HomeMy WebLinkAboutDWG 440-5G; CT 02-17; FAIR OAKS VALLEY LOTS 24-26, 29-32; 01-03t·-- .
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GRADING NOTES OMWD NOTES WORK TO BE DONE
(IN ADD/110N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28, LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED 1. CONTRACTOR TO MAINTAIN MINIMUM J FEET OF COvl:R Ovl:R EXISTING OMW FACIU11ES THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
CARLSBAD MUNICIPAL CODE.) BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR AT ALL 11MES DURING CONSTRUCTION REMEDIAL GRADIN0, DRAINAGE FACIU11ES, EROSION CONTROL FACIL/11ES, AND
1. THIS PLAN SUPERS£DES ALL OTHER PLANS PREVIOUSLY APPROvl:D BY THE CITY THIS PROJECT, DRAWING NO. #0-5L, AND/OR AS DIRECTED BY THE CITY 2. RAISE EXISTING VALvl: CANS (SEE UNIT G & UNIT G-1 PIPELINE DWGS 464-22 & 22-50) PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADIN0 PLANS,
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. ENGINEER OR PLANNING DIRECTOR. TO MATCH FINISH GRADE PER OMW STANDARD DRAWINGS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET ;,-, ..
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/vi: ANY PORTION OF THE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE J. PROTECT IN PLACE, REMOvl:, AND/OR H/GHL/NE EXISTING FACIU11ES AS DIRECTED OF PLANS AND THE CITY STANDARDS, SPECIF/CA 110NS, REQUIREMENTS, RESOLUTIONS L;*' . 1 CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/110NAL APPROVAL, CITY THE WORK OF THESE GRADING PLANS 111TH THAT SHOWN ON BOTH THE LANDSCAPE 8Y OMW REPRESENTA11vl:. AND ORDINANCES CITED ON TH£SE PLANS. , 1 ~"'•~,
STANDARDS OR OTHER ADDl110NAL DOCUMENTS LISTED HEREON AS THEY MAY AND /RR/GA 110N PLANS AND TH£ IMPROvl:MENT PLANS AS R£QU/RED FOR THIS THE GRADING WORK SHALL 8£ P£RFORMED IN ACCORDANCE 111TH' THE FOLLOl\1NG , :~)!
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 11ME R£QU/R£M£NTS. 4. DISTRICT REPR£S£NTA 7711: SHALL BE PR£SENT AT ALL 11MES DURING CONSTRUCTION DOCUMENTS, CURRENT AT THE l1M£ OF CONSTRUCTION, AS DIRECTED BY THE CITY !ei'., ff-
RE\IISE THESE PLANS WH£N NON-CONFORMANCE IS DISCOVERED. JO. ",..,£RE AN EXISTING Pl!'£ LIN£ /S TO B£ ABANDONED AS A RE:SULT OF 7l-lE N£AR £X/ST/NG OMWD FAC/l.111£S, £NGIN££R. );;:iJ 'JJ•--~+' J. CITY APPROVAL OF PLANS DOES NOT REL/Ev!: TH£ DEvl:LOPER OR £NGINE£R-0F-nn LW)) SEWER NOTES · ;,
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS GRADING OPERATION, IT SHALL BE REMOvl:D l\1THIN TV<£NTY FEET OF BUILDING 1. CARLSBAD MUNICIPAL COD£ \'''1·
D/SCOvl:RED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY OR STR£ET AREAS AND REPLACED WITH PROP£RL y COMPACTED SOILS. IN OTHER 1. ALL SEWER WORK TO BE DONE IN ACCORDANCE WITH FAIR OAKS VALLEY IMPROvl:MENT 2. CITY OF C''RLSCAD ST.i\NDARDS ,';} I .. _____ _ SUBMITTED TO THE CITY £NG/NEER FOR APPROVAL AREAS THE PIP£ 111LL BE PLUGGED 111TH CONCRETE OR REMOvl:D AS APPROvl:D BY PLAN CITY OF CARLSBAD DWG. NO. 440-5. " " .1 ~
4. A RIGHT-OF-WAY PERMIT FROM ,THE: CITY ENGINEER WILL B£ REQUIR£D FOR ANY THE CITY ENGINEER. J. THIS SET OF PLANS J~\,>\
:~~Fld~TETH~F p1¼~~AN~~H~us'r BE:w~rED':l~7NG ~E crfrR~l c:fil.~~gE. A~ Jl. r~BoC.%N~~gi~~ A5toALfjND~R~lou"'?Jf) ~f,.,1~0~E0~Rt}E~T Ef,ifETIN~u/;-~7~¼1lt} NOTES: 4. CITY OF CARLSBAD RESOLUTION NO. 6383. 6384 & 6385 DATED 2-6-2008 :r;t1
~. AN ADDITIONAL INSURED ON THE P£RMITTEE'S POLICY IN THE MINIMUM AMOUNT AHEAD OF GRADING TO PERMIT THE R£\IISION g~ifi.J~fR1:llf/.F irsptop~s~t .1. SEE CITY OF CARLSBAD DWG. 44O-5A FOR MASS GRADING & DWG. 5. THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCT/ON (GREEN ,ri;1•i·
g~M,1N°~0·~7n~~ mt p%jg~ i3~¥RRJ::: A 0~A~~giu'[J: ~-1~%u~11MR r::o¼~~ THAT TH£ AC7UAL LOCATIONS ARE IN 2. i4fR1AtftT 5l~EEJI01t'lffJfr~t:t'1iA·sIN PROPOSED FOR ENTIRE BOOK). ;~"' .
1(1%,;~ 5JfffofATEGORY OF CLASS V OR BETTER AS ESTABUSHED BY "BESTS" KEY J2. [_lJ~STCOYTRAfJ_DRwos:!tio NgftJ ~~rt$TEfo U~~JJif,.DjiP~~~g,JgE~~i~owfliEfiT 3 _ SJ1ffIJJ~~0:4t.~~ ~~%· E~'W~:ORK QUANTITIES FOR ENTIRE 6• g~l/iDRff~~JB:~D2~E~g~r~D~Pi~NJ: ~~PORT DArft°itri~ ~f.· 2006 ,;,;;i•:Jf
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, FACIL/llES AND SHALL COORDINATE TH£ WORK WITH A COMPANY REPR£S£NTAT/vl:, SUBDIVISION. 7. THE SAN D/£GO REGIONAL STANDARD DRAl\1NGS AND AS MAY BE MODIFIED BY \i,' ,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE 800 422_4133 THE CITY OF CARLSBAD STANDARDS, ,,';{j ;,· \
PERMITS FROM THE BU/LO/NG DEPARTMENT. UNDERGROUND SERVICE ALERT 80 660-7343 8. CAUFORNIA COASTAL COMMISSION D£vl:LOPMENT P£RMIT COND/110NS ~fcj, . ',, ,
6. NO WORK SHALL 8£ COMM£NCED UNnL ALL P£RMITS HA vi: BEEN OBTAIN£D FROM PSDAGC&IFI~ c"LL 80 892-0123 DA TED NIA . •, •• ·' ~.___,.,.
THE CITY AND OTHER APPROPRIATE AGENCIES. TIM£ WARNER CABLE 76 438-7741 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED SEPTEMBER 27, 2005 "f.! : COX COMMUN/CA 110NS 76 806-9809
1. APPROVAL oF THESE PLANs BY THE c1TY ENGINEER DoEs NOT AuTHoR1zE ANY ciTY oF CARLSBAD (sTREEsT & STORM DRAtNJ 76 434-2980 VI c IN I TY MAP 10. sTORMwA TER PoLLunON PREvi:NnoN PLAN rsWPPPJ PREPARED BY PASCO LARE:r su171;R .~ ... ·~i.rl· WORK OR GRADING TO 8£ P£RFORMED UNTIi. TH£ PROPERTY OWNER'S PERMISSION 'CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 760 438-2722 & ASSOC[All;S DATED QCTQBfR ~1 2012 WDID NO. 9 J7CJ6792J ,: ·!
HAS BEEN OBTAINED AND A VAUD GRADING P£RMIT HAS BE£N ISSUED. •SAN DIEGUITO WATER DISTRICT 760 6JJ-2650 NOTE: 11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOC/A TES ··., , 8. No R"\IISIONS WILL BE MADE TO THESE PLANS 111THOUT THE WRITTEN APPROVAL 'LEUCADIA WASTEWATER DISTRICT 760 753-0155 THE FOLLOl\1NG LOTS MARKED WITH A I EFI ON THE PLAN CITY OF OCEANSIDE DA=D OCTOBER 25 2012 ""I
OF 1H£ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE •VALLECITOS WATER DISTRICT 76 744-0460 SHEETS REQUIRE A SEWER BACKFLOW PREVENTION VALvl:: 78 ,c ~ ,y;ll•
APPROPRIATE SH£ET OF THE PLANS AND THE TITLE SHEET. •OUvl:NHAIN WATER DISTRICT 760 753-6466 12. CAUFORNIA STORM WATER QUALITY ASSOC/AT/ON Bl.IP CONSTRUCT/ON HANDBOOK AND , .
•BUENA SANITATION DISTRICT 760 726-1340 L T ,, SEE T.ABLE SHEET CALTRANS CONSTRUCT/ON SITE BMP MANUAL , , 9. ORIGINAL DRA l\1NGS SHALL BECOM£ TH£ PROPERTY OF TH£ CITY UPON BEING *AS APPROPRIA TEO ~ ",J•i
SIGN£D BY THE CITY ENG/N££R. 24, · · · · · · · · · · · · · · 2 END .,.,. ;j '~ JJ. PERMIT COMPLIANCE REQU/R£MENTS: 26 ............ , .. 2 LEG , · ·, ill
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS A. FOR CONTRO D GRADING -THE APPLICANT HIRES A CIVIL ENGIN£ER, 29 ............... 2 NOT TO · i
BY THE ENGIN££R-0F-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE SOILS ENGIN£ER, AND OR GEOLOGIST TO G/vl: TECHNICAL ADVICE. 30 .......... , .... 2 -+,jQ,1,-sCALE DESCRIPTION SYMBOL i
CITY. 08SERvl: AND CONTROL THE WORK IN PROGRESS {15.16. 120.8/ i\
11. ACCESS FOR FIR£ AND OTHER EMERGENCY vl:HICLES SHALL BE MAINTAINED TO CARLSBAD MUNICIPAL COD£. SUBD/\IISJON BOUNDARY --- ----1 ';j , THE PROJECT SITE AT ALL T/M£S DURING CONSTRUCT/ON.
12. =£RE TR£NCH£S ARE l\1THIN CITY EASEMENTS, A SOILS REPORT COMPRISED B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOl\1NG CITY OF VISTA PROPOS£D LOT UN£ I nn REPORTS MUST BE SUBMITTED TO THE Cl TY ENG/NE£R \IIA TH£ ,
OF: (A) SLJMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION PROJ£CT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE: ROA PROPOSED UMIT OF PAD ---------·,·· .. CURvl:S, SHALL B£ SUBMITTED BY A PROF£SSIONAL ENGINEER OF THE $TA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPUED SO/LS (1) FINAL REPORT BY SUPERVISING GRADING ENGIN££R STA 11NG ALL ~ FIRE BUITTR LIN£ ' "·•
MECHANICS. THE SOILS R£PORT l\1LL BE SUBMITTED TO THE CITY ENGINEERING GRADING JS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ~o ·. '.):· ~
INSPECTOR l\1TH/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. AND /RR/GA110N ARE INSTALLED IN CONFORMANCE WITH CITY CITY OF PROPOSED CONTOUR ----i~f---. }\,' ~
13. A SO/LS COMPACTION REPORT AND COMPLIANCE vl:RIF/CA 110N REGARDING CODE AND THE APPROvl:D PLANS ( OBTAIN SAMPLE OF COMPUANCE "-"""' SAN MARCOS ,"
ADHERENCE TO RECOMMENDA 110NS OUTLINED IN THE SOILS R£PORT IS REQUIRED LETTER FROM CITY ENGIN££RING DEPARTMENT). PROPOSED IND£X CONTOUR -----jG19Jc---'' I
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING (2) AS-0 U/LT GRADING PLAN. '~' '
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE: " EXISTING CONTOUR - -----429 ·· --·--'"·•:; STATE OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN THE Fl£LD OF APPUED (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES .,·"
SOILS MECHANICS, ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN RECOMMENDED SOIL BEARING CAPAC/11£S, A STATEMENT AS TO CAMINO JUNIPERO EXISTING INDEX CONTOUR ----430----• ,~·
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA110NS AND THE THE EXPANSlvl: QUAUTY OF TH£ SOIL, AND SUMMARIES OF PACIFIC ___ _ _ __ ,•· f'
• EARTHWORK SPECIFICA110NS • ATTACH£D TO THE PREUMINARY SOILS ~i~iDE A~D ST1tii:~1~?Riy TEt,f· s6iii ~Woti¾R S~lj;T ~f S/fE RIGHT OF WAY ~" ,'
/Nvl:ST/GA 110N, DAILY FIELD COMPACT/ON REPORTS WILL BE SUBMITTED TO THE GRADING WAS DONE IN ACCORDANCE l\1TH THE REQU/R£MENTS AND OCEAN LIMIT OF GRADING '!I/ '!I/ '!I/ ;J f,,
14_ ~Ro'!ezc:;:::t//fc°!:ON !,/EFT/NG 51:fALL BF HF/ D AT 7HF S/1f PR/DR TO 1HE R£COMMt/ol[)A T/ONS OUfLINf[) IN TH£ PREUMINARY SOILS RtPORi 2, 1 MAX SLOPE y y y ,1,,J~
8£G/NNING OF WORK AND SHALL BF AnENQFQ BY Al I RE:PRfSENTATIVfS AND ANY SUPPLEMENTS THERETO. -- - - -, ,;,,i
RESPONSIBLE: FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY OF ENCINITAS 6" CURB & GUTTER (PER SEPARATE PLAN) ',.,/ ~. i ASPECTS OF llif WORK. TH£ CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON CITY. , ... 1 ,
MEETING BY CALLING THE INSPECT/ON LINE AT (760) 438-3891 AT LEAST Flvl:(5) 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED l\1THIN ONE (1) RETAINING WALL (PER SEPARATE PLAN) 1 }!~! \
WORKING DAYS PRIOR TO STARTING CONSTRUC'flON. THE CONTRACTOR WILL THEN BE YEAR AFTER THE: CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQU/R£D EROSION CONTROL NOTES · ; 1 ,' \
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL B£ REQUIRED FOR 1. IN CA5£ EMERGENCY WORK IS RE:QUIRED, CONTACT JACK HEPWORIH. PHO//£: (760) 91&-6768 PROPOSED BUILDING ,, fi', \ '',,_____./
PRECONSTRUC110N MEETING. APPROvl:D DRAl\1NGS MUST BE AVAILABLE PRIOR TO ANY SUCH RECHECK. PROPOSED STiORM DRAIN _ _ _ _ _ _ _ _ _ ,, •: ... '.·,·~J SCHEDULING. THE GRADING PERMIT l\1LL BE PROVIDED BY TH£ PROJECT INSPECTOR = " c A" LE AT ALL n"cs DU~NG · · ' AT THE M££11NG. JS. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL /Nvl:S11GA 110N, SHELLEY PROPERTY, 2. £QUIPM£NT loJolD WORKERS FOR EMERGENCY WORK SHALL ac m:Wc ✓A/LAB me "' BUILDING S'"'TBACK UN£ ;.;,· ·,.: 1H£ RAINY 5£ASON. ALL N[CESSARY MATERIALS SHALL BE: STOCKPILED ON sm:: AT CONVENIENT C -· - - - -' 15. ALL INSPECTION RFOl]FSTS OTflFR THAN FOR PRECONSTRUCTION 1,/FFT/NG Wl BF CARLSBAD, CAUFORNIA PREPARED BY GEOCON INC. GEOTECHNICAL CONSULTANTS. LOCAnONS TO FACILJTAlf RAPID CONSTRUCnON OF TEMPORARY DEVICE:S WHE:11 RAIN IS EMINENT. ,: :•~-t
MAQF BY CAI /ING THf ENGINEER/NG 24 HOUR INSPECTION REOI/EST t/Nf AT DATED NOVEMBER 27 2001, AND UPDATE R£PORT ENDUED UPQAIE GEOIECHNICAL PROPOSED ROOF LINE _ _ _ _ _ _ _ _ _ · •,r -;: (76D) 4JB 3891, fNSPECTION REQUEST MUST BF RECEIVED PRIOR TO 2:00 P,M, INVESTIGATION SHFI f FY PROPERTY CARI SBAQ CAl/fORNIA DA1FD ,Rl/ff 26 2006, SHALL BE J. 0£VICES SHOWN ON PLANS SHALL NOT BE: MOVfV OR MODIA£D Wl1HOUT 1H£ APPROVAL OF 1HE ·; ;;
ON THE DA y BEFORE TH£ INSP£Cl10N IS NEED£D. INSPECTIONS WILL BE MADE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DON£ IN ENGINEERING INSPECTOR. SEWER MAIN (PER SEPARATE PLAN) --S•---S--,.,.,.,,
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. R£QU£STS MAD£ AFTER ACCORDANCE: l\1TH THE RECOMMENDA T/ONS AND SPEC/FICA T/ONS CONTAINED IN SA/0 SO/LS REPORT. 4. 1HE COi/TRACTOR SHALL R£STORE ALL EROSION CONTROL DEVICES TO WORKJNG ORDER 10 1HE ' '.',·.•,'.:,.,•t.:,•,•.
2:00 P.M. l\1LL B£ SCHEDULED FOR TWO FULL WORK DAYS LATER. SAnSFACnON OF 1HE CITY £NG/NEER N'T£R EACH RUN-Off PRODUCING RAINFALL. SEWER LATERAL (PER SEPARATE PLAN) -------< S
r·· '~-16. THE OWNER AND/OR APPLICANT THROUGH THE DEvl:LOPER AND/OR CONTRACTOR "DEC• ,,.,,TION OF RESPONSIBLE c•unGE" 5. 1H£ CONT«ACTOR SHALL INSTALL ADDlnONAL EROSfON CONTRat. IIFAS1JR£S AS MAY BE' R£QUIR£D WATER MAIN (P£R S£PARATE PLAN) --W---w--. j.;;·r': SHALL ,DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING J.dU\A n,u\ BY 1H£ CITY ENGINEER DUE TO UNCO/,IPLET£D GRADING OPERAnONs OR UNFORESW/ ' ,,,,
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, / HEREBY D£CLARE THAT/ AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT / C/RCUMST/oJolCE:S WHICH MAY ARISE. WATER SERVICE (PER SEPARATE PLAN) □ ® ,: ":1,1·•'.,,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. HAVE EXERCISED RESPONSIBLE CHARGE Ovl:R THE DESIGN OF THE PROJECT AS DEFINED 6. 1H£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NEC£SSARY PR£CAUnONs TO PREVENT , ,. m
... /7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMtmNG IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS PUBLJC TR£SPASS ONTO AREAS WHERE: IMPOUND£D WAlfRS CREAlf A HAZARDOUS CONDlnON. PROPOSED AREA DRAIN ° , (i :
· A DETAIL PLAN TO THE CITY ENGINEER AND/OR coNCERN£D AGENCY sHomNG coNs1sTENT 111TH CURRENT STANDARDS. ALL = PROPos·~D HARDSCAPE I .. · , , 21 · ' . , .~ ·I <1 · THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO B£ MADE 7, ALL EROSION CONTROL MEAS1JR£S PRO't10£0 PER 1H£ APPROVED GRADING PLAN SH ac c . u , i
OF WORKER PROTECTION FROM THE HAZARD OF CA \I/NG GROUND DURING THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA 110NS BY THE INCORPORA TfD HER£0N. PRO. POSED FLOWLINE __ . _ ')! "'
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIPE /NSTALLA110N CITY OF CARLSBAD DOES NOT R£UEvl: ME, AS ENGINEER OF WORK, OF MY 8. GRADED AREAS AROUND 7H£ PRo..£CT PERIM£T£R MUST DRAIN AWAY FROM 1HE FACE OF SLOPE AT ;.:
TH£R£/N. THIS PLAN MUST BE PREPARED FOR ALL TR£NCHES FIVE F£ET (5') OR RESPONSIBIU11£S FOR PROJECT DESIGN. 1H£ CONCLUSION OF EACH I\ORKING DAY. SEWER BACKFLOW PREvl:NT/ON VALvl: I BFI .q
MORE IN DEPTH AND APPROVED BY THE CITY £NG/NEER AND 10R CONCERNED , .•,i.••.',.~'i , AGENCY PRIOR TO £XCAV.''110N IF ~•F PLAN VARIES FROM THE1SHORING SYSTEM FIRM: PASCO LARET SUITER & ASSOCIATES 9. ALL REMOVABLE PROT£CnVE 0£VIC£S SHOIIN SHALL BE IN PLACE: AT 1H£ END OF E:ACH I\ORKING ·
'' " ' /CL v DAY WHEN 1HE AVE(5) DAY RAIN PROBABIUTY FORECAST £XCEEDS FORTY PERCENT (40%). SILT .,., · ~ STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. 11TLE 8 ADDRESS; 535 N. HIGWAY 101 SUITE A f4 ~ AND OTHER DEBRIS sf/ALL BE: REMOVED AFTER EACH RAINFALL. ~ •• ~~
CALJFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A CITY. STA TE: SOLANA BEACH CA ~ No. 73620 ~~.•.·1·1,1½.; RFG/S]ERE:O FNG/NEFR AT THE CONTRACTORS fXPFNSE A COPY OF TH£ OSHA o: 5xp. 12/31/1 10, ALJ. GRAVEL BAGS SHALL BE BURLAP TrPE: WITH J/4 INCH MINIMUM AGGRE:GRAIE ir'i
£XCAVATION PERMIT MUST B£ SUBMITTED TO THE INSPECTOR PRIOR TO TELEPHONE: ~858~259-82~1 a LEGEND OF ABBREVIATIONS :A ~ £XCAVA T/ON { ' 1, 7., ,Z f I .,( 11. SHOUW GERMINA110N OF HYDROSEEDED SLOPES FAIL TO PROVIDE UFE:cni,r COIIE'RAGE OF .,. [:".
18. NO BLASTTNG SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN BY: &1hl1 (Wl'L"u;?A,M . MAA,Clt./K) DATE:_-.,._)+-ft>C::J.L+-, '-1')_,.,____ \.. i~iws~C:t~N&Wuf8W~~ok~Wc!0wiM0~g~ 'iloTJtt°t:rtiro~ONBSJ,JAft!MfrttifY TC TOP OF r»iB . 'ilf
OBTAINED FROM THE CITY OF CARLSBAD, SUBMIT APPLICATION FOR BLASTING CONTRat. HloJolDBOOK OF 1H£ DEPARTMENT OF CONSERVA110N, STAlf OF CALJFORNIA. GB GRADE BREAK . i •'--
P£RMIT WELL IN ADVANCE OF TH£ SCH£DUL/NG OF BLASTING OPERATIONS. R,C.E. N0.:.~7J=6=2~0_____________ ~ t&r:'t?J/f • .:1 .. ••.·11,-.1.·'..'·,
19. IF ANY ARCHAEOLOGICAL R£SOURC£S ARE DISCOVERED 111THIN ANY WORK AREA REG/STRATTON £XPIRA110N DATE:_:..:12,,_/.::.31:../..:.16:_______ FL FLOW LIi£ , f.
DURING CONSTRUCT/ON, OPERATIONS . mt,L CEASE IMl,lffi/ATELY, AND THE FS FINISf£D SLflFACE " t•
P£RMITTE£ l\1LL NOTIFY THE CITY £NGINE£R. OPERATIONS WILL NOT RESTART SOURCE OF TOPOGRAPHY FG FINISH GRACE •1f,
UNTIL TH£ PERM/TT££ HAS R£C£/vl:D WRITTEN AUTHORITY FROM TH£ CITY SOILS ENGINEER'S CERTIFICATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL ST STFEET , ; [:}
ENGINEERTOOOSO. PHOTOGRAPHICM£THODSFROMINFORMAT/ONGATHEREDON TH TOPOFWALL "AS BUILT" '? .. -
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING I, ,s.HAJ,J.J W"'-§et, I , A REGISTERED CIVIL SEPTEMBER 1, 2000 BY TOW/LL, INC. BH BOTTr»I OF HALL ·_,tfai' 1
WARMING UP, REPAIR, ARRIVAL, D£PAR7URE OR OP£RA 110N OF TRUCKS, ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALL y DOING BUSINESS TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP NTS I-IJT TO SCALE dtdlc/1~ g 1)
EARTHMOVING £QUIPM£NT. CONSTRUCTION £QU/PMENT AND ANY OTHER ASSOC/A TED IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A ACCURACY STANDARDS. GFF GARAGE FINIS/ED FLOOR FACE " Ll i :1· ~\. ii ,/'
GRADING EQU/PM£NT SHALL B£ LIMITED TO TH£ P£RIOD BETWE£N 7:00 A.M. AND SAMPLIN AND STUDY OF THE SOIL COND/l10NS PREV!LENT WITHIN THIS FF FINIS/ED FLO<Xl " ....__, _ v ,/,4 £/ ,n 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING G " R/1'1 RIGHT OF WAY _ _ L _ ~ 1/i--;J/L.J). 1 ,, ,~ /, Qp£RAT/ONS SHALL B£ CONDUC=D ON WEEKENDS OR HOUDAYS. 'A UST OF CITY SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE: DATES OF PROJECT LOCATION 6FB GARAGE FINIS/ED FLOOR BAO< 1,~ ,..,. 4 ~~ r ... t·,.,, .. ,,,_. _ .. /-'
•~ '') ':\D:I -r."7 , 20d>i AND fill& Y , 20 /5:' · TWO BF SEWER BAa<FLOW PREVENTION RCE EXP/F[';/ /~ DATE ·1 ·· · · HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER. COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY THIS PROJECT IS LOCATED 111THIN ASSESSORS PARCEL NUMBER(S) VALVE -·~ .. , ~ ,),, •~
21. ALL OFF Sill; HAUL ROUTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO TH£ RECOMMENDA T/ONS, HAS BEEN SUBMITTE:D TO THE OFFICE OF THE CITY 223-061-01, 223-061-02 ! J, . ~-
?to~K~NGJN££R FOR APPROVAL TWO FULL woRKING DAYS PRIOR To BEGINNING aF ENGINEER '/It!, 11 '!t'f g.JiALIF£~~ta. cooRDINATE INDEX oF TH1s PROJECT 1s, ~~~~~:4N2!. ~:~NGs R ,./.., /, 8 ;-.'t~•.·.··.•.',·.' hs 1315 1.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE SIGNED: --"'~---=l/cc1/-.__c.==--------& 440 SA T --· 1
D£POSITED AT, A SITE APPROvl:D BY TH£ CITY ENGIN£ER. THE CONTRACTOR BENCH MARK DWG. 44o-5 -INSPECTOR c1ATE ,:l""
SHALL BE RESl'ONS/BL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL GE ~p E NO ~"" 'Z-"11 ,.,_.f I SHf ET I CITY OF CARLSBAD w ·1.1 .. A· ·.•1: .•.. ,; ";' r----, ROUTES OR AD "CENT STR£ETS AS A RESULT OF TH£ GRADING OPERATION. • '1 ' • · .: " _, -"" -t DESCRIP110N, rap Of CONCRF1F POST MARKED K302 1935 3
23. BRUSH SHALL BE REMOvl:D ONLY 111THIN TH£ AREA TO B£ GRADED. NO TREES ARE j .:,-LOCATION: SFE SAN DIEGO COUNTY NORTH COUNTY VER71CAL CON1ROL I----J----+----------------t------t---t----t-----1 ENGINEERING DEPARTMENT .j tt ~ ~:O
TO BE REMOvl:D UNL£SS SPECIFICALLY NOTED ON THE PLAN. DATE: 7 ~14-zol DATA BOOK FOR BENCHMARK KJ02 1----+---t-----------------i-----i---;---,----, a:: .. -g .. '.~:-, :.2:i
24. ALL AREAS SHALL B£ GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF t,/ j £LEVAT/ON: 533388 DA7UM: NAVD 29 PRECISE GRADING PLANS FOR: • !fl: ~~
~~17£~M l~Nl~~:c~~!fr;[g,E~LL EARTHEN SWALES AND DITCHES SHALL HAW: A LICENSE £XPIRA TION DA TE:? 7"'L BLACKS TO NE RANCH ~l ~ l-lli~ q,~
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROvl:D SET OF EROSION LOTS 24-26, 29-31 & .52 ::?~:.·! ..,i CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPR0\1:0 BY .,, <., ...,,_,
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. OWNER'S CERTIFICATE i-,, i -8!
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM -----'.;.&!!m,!cA,/J:I, '•~iL.,-,-----,----u, n, / r 1.1,(" ~ .. , .·.· ·. · · SURFACE: AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND I [;WE) HEREBY C£RTIFY THAT A REGISTERED . SOILS ENGINEER OR "' ::,.. /2 _ 2, Q 1 I ,11 • ••
ORDERLY COND/110N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOvl:D ', g~At?ibs~~0T~£~~D 01D~1s~ B~o}. RJ,~Al~aEpliJ!ftEfJll~. i1ittLfiF CITY ENGi ER PE 63912 EXPIRES 9 30 16 DATE ~f il -;· .·,, Jfi
AND DISPOSED OF AT A SITE APPROvl:D OF BY THE CITY ENGINEER. OWN BY: WGM PROJECT NO. I DRAWING NO. ~. . ' .
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED THIS SITE. tb,& I I DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: fid/J c:i, 3. .· ~J s
l--~Wl~TH~IN~TE~N~(1~0):D~A~YS~OF~TH~£~11~M~E~l',1i~EN~:EA:C:H~SL~O~PE~IS~B~R~OU~GH~T---TO--GR--AD~E-------_:===·~~!=~~~=-=t===3~!a:':': .,~~=~'-----------------------------------JEN~GIN~E~ER~O;F~WO~RK±:::==~R;E;V~IS;l;O~N=D;E;S;C;R;IP~Tl;O;N~===~O~TH;E~R ;AP;PR;o;vA~L::b;a~TI~A;P;PR;O;VA;L~R~VWD~~B~Y~: ~~~~~C~T~~0~2~~1~7=~~4~4g0~~5~G~~ ~ :. I' 0 AS SHOWN ON TH£ APPROvl:D GRADING PLANS. ME DA TE · r " ,.· ~. ~:t, ,,,. ; II
Thu, Mar 26, 2016 1451 PRECISE GRADE PL.ANS
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FF PER f'f_AN
PAD PER f'f_ANtr··r• -7'-f't--'-. PAD PER PLAN ~-m , · I_ Wf"'rW.!•rnw....>rTT.'.:'.._-'~_,,1,-.--~rr~I I ml I ;JT[=
UNIT 1 COURTYARD DETAIL
NDS 175, 4c" ROUND
Fl.AT "TOP STRU<:TIJRAL . FORM /?OL 'rO/,f:fltfAIRIUM GRAT£ WffH INHIBITOR, OPEN. SURfAClf: AREA ·
N.T.S.
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il:i PER SDRSD G-14 ~ ~l---~"'!:.. __ J ____ __:~~~----~~~~===f3~%~MA!l5.~=t7:%:M:AX:rhj~~ fl'I 1.5% 7% MAX
9 .67% _ _ _ 13:t MAX_ 7:t MAX -- -0.5% MIN
2-3" BELOW ·· · · ··•· .-"-:,.,;. STRAIGHT GRADE ' , ..
DRIVEWAY TRANSITION DETAIL
5-6" ABOVE
STRAIGHT GRADE
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GARAGE SLAB PER
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SEWER BACKFLOW VALVE TABLE
LDT# 1ST FLODR 2ND FLOOR COMMENTS LDT#
~ i; ND 24 _,,, -~
30 YES ND 30
LOT AREA TABLE
GROSS AREA ISFJ PAD APEA ISFJ 141 1 105
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11395 9BB5
PRECISE GRADE PLANS FOR
LOTS 24 TO 26 & 29 TO 31
SCALE: 1 "=20 '
* AFFORDABLE UNIT LOT
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PRECISE GRADING PLANS FOR: 1l ·9 "'
BLACKSTONE RANCH ~!j! .l~I tJ~i
P1•sco LARET SUITER LoTs 24-26, 29-31 & 52 ~!~I , :Ii~ o °'~
" u o 1,1' sLI.I ';_ ~ , ___ ... ~ i; ,.. ..... G'l & ASS QC I AT ES -::=-:--:::---~~,J,s!!J.t.l.,{i).c__.,..-,-__ -, 'o 1 ✓ j ,11 ; ; ~ ~ ~ •. 2
~~fE.CITY OF CARLSBAD DWG. 440-5A ~~T~~TOMATIC RESIDENTIAL FIRE SPRINKLER CIVILENGINEERING+LANDPLANNING+LANDSURVEYING o: ~:~I ~E 63912 EXP;:EiJ:c~oN1~. ORA;:: NO. c, !;itiir ii~ ~
FOR MASS GRADING & DWG. 440-5 SYSTEM SHALL BE INSTALLED IN SINGLE-FAMILY 535 North Highway IOI, Ste A, Solana IBeach, CA 92075 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:¾ .,.,'.a.zb..__ 440 5G ~ ,9 ~ !_?'-~I~ r_ to FOR STREET IMPROVEMENTS REVISION DESCRIPTION -CT 02 17 w, ~ ·· L ________________________ .'.,_ __________ -=============·====:.....:D:.:/'i.::E::L::L::.:L::.N.::G~S~.-----------------~ph~85~8~.2~5~9,~82~1~2~J~fa:~8~5~8~.2~59~-~~8~1~2!J fpl~••~•~n!gl~n~ee~ri~n~g.~co~m~~E:NGl:N:E:ER=Of=WO:R:K~===============~O:TH:E;R~A~PP~R;OV;A;L:6~Cl~TY~AP~P~R;OV;A;L~~RVWD~~B~Y;: ~~~~::::::::::::::~::::::::~U ~ ; ! k" .. . I 93 _,,, .. Im ' .. ~'-'-----'
31 12037 og
Thu, Mar 26, 2015 1451 PRECISE GRADE PLANS
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LOT12 OPEN SPACE
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NOTE:
SUJDIVISION BOIJ\OARY
LOT LI/'ES
LOT NOS.
SEE CITY OF CARLSBAD DWG. 440-5A FOR MASS GRADING & DWG. 440-5 FOR STREET IMPROVEMENTS.
NOTE:
-----
xx
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN SINGLE~FAMILY DWELLINGS.
SEWER BACKFLOW VALVE TABLE
LOT # jST FLOCR 2ND FLOCfl C u.TS,,_--1
52 NO
LOT AREA TABLE
LOT # I GROSS AREA fSFI I PAD AREA ISFJ
52 I 6Z65.• I "'3j0 .
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DATE
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CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING ~Cl~TY~EN~G::IN~~P~E:::::6~3~91~2~E~X~Pl~RE~S:,;9~30~16;==:;-;:;:::;::::goA~TE~~ 0:S Ji,)·•··.::.·,·. ..1. \ . 7
535 North Highway IOI, Ste A, Solana Beach, CA 92075 !-li"oAiiiTEi'ETTNINITITiiAALrt'"""'---------------hD"'ATE=-+,N=rn=A~L-+-~DA_TE_LIN_ITI_A_JL rowN BY: WGM PROJECT NO, DRAWING NO, iii ::,,
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Thu, Mar 26, 2015 1451 PRECISE GRADE PLANS
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