Tl V[ CODE. Tl-IE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEFR AT T/1[ CONTRACTORS F.XPFNS£, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO rrl[ INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT iiAS BEEN OBTAINED FROM Tl-IE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAST/NG PERMIT 'WELL IN ADVANC[ OF rr-1[ SCHEDULING OF BLASTING OPERA T!ONS. 19. IF ANY ARCHAEOLOGICAL .~[SOURCES ARE DISCOVERED 111rr1IN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS Wll L CEASE IMMEDIA TEL)'. AND THE PERMITTEE WILL NOTIFY Tl-/[ CITY ENGINED,. OPERATIONS WILL NOT RESTART UNTIL THE PERMIT/EE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA TJONS CONDUCTED ON TH[ SITE OR ADJACENT I'r/ERETO, INCLUDING WARMING UP, Rf.PAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EAR TT/MOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT S/iALL BE LIMITED 70 Tl-I[ PERIOD BET'WEEN 7; 00 A.M. AND SUNSET EACH DAY, MONDAY TIIRU FRIDAY ANO NO EARTHMOVING OR GRACING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY HOLIDAYS IS AVAILABLE AT I'rl[ ENG/NEERING DEPARTMENT COUNTE.R.) 21. ALL OFF-SIT[ /-/AUL ROUTES SHALL BE SUBMITTED BY TH[ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FlJLL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. 1MPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY I'r/E CITY ENGINEER. rr/E CONTRACTOR SHALL 8[ RESPONSIBLE FOR ANY DEBRIS OR OAMAGf OCCURRING ALONG Tl/[ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF rr-1[ GRADING OPE.RA T!ON. 23. BRUSH SHALL BE REMOVED ONLY .W THIN Tl-/[ AREA TO BE GRADED. NO TREES AR[ TD 8[ REMOVED UNLESS SPEC!r/CALL Y NOTED ON TH[ PLAN. 24. ALL AREAS SI-/ALL 5£ GRADED TO D.RA/N. GRACING RESULTING IN THE PONDING OF WATER IS .~OT PERMITTED. ALL [ARTJ../EN SWALE.S AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. TI-/ES[ PLANS AR[ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SI_OPES SHALL BE TRIMMED TO A FINISH GRAD[ TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH[ SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS CR OTH[.R DEBRIS SHALL 8£ REMOVED AND DISPOSED OF AT A SIT[ APPROVED 0F BY Tl/E CITY [NGINEE.R. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEED[D WITHIN TEN (10) DAYS OF TH[ T/M[ WHEN EACH SLOP[ IS BROUG/-/T TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL B[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY Tl-IE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR Tl/IS PROJECT. DRAWING NO. 473 1P AND/OR .AS DIRECIED BY TH[ CITY [NGINE[R OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE TI-/AT ALL CONTRACTORS SHALL COOROINA TE Tl IE WORK OF THESE GRADING PLANS WITH THAT SI/OWN ON BOTH I'rl[ LANDSCAPE ANO /RR/GA TION PLANS AND THE IMPROVEM£1\/T PLANS AS REQUIRED FOR fl-/lS WORK IN ACCORDANCE WITH rrl[ LANDSCAPE MANUAL TIM[ REQUIREMENTS. 30. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE VhTH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£ UT/L!l[O PROV/OED DEPT/-/ IS LESS THAN 15 FEET AND BACKFILLED l'l!TH 3/4" ROCK PER SORSO S-4 TYPE •c• AND PIP[ MEETS ASTM STANO.ARO 3034 FOR SOR 35 SOLID WALL PIPE. 31. WH[R[ AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF Tl-IE GRADING OPERATION, IT SHALL B[ REMOVED WITI-//N TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITT/ PROPERLY COMPACTED SOILS. IN OTHEi< AREAS THE PIP[ WILL B[ PLUGGED WITH CONCR[':[ OR REMOVED AS APPROVED BY TH[ CITY [NG/N[[R. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN I'r-1£ PROJECT SITE SUFFIC/ENTL Y AHEAD OF GRADING 10 PERMIT 71/E REVISION OF I'r/E GRADING PLANS IF !T IS FOUND TI-/AT Tl-IE ACTUAL LOCA !IONS AR[ /,'J C:ONFLICT Wlrrl THE PROPOSED WORK. 33. Tl/E CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FlJLL WORKING DAYS PRIOR TO STARTING GRADING NEAR 1HEIR FACILITIES AND SHALL COORDINATE THE WORK .WTI-/ A COMPANY R[P'IESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIM[ WARNER GABL[ (760)438-77 41 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STR[ETS & STORM DRAIN) (160)434-2980 'CITY OF CARLSBAD(S['WER,WAT[R & RECL/i/MED WATf/1) (760)438-2722 'SAN DIEGU/70 WATER DISTRICT (760)633-2650 'LEUCADIA WAS TEWA 7ER DISTRICT (160)753-0155 'VALLECITOS WA T[R DISTRICT (760)744-0460 'OLIVENHA/N WATER DISTRICT (760)753-6466 'BUENA SAN/TA TION DISTRICT (760)726-1340 'AS APPROPRIA T[ 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -TH[ APPL/CANT HIRES A CIVIL ENGINEER SOILS [NGIN[£R, AND/OR GEOLOGIST TO GIVE TECIINICAL ADVICE,' OBSERVE AND CONTROL Tl-/£ WORK IN PROGRESS [15.16.120 A.8/ CARLSBAD MUNICIPAL COO[_ 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TH[ F"OLLOWING R[POR7S MUST BE SUBMITTED TO THE CITY [NG/NEER v1A TH[ PROJECT INSPECTOR {15.16 120 A..10/ CARLSBAD MlJNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL [ROS/ON CONTROL, SLOPE PLANTING AND IRRIGAT/0,N ARE INSTALLED IN CONFORMANCE 'WITH CITY COD[ AND TH[ APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY [NG/NEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM TH[ SOILS ENGINEER, WHICH INCLUDES /IE COMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO fl-I[ EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. /7--1[ REPORT SHALL ALSO INCLUDE A STA IEMENT BY TH[ SOILS [NGIN[[R I'r/A T rr!E GRADING WAS DON[ IN ACCORDANCE WITH TH[ REQU!i<[M[NTS AND RECOMMENOA T/ONS OUTI./NEO IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS TIIERETO. (4) REPORT 'Wlrr-1 AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITI-/IN ON[ (1) YEAR AFTER THE CITY £\IGINEER'S APPROVAL, THESE PLANS MAY 8[ .'![QUIRED TO 8[ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8[ REQUIRED FOR ANY SUCH REC/-/[CK. 36. Tl-/[ SOILS REPORT T/71..ED "LIMITED SITE INVEST/GA TION UPOA TE", DA TEO 08-03-2011 AND "REPORT OF FIELD DENSITY TESTS", DA TED 01-30-2012, PRE.PARED BY EAST COUN[t'. SOil CONSUi TA VON & E;NGR,, SHALL 8£ CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DON[ IN ACCORDANCE WITI-/ Tl-/[ RECOMMENOA TIONS AND SPECIF/CATIONS CONTAINED /,N SA/0 SOILS REPORT. "DECLAHA flc)tl OF tlESP<JHSIBLE c•tAHGE" I HEREBY DECLARE /HAT I AM TH[ ENGINEER OF WORK FOR TI-/IS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE C/-/ARG[ OVER Tl-IE DESIGN OF Tl-/[ PROJECT AS DEFINED IN SECTION 6 70J OF THE BUSINESS AND PROFESSIONS CODI'; AND fl-IA T THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND rr-lAT THE Cli[CK OF PROJECT DRAWINGS AND SPEC/F1CA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: _ _,R-"-A"'N"'C'-'HO"-c'C"'O:"A"-:S 1:'-'-A'"'L-'[°'-°N'-"G":'IN"'-EE"'-R"'/N_._,G'--"'&~S"'UR"--'-'-VE=-Y'-"/N_._,G"--- A DDRESS: __ 1'-"6"'35~5,_ . .c,Rc,ANccCecH,:,.O'---"'SA-"-N'-'T-"'A-'r;-"['--'R°'D"'. '-"-STE"'--'2='0"=6'-- CITY, STA TE: SAN MARCOS, ,CA 92078 IELEPHONE; ~1760) 510-31,~2 13~_IJ_1 _~/' __ DOUGLAS LOGAN DA TE: R.C.£. NO.: 39726 REGIS/RATION EXP/RAT/ON DA TE: -~12~1~3~1 (~1~3 ___ _ SOILS EN<}IHEER'S CEit rlfl(~ATE I, MAMADOU DIALLO , A R[GIST[R[D (CIVIL/ GEO IECH/11/CAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING IJUS/NESS IN T/IE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN rr!IS SIT[ WAS MAO[ BY ME OR UNDE.R MY DIRECTION BETWEEN THE DA TES OF 06-09 • 20 01 ANO 02-08 • 20-12__. TWO COPIES OF THE SOILS REPORT COMPILED ,ROM T'rl/S STUDY, WIT'rl MY RECOMME/1/DA TIONS, HAS BEEN SUBMITTED TO THJ OFFICE 'f{ THE CITY ENG I NEER. / t,._ I_), SIGNED: ["-, c--' , __ -I\ l...;,'.0 G.E./P.E. NO.: GE 2074 I RCE: 54071 OAT[: .1,-io-1.~1?- LICE/I/SE [XPIRA TION DA TE: 12-.31-2013 OWHER'S CERJIFICA re I ( WE ) HEREBY CERTIFY frlAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAIN[!) TO SUPERVISE OVE.R-ALL GRADING ACTIVITY ANO::-ADil·E ON THE COMPACTION AND STABILTY OF H-IIS SITE ~ · ___ . ___ c,;::: ~D '?"t(-(1_ LA COST A BLUFFS, LLC DA TE SOURCE OF fOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY DIGITAL METHODS FROM INFORMATION GATHERED ON D6/08/2000 , BY PHOTO GEODETIC CORPORATION TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY PRCJ,JfC r LOCA riot, THIS PROJECT IS LOCATED WITH1N ASSESSORS PARCEL NUMBER 216-300-18 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS; 334-1695 AND CARLSBAD DWG. #296-5 , SHEET 191 of 225 0Et~CH MARK DESCRIPTION: SET ROD DRIVEN TO REFUSAL WITH CAP. LOCA 110N: 220-FT. WEST OF ROME.RIA ST. ON THE SOUTH SIDE OF LA COSTA AVE. & 5-FT. BACK OF CURB RECORDED: CITY OF CARLSBAD SURVEY CONTROL PER R. 0. S. 17271, PT II 020. ELEVATION: 104.250 DATUM: NAVD 29 'ilCiNITY ~AP T.B. PAGE 1147-Hl LA COSTA BLUFFS, LLC 187 HOCH WAY HEMET, CA J2545-8872 ___....,----c-:>. -\ ·'-, _____ ,.,, ., ...• , -,. ASSl/l-1/JliOlv orAES?O/IJ%8LE C.1-1,4/l(jE LEGAL DESCRIP flOH AS Or' ,11,4/?Clf 2?, 20I~ T llc/?E5/A.'i$UM£ ,.f~..f/rJ,.VS/,8LE c7✓AA'gCch;7.,f 7?/E ,:7£5/(i/l CA1AN7cS 11) m'/S 0.-f A i47...V 17 · CERTIFICATE OF COMPLIANCE PER DOC. NO. 2011-0672349 RECORDED 12-14-2011. REFERENCE DRA'MNGS df< ""<-< {f '(}a,<f= !Ct!i KO 320l't' e.k,0 1~/.?1/,11/ TYPE 'NORK ro 8E DONE T'r/[ GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLAN (ING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORT'>, ALL AS SHOWN OR REQUIRED ON Tl-/1S SET OF PLANS AND nl[ CITY STANDARDS, SPECIF/CA T/ONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TED ON TI-/ESE PLANS. T/--IE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WI rH T/--IE FOLLOWING DOCUMENTS, CURRENT AT TH[ TIM[ OF CCNSTRUCTION, AS DIRECTED BY TH[ CITY [NG/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION .\10. 6846 DATED 12-07-2011 5. rr!E STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMM[NOA TIONS BY EAST COUNT( SOIL CONSULTATION & ENGR. INC. DATED 08 OJ 2011 & 02 08 2012 1. Tl-/[ SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY 8[ MODIFIED BY Tl-/[ CITY OF CARLSBAD STANDARDS. ,V/A 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED __________ _ N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED _______ _ 10. STORM WATER POLLUTION PR[V£NTION PLAN 5WPPP f/2-06 PREPARED BY RANCHO COASTAL ENG/NffRING & SURVEYING DA TEO 02/08/2012 WDID NO. 9 J75 NIA N/A 11. STORM WATER MANAG[M[NT PLAN PREPARED BY __________ DATED--------~ 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION ,'-/AND800K AND CALTRANS CONS/RUCTION SITE BMP MANUAL. LEGEND ALL STANDARD DRAWINGS ARE PER frlE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS ~OTED OTHERWISE. DESCRIPTION DWG.NO. SYMBOL QUANTITY EXIST. MAP BOUNDARY LOT LINE EXIST CONTOURS PROP. CONTOURS FLOW PATH (1% MIN.) BMP INFIL I RATION SWALE PER DETAIL SHlET 2 PCC DRIVEWAY I IE::,AD'NALL -----:-,---·-··· ~-----·-· 4"F>VC/ABS DRAINPIPE 6" AREA DRAIN TRENCH ORAi.'< W/ TRAFFIC GRATE 1 B" SQ. AREA DRAIN· DOUBLE J" PIPE UNDERDRAIN ' - -► -► * G-14A D J~A~----~\:d---N/A ____ -·----y---.. -:> --- N/A N/A · fllJ 111111111111111 I I IJJ I I 11111 l I II N/A !llllll *D-27 -·-·-·-·- 30 L.F. 250 S.F. 1 EA,. -· --350 L.F. 19 EA. 24 L.F. 1 EA. 15 L.F. * CITY OF CARLSBAD MODIFICAT10NS 10 THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) REQUIRED TREATMENT CONlROI. BMP TABLE DESCRIPTION OWNERSHIP ACREEMENT · v. DWG. NO. 169-4. SHEET 5 & 6 MAINTENANCE~µ~- 1-----t-------t----+---. =----jf-------· MAINleNANCE FREQUENCY l:ARfH'NORK QUANTITIES CUT: 100 CY FILL: 10Q CY IMPORT: n CY -' '~ PROJECT PRIORITY NON-PRIORITY PROJECT EXPORT: fl CY ------------------------------------ REMEDIAL: n CY l',j O ··\. i\l {'f···I () ( 1 (\ J ~ 'l' ,, [ ' LO SHEET 1 SHEET 2 SJtEE f INOEX COVER SHEET GRADING PLAN l\. .t .. 1 ,, . . . .J J .fl ,J .. l\ •.. J ENGINEERING & SUR VE YING SINGLR SOURCB DBVBLOPMBNT CONSULTANT 310 S. TWIN OAKS VALLEY RD., /1107-297 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax 1---t---t----------------+--+------t---• t---+---t-----------------+---+---1----~--- /1\ I SH,ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: LA COSTA BLUFFS LOT 408, MAP NO. 6600 I SH2TS I .-1'} I 0 .-LO I . i ' , I I i LO ' c-.. +-~+•· n 2 II I I w n t'l OJ <.D z co 0 I I I zO .o_ r_) • i"J I '<1: I ·, co/ I ' . ' 0 0 SOP ' . ' ' . I I ' 0 I D_f "Ll(SHT ,-..._ 'CPI 12.i.O I'- , ' ' 123.0 1G / 122.4 :F ' l r (TYP.)/?\.1_13.0 TG I ~ N ~ 0 11-05 I ' I I I '.::) i (TYPi)@--1 I t > I 122.9 TG I i 122 2 I II I 122.8 TG ~: ' 1 22.1 IE . I . . I I N ... .,.; N r·· PAD=12.3.0 FF=12.3.75 ~-ili::: 7=· p~ PAD=12.3.0 FF=123.75 130------------ 125- R/W c02'-10·} sec~ rIot1 @ Lor 4oa SCALES, HORIZ. & VERT.: 1"=5· 2 CAR GARAGE 2 CAR GARAGE "' N ,,; ' N ' PLAtl: LO f 408 SCALE: 1" = 1 O' 10 5 ~10 fES: • ALL ROOF DRAINAGE 1D CONNECT INTO DRAIN SYS-EM THAT OUTLETS INTO BIO-SWALE • TW -INDICATES FINISH GRADE @ TOP OF WALL • BW -INDICATES FINISH GRADE @ BOTTOM OF WALL. 0 /1\ DATE iNITIAL CNGINLER OF WORK 4'-4" BMP l~IFIL rJlA r1ot1 S'I/ALE 01:f J\IL NOT TO SCALE •"'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH •"10 MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 2D-30% COMPOST DR ~ARDWOOD MULCH. AND 20-30% TOPSOIL. NOTE: VEGETA-ED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED sv THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TQ BE USED IN THIS SECTION. 'N<JrtK BE 0 @ Q) © @ CONSTRUCT 24' WIDE P.C.C. DRIVEWAY PE.R G-14A. EXIST. SEWER LATERAL ~O BE UP-SIZED PER DWG. '10. 413-1 REMOVE EXIST. WATER SERVICE. PROPOSED WATER UTILITIES, PER DWG. NO. 473-1 KEYSTONE RETAINING WALL PER BUILDING DEPT. PERMIT NO. CB112536 AREA DRAIN. PVC OR ABS DRAl"IPIPE r~ 1.0% MIN. /-· © 6" 0 4" © OUTLET DRAINPIPE 1NTD· D 34 H-CADWALL W/ 4'x4' OF NO. 3 8ACK1f1e;· RIP'-RA? ... 18" SQ" AREA DRAIN BOX. DOUBLE 3" PIPE ~NDERDRAIN PER 0-21. BMP iNFIL ~RATION SWALE WITH UNDERDRAIN. SEE DETAIL THIS SHEET. @ DEEPENED FOOTING, NOT PART (FOR INFORMATION ONLY) OF TH;S F'ERMIT. @ 12" DIA. PAVERS, NOT PART OF THIS PERMIT. (FOR INFORMATION ONLY) B" WIDE "ACO" POLYMER PRODUCT TRENCH DRAIN WITH GRATE RATECl FOR LOAD CLASS '"c", OR EQUAL. 6" P C.C. OVER NATIVE COMPACTED TO 95% OR PER SOIL ENGINE.ER'S RECOMMENDATIONS. 0 1\ ;\fr' 11 co· r' cJ 1\ ~ 'l' ,, .. r i\. L i f .. ,; i . cJ l 1J . 1 LJ "AS BlJILT" EN<]INEERING & SURVEYINC]. SINGLB SOURCB DBVELOPMEN'f CONSUL'fAN'f , 310 S. TWIN OAKS VALLEY RD., #107-297 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax REVISION DESCRIP~ION DATE INITIAL OTHER APPROVAL DATE 1Nll1AL CITY APPROVAL INSPEClO:cf !,;,/,,/, f < DATE <~Ir'( <)F <~AHLS8AO I SH2TS I ENGINEERING DEPARTMENT PRECISE GRADING PLANS FOR: LA COSTA BLUFFS LOT 408, MAP NO. 6600 APPROVED:£----./ 1 _/)~/ GLEN K. VAN /4SKI -'""' _U.=:;,,:-c-:-,,{::-::-·· ":"J/,-=c'it=n=n-::.'1!.i_~·•,'~-_4-./3, 2 CITY ENGINE[R PE 41204 EXPIRES 3/31/1j DATE DWN BY: _g_"'--'-' CHKD BY: ;f,. ',j RVWD BY: DEi PROJECT NO. SOP 11-06 DRAWING NO 47.3-1C ~ I\) G) 0.,::. ---.I I\) w ~ (')