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HomeMy WebLinkAboutDWG 473-1D; SDP 11-05; LA COSTA BLUFFS; 01-02GRADING NOTES (IN AOOJTJON 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 REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES 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 PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD · AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MiNIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. TH[ INSURANCE COMPANY WRITING TH[ POI ICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRJA TE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE 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. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED JN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " A TTACHEO TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNSTRIICDQN MFFVNG SHA/ I Rf HF/ Q AT TH[ Sllf PRIOR TO THF BEGINNING Of WORK ANQ 5t/Af I Bf AUfNOW BY Alt RFPR[SFNTATIVFS RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPFCTS Qf TH[ WQRK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/V£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR ~LL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED ORA ~NGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Alf fNSPfCTIQN RfOl/fSTS QTHFR THAN FOR PRfCONSTRUCTIQN MFFTING Witt Bf MAD[ BY CAI I ING THE fNGfNFFRfNG 24 HOIIR INSPfCTIQN Rf011f5I /INF AT (760) 438 3891. INSPECTION RE;QU[ST MUST BF RITE/V[Q PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA T/ONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO~NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA T/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH[ PLAN VARIES FROM TH[ SHORING SYST[M STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A R[GJSTFR[Q [NG/N[[R AT TH[ CONTRACTORS [XPFNS[ A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA T/ON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS ~LL CEASE IMME;DJA TFI Y. AND THE PERMJTTEE WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS 15 AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA TERJAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEJ3RJS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL,. THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 471 1P AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS ~TH THAT SHOWN ON BOTH THE LANDSCAPE ANO !RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH JS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD 5-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 30J4 FOR SDR 35 SOLID WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED ~THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND ANO UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF 1T JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT MTH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-41J3 SOG&E (800)660-7J4J PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)4J8-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)4J4-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)4J8-2722 'SAN DIEGUITO WATER DISTRICT (760)6J3-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAJN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPR/A TE J4. PERMIT COMPLIANCE REQUJREMEN TS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAi OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR / 15.16.120 A. 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND !RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITJES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED "UM/TED SITE INVEST/GA TION UPDATE", DATED 08-0J-2011 AND "REPORT OF FIELD DENSITY TESTS", DATED 01-J0-2012, PREPARED BY [AST COUNTY SOIi CONSI/I TAT/ON & FNGR, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT J HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK,:, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ R'"A"'N-'-'C"'H"'O_;Cs:,O,:,:A,.,,S"'TAceL....=ENccGeclNceEa.sE"'R,clNeeG_;&:....,S,,,Ucc,R..cVEe_Yl'-"N-"G'----- ADDRESS: -~16"'3~5~S~ . ...,_R~A~N~C~H"-O~S~A~N~TA"--'-F~E...,_R'-'O"'.~S"'T."'E_,_2s.,0,,,6,__ CITY, STA TE: SA/ll MARCOS, CA 92078 TELEPHONE: (f6@) 510-J/52. BY.~~l~#~/_. - ; OOUGLAS't:OGAN DA TE: R.C.E. N0.: __ 3"'9'-'7-"'2"-6 ____________ _ REG/STRA TION EXP/RATION DA TE: _ _c:12""/-"3.,_.1 /'--'1-"J ____ _ SOILS ENGINEER'S CERTIFICATE I, MAMA.DOU DIALLO , A REGISTERED (CIVIL/ GEOTECHNJCAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF 06-09 , 20 01 AND 02-08 , 20_12_. TWO COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THO OFFICE OF T, E CITY ENGINEER. /) I\ . / a ~/, s1GNED: nv1~~,,Ji k v.i n.. ~ , ,, ., G.E./P.E. NO.: GE 2074 / RCE 54071 DA TE: _ _.::,•l_:-:..Jlc:,>..,c-=-?."'-"0-'1_,_?.._~--------- LICENSE EXP/RATION DA TE: 12-JJ-20/J OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OB.-JY!~BE RETAINED TO SUPERVISE OVER-ALL ~l~~DINGcc~ADVISLN THE COMPACTION AND STABILITY OF THIS _./ t/~(~,(c___ LA COSTA BLUFFS, LLC DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY DIGITAL METHODS FROM INFORMATION GATHERED ON 06/08/2000 , BY PHOTO GEODETIC CORPORATION TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 216-300-19 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 334-1695 AND CARLSBAD DWG. #296-5 , SHEET 191 of 225 BENCH MARK DESCRIPTION: SET ROD DRIVEN TO REFUSAL WITH CAP. LOCATION: 220-FT. WEST OF ROMERIA 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.# 020. ELEVATION: 104.250 DATUM: NAVD 29 OWNER/PERMITTEE LA COSTA BLUFFS, LLC 187 HOCH WAY HEMET, CA 92545-8872 LEGAL DESCRIPTION CERTIFICATE OF COMPLIANCE. PER DOC. NO. 2011-0672350 RECORDED 12-14-2011. REFERENCE DRAWINGS DWG. NO. 169-4. SHEET 5 & 6 EARTHWORK QUANTITIES CUT: 100 CY FILL: 1nn CY IMPORT: n CY EXPORT: n CY REMEDIAL· n CY SHEET l~DEX SHEET 1 SHEET 2 COVER SHEET GRADING PLAN .. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 ~ ' .. 1/r;, -,\, \_l_Jef_,_ ,t--,CJ -Po , '" ·-y ' ~ N 7' , , ♦NOT TO iJ' -· ··1 SCALE \ CJ "-----Z.:> ~ ,: C ' l WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUJL T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS . THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLO~NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. Cl TY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS ! CITY OF VISTA 4. RESOLUTION N0._.,,_68s,:4,:_c7_ DATED 12-07-2011 L.,_··-··-··7 ,'\.. ~ ii,j' ..-., < RON1 ' -5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN • :i.. nALOMAR IY~ I(° ~ \ ~'" ~ ~ ROAO "-----"" SAN MARCOS "' '(Y BOOK). • 6. SOILS REPORT AND RECOMMENDATIONS BY EAST COUNTY SOIL CONSULT AT/ON & ENGR., INC. DATED 08 OJ 2011 & 02 08 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. \\~. ~l'---~.~Y.,.>2 '\ "'0 clTY OF \\°"\.:~: Pif . "GA <,, U ~SITE "-LJ. N/A 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED----------- 2012 \ r:-.t· ').,,:-:-~✓-\...r)7 ~'?." PACIFIC ' .. \~;·--c~i:;,;,\f~ '\'""' N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _______ _ OCEAN I\R ,' !} , 10. STORM WATER POLLUTION PREVENTION PLAN 5Wf'PP /12-08 PREPARED \ \i, ' ! < •.. J BY RANCHO COASTAL ENGINEERING & SURVEYING DATED_~0~11~2=0~/2=0~1~2_ I l .. ./'•.. a? ! WDID NO. 9 375 NIA \ \ l"=,,-··---c.. j ! ...--n... .. ...i N/A 11. STORM WATER MANAGEMENT PLAN PREPARED CITY OF ENCINITAS T.B. PAGE 114 7-H1 RANCHO COAST AL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107-297 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fox BY ___________ DATED _________ _ 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCT/ON SITE BMP MANUAL. LEGEND ALL STANDARD 'DRAWINGS ARE PER THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. DESCRIPTION DWG,NO. SYMBOL QUANTITY EXIST. MAP BOUNDARY .............. . ----- LOT LINE ..... EXIST. CONTOURS .............. . ····················-·-"-110----- PROP. CONTOURS ..................... . ............. ----110•~--- FLOW PATH (1 % MIN.)......... . .. ----,> ----,> ~~; ~~~iLR~~~~T Sf ALE· · ····· ··· ·· · ·~ 30 L.F. RETAINING WALL. · · · · · · · · · · · · · · · · ·C-4 .......... ·---==---=--• .50 S.F. PCC DRIVEWAY··················*G-14A ····· 250 S.F. '{)~~~o.>fl~L,HEA0W~-•.. -.. ,._.:-~.~ ·-•;·.>• .. 4' -~~··~-~~•-' ___ · .... -. '-'~--··-~----_·-j 1 EA. \-1.~ -4"PVC/ABS DRAINPIPE····~,..~-,N/A··:-, ...• ,.c··-·•. , ···· 440 L.F. TYPE 6" AREA DRAIN····················· N/ A· · · · · · · 18" SQ. AREA DRAIN · · · · · · · · · · · · · N/ A··········· PER SHEET 2 DOUBLE 3" PIPE·················· ·D-27 · · · · · · UNDERDRAIN 11111 19 EA. 4 EA. 21 L.F. *CITY OF CARLSBAD MODIFICATIONS TO THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) REQUIRED TREATMENT CONTROL BMP TABLE AGREEMENT · FREQUENCY DESCRIPTION OWNERSHIP MAINTENANCE~INTENANCE t------+-------t-----1--------: . . I I\ .. ~ ... ~=+--·---+----+---I----- ~ROJECT PRIORITY NON PRIORITY PROJECT PL~NING1 DEPARTMENT APPROVAL ~ YL DATE:t-//i<i/12. DON NEU CITY PLANNER ~~~ DATE:'f /ft'/ 17. RECOMMENDED BY: 6-,eq £;, /4.e,e, '-J (PRINT NAME) "AS BUILT" h, ~1, -U :a7 ocrJe. ~,s RCE 3M'( EXP. IC;/iU//V DA ~E 7 REVIEWED BY: SE:E 5HE£-r z_ INSPECTOR DA TE l---+-----+-----------l----+---1----1----l I SH1EET I CITY OF CARLSBAD I SHE2ETS I ENGINEERING DEPARTMENT ~P::R::E:::C::I S:;E~G::;R=A==D=IN=G==P=LA=N=s===Fo=R=:======:::...:==~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK · REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA BLUFFS LOT 407, MAP NO. 6600 APPRovE~n )(z,/1..n yd, GLEN K. CITY ENGINEER PE 41204 EXPIRES 3/31 /11 VAN PESKI fl/t/tZ oJTE OWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: S/213 RVWD BY: DEi SDP 11-05 473-1D 052512 (',J LO ~ I'") I 0 ~ LO ,-., 0 <O " ......., c., z et: w w z c., z w ....J 0 <( I-:e VI <( ..... C) 0 CJ 0 .i::,. 0 --.J I l'\>W CJ I z ..... <( 0 et: I /: I ~1 z 6/ o_O <r::n I I c.D w ' r----iril !CJ I a:, <D z r----. 0 I ' zOI Q_ 0/ <r::n I c.D .,-- N I 1, 1; I SOP I N 21 ·25' 43" W I SOP I ) 0 -- I I I N 21 ·25' 43" W - I I 11-06 160.00' 11-05 I I I I I I {/) ::, a: [D (TYP.) 16 @ 129.0 129.0 TG f 12f 4(E I 7 121.o TG 128.4 IE I I TYP.) I I 128.9 TG 128.2 IE I I I 128.8 TG 128.1 IE I I I I 128.70 TG 127.90 IE I I/ o.oo' I I ~ SOP 11-04 ~ -~ ~ ~ I ~ I I I R/W I _____ , .. I I I I I I PAD=129.0 FF=129.75 PAD=129.0 FF=129.75 2 CAR GARAGE 2 CAR GARAGE nmm PAD=129.0 FF=12~._Z~n ., ' 'I , ' ·' , , , A . , ' I. ?;z -~- 9 'I !> •• V ' " ' , , ' ., , 'I , ' ' ' ··' 'I , ' , .. v-1> ,, ., ., . 'I , ,. ~ 'I , 129.25 2 CAR GARAGE 11------'-0 ,....9"';"""="""~~11;==.,..:,=='==;~~-~~=;;=,;,===,t,..-=-= V • l>I ·. I . , I I ., ... 1>1 V .·9 . _::_. ~ I_ --' , , ' ., , , ~1 , " . ,, • 9 128.4 TG .. . 127.4 IE . ' . 'I , ~ , ·'1 \ . ,, ·, , ,. , ' 'I ~r ' ., ; ·'1 , ' r ' 129.00 , ,. ' 11 128.10 TG 126.60 IE 2 CAR GARAGE PAD=129.0 FF =129. 75 ' ., <; f~II 128.30 TG= 126.90 IE ~l....L;~~~½=,:_--4L--;;:,;-J...,,L~..L-,;~.L-;:=l~~..l,..L~ I ' . l .. !> 0 , 1 l I 'I ;§ ~ ~ / PLAN: LOT 407 135------------------------------- -------------R;w--------------- 130--F=129.75- DEEPENED FTG. PER SOILS c,;& __ I -0-§XIST:TA COSYA.AVE -- ··· _ 0 _:-__ -_zro' ,. .. ,=,.id._REET, IMPROVEMENTS- SCALE: 1" = 1 O' NOTES: 10 5 ' 0 10 SCALE IN FEET SCALE: 1" = 10' 20 4" PERFORATED PIPE-~ CONNECTED TO DRAINAGE SYSTEM 4'-4" 24" MIN. 6" -3/4" CRUSHED ROCK BMP INFILTRATION SWALE DETAIL NOT TO SCALE *"ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND. 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. NOTE: VEGETATED 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 BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION . WORK TO BE DONE 0 ® (j) CONSTRUCT 24' WIDE P.C.C. DRIVEWAY PER G-14A. EXIST. SEWER LATERAL TO BE UP-SIZED PER DWG. NO. 473-1 REMOVE EXIST. WATER SERVICE. PROPOSED WATER UTILITIES, PER DWG. NO. 473-1 RETAINING WALL PER C-4. © ® © (j) KEYSTONE RETAINING WALL PER BUILDING DEPT. PERMIT. NO. CB112535 6" AREA DRAIN. ® ® 4" PVC OR ABS DRAINPIPE @ 1.0% MIN. _ (OR AS NOTED). 18" SQ. DRAIN WITH TRAFFIC GRATE RATED FOR LOAD CLASS "c", OR EQUAL. OUTLET DRAINPIPE INTO '€-;;i1c:Afiw;u:--~---.;E~ :J W/ 4'x4' OF NO. 3 BACKIN<°;'RIP.=.c(AP. Jf81!J 'I.IR ... ,.__,._ ___ ···-"·,. 18" SQ" AREA DRAIN BOX. ---. DOUBLE 3" PIPE UNDERDRAIN PER 0-27. BMP INFILTRATION SWALE WITH UNDERDRAIN. SEE DETAIL THIS SHEET. ® DEEPENED FOOTING, NOT PART OF THIS PERMIT. (FOR INFORMATION ONLY) @ 12" DIA. PAVERS, NOT PART OF THIS PERMIT. (FOR INFORMATION ONLY) 6" P.C.C. OVER NATIVE COMPACTED TO 95% OR PER SOIL ENGINEER'S RECOMMENDATIONS. RANCHO COAST AL ENGINEERING & SURVEYING C 39726 "AS BUil T" SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., /1107-297 SAN MARCOS, CA. 92078 REVIEWED BY: /, (760) 510-3152 Ph / (760) 510-3153 Fax ___ .,,. ----'3 ·- INSPECTO o c:Te~ ?o1.1 DATE 1------+-----t--~--------f---t---t------t----t I SH2EET I CITY OF CARLSBAD I SHE2ETS I ENGINEERING DEPARTMENT ;:;P::;R::;E~Cl::;S~E'...'.G:::;R~A~D~IN~G~P~LA~N~S~FO~R;:::=· ======-====== LA COSTA BLUFFS LOT 407, MAP NO. 6600 4" PVC/ABS 125_ ----------□RAIN -----------------STRUCT. 125~NGINEERS __ , " tP~~'"====;:,9];;;~ ~--e/L . .,,fll! ~-. , -MIRAFI FW 400 • ALL ROOF DRAINAGE TO CONNECT INTO DRAIN SYSTEM THAT OUTLETS INTO BIO-SWALE - • TW -INDICATES FINISH GRADE @ TOP OF WALL GLEN K . VAN ~ESKI 5/i/!Z SECTION @ LOT 407 SCALES: HORIZ. & VERT.: 1 =5 BMP INFILTRATION SWALE PER DETAIL GEOTEXTILE LINING OR EQUAL SECTION @ LOT 407 SCALES: HORIZ. & VERT.: 1 =5 • BW -INDICATES FINISH GRADE @ BOTTOM OF WALL. DATE INITIAL ENGINEER OF WORK CITY ENGINEER PE 41204 EXPIRES 3 31 11 REVISION DESCRIPTION OWN BY:~-- DATE INITIAL DATE INITIAL CHKD BY: ';jfZIJ OTHER APPROVAL CITY APPROVAL RVWD BY: DE[ PROJECT NO. SOP 11-05 DATE DRAWING NO. 473-1D 'j . 052512 N LO ~ t') I 0 ~ LO ~ 0 CD r--......., 0 z 0:: w w z 0 z w _J <t: 0 1--(/) :E <t: 0 I\) G') CJ 0 .i::,. 0 --..J I I\) w CJ I z ~ <t: 0 0::