HomeMy WebLinkAboutDWG 437-3A; PD 05-18; HINCKLEY RESIDENCE; 01-04GRADING NOTES
(IN ADDITION TO-. TI-IE REQUIREM(NTS OF. CHAPTER 15.16 OF Tl-IE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPRO\IE:O BY THE CITY
OF CARLSBAD REGARDING GRADING SHOIW ON THIS SEf OF PLANS.
2. APPROVAL OF THIS Pl.AN DOES NOT LESSF:N OR WAI\,£ ANY PORTION Of THE
CARLSBAD MUNICIPAL CODF, RESOLUTION OF CONDITIONAL APPROVAi., CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTEO HEREON AS THEY MAY
PERTAIN TO THIS PRO.£CT. THE ENGINEf:R IN RESPONS/Bl.£ CHARGE SHALL
REVISE THESE PLANS 'MIEN NON-CONFORMANCE IS DISCO\IE:REO.
J. CITY APPROVAL OF PLANS OOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPn. Y
SU8MIT1EO TO THE CITY ENGJNEE:R FOR APPROVAL
-f.. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ffl BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERM/f ISSUANCE, A
CERTIFICATE: OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERI.IITTE£'S POLICY IN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR £ACH OCCURRENCE OF UABIUTY. TH{ INSURANCE
COMPANY fl'Bl11NG THE POLICY MUST HAI£ A RATING Of " • ANO A SI
CAIEGORy OF Cl.ASS VAS ESTABLISHED BY "BESTS" KEY RA71NG GUIDE.
5. UNl.ESS £X£!.IP1ED BY SfCllON J01.(b)5 OF THE: UNIFORM BUii.DiNG CODE,
RETAINING WALLS OU1SIDE: OF PUBUC RIGHT OF WAY RE:QUIRE SEPARA 1E:
PERI.I/TS FROM THE BU/WING D£PARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL P£RWTS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPR/A 1E: AGENCIES.
7. APPROVAL OF THESE PLANS BY 71-1£ CITY ENG/NEf:R DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION
HAS BE£N OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO R£\//SIONS mu. BE MADE TO THESE PLANS WITHOUf THE fm/TTEN APPROVAL
OF THE Cl TY ENGINITR, NO 1EO WITHIN THE REVISION 81.0CK, ON THE:
APPROPRIATE SHffT OF THE: PLANS ANO THE Tin.£ SHEET.
9. ORIGINAL DRAWINGS SHALL B£COME THE PROPERTY OF THE CITY UPON BEING
SIGN£0 BY THE CITY ENGINITR.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFI.ECT AS-BUILT CONDITIONS
BY TH£ ENGINITR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR ARE ANO OTHER EMERG£NCY \1£11/CJ..ES SHALL BE MAINTAINED TO
THE PRO.£CT SI TE A f ALL TIMES DURING CONSTRUCTION.
12. 'MIER£ TRENCH£S ARE WITHIN CITY £ASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHE£TS ANO (C) COMPACTION
CURVES, SHALL BE: SUBMIT'TF:O BY A PROFfSSIONAL ENGINEER OF THE: STA 1E: OF
CAUFORN/A, PR/NC/PALLY DOING BUSINESS IH THE FIEl.O OF APPUEO SOILS
MECHANICS. THE SOILS REPORr 141LL BE SUBMJm:o TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD 1E:STs.
1J. A SOILS COMPACTION REPORT ANO COMPUANCE \IE:R/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OU1LJNED IN THE: SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING P£RMIT. ALL CONTROLLED GRADING
SHALL BE DONE: UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEf:R OF THE:
STA 1E: OF CAUFORNIA PRJNCIP ALLY DOING BUSINESS IN THE FIEl.O OF APPUEO
SOILS MECHANICS. ALL FILL OR FU1URE FILL ARfAS SHALL BE: CONSTRUC'TF:O IN
ACCORDANCE MTl-i THE CITY OF CARLSBAD STANDARD SPECIF/CA VONS ANO THE:
• EARTI-IWORK SPECIF/CA VONS • A TTACHEO TO TH£ PREJJMINARY SOILS
/N\IESTIGAllON. OAILY FIELD COMPACTION R£PORTS mu. BE SUBMIT'TF:O TO THE
PRO.£CT INSPECTOR.
14. A PRECONSTRUCT/Of'I MIIUNG SHAI L BE HR Q AT THf SHE PRIOR TO THF
BEGINNING Of l;l'JRK AND SHA/ L BE A UfNQEQ BY All REPRESfNTA 11\IES
RESPONSIBl.£ FOR CONSTRUCTION. INSPEC~ SUPER\//S/OpsnNG AND ALL 011/E& ASPECT$ Cf: UlE \tORK, THI; CONTRACT< SHAU SCH£ Ill.£ THE MEETING
THROUGH THE PERMIT CJ.ERK (760)4J8-J891 AT IDSf FI\IE:(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVA/LAB!.£ PRIOR TO SCHEOUUNG. THE: GRADING PERMIT WILL BE PROVIDED BY
THE PRO.£CT INSPECTOR Ar THE MEETING.
1 S. A/ I INSPfCTION RfOUfSLS 071/ER THAN FOR PRECQNSZRIJCTIQN MEfTING \j!l L BE
&4AQE BY CAI UNG Tl-if [NG/NEER/NG 24=/IOl!R WsPECllQN REQl/fST ( WE AT
(6191 :f:38 3891, INSPECT/ON REOUfST MUST BE REC£lVEQ PRIOR TQ 2: QQ eM,
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS 141LL BE MADE THE: NEXf WOR/1_DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.1.1. WILL BE SCHEDUt£D FOR TWO FULL WORK DAYS LA Tr::R.
16. THE: OlmER AND/OR APPIJCANT 71-1/?0UGH THE DEVfLOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCf ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBI.E FOR CONFORMING TO ALL LOCAi.,
STA!E" ANO FEDERAL SAFETY AND HE:ALTH STANDARDS, LA~ ANO REGULATIONS.
17. THE: CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AG£NCY SHOMNG
THE: DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE:
OF WORKER PRO!E"CTION FROIJ 71-/E HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE: PIPE INSTALi.A TION
THEREIN. 1HIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fl\£ ffET (5') OR
MORE: IN OCPTl-i ANO APPR0\.£0 BY THE CITY ENGINEER ANO/OR CONCERNED
Af;CNf:Y PRIOfl TO EXCAVA I/ON, If THf PLAN VARIES FROM TH( SHORING S)'.SJfM
STANDARDS ESTABUSHED BY 71-/E CONSTRU~TI~ SAFETY ORDERt TIil£ 1
CALIFORWIA ADMINISTRA 11\£ CODE, THE PLA I-IAlL BE PREPAi[o BY
REGIS1FREQ FNGINfl;R AT TH( CONTRACTOR$ fXPl;NSf, A COPY OF TH£ OSHA
EXCAVATl8N P£RM/f MUST BE SUBMIT'TF:O TO THE INSPECTOR PRIOR TO EXCAVATI N.
18. NO BLASTING SHALL BE PE:RFORMED UNTIL A VALIO BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BLASTING PERMIT IIELL IN ADVANCE OF THE: SCHEDUUNG OF BLASTING OPERATIONS.
19. IF ANY Al?CHAEOLOGICAL RESOURCES ARE: DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERAOONS llfl,L, CEASE IMMEQIA1El,Y, ANO THE
P£RMITTEE mu. NOTIFY THE CITY ENGINEER. OPERA VONS mu. NOT RESTART
UNTIL THE P£RMITTEE HAS RECEIVED WRITJEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
2D. ALL OPERATIONS CONDUCTED ON 71-/E S/1E: OR ADJACENT THERETO. INC!..UDING
WARMING UP, REPAIR, ARRIVAi., D£PAR1URE OR OPERA VON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A 1EO
GRADING EQUIPMENf SHALL BE UM/1E:O TO THE PERIOD BETWEEN 7: 00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUC'TF:O ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAl!.ABLE AT THE fHGIN£ERING D£PARTME:Nr 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 BEGl N Or
WORK.
22. IMPORT MA 'TF:RIAL SHALL BE OBTAINED FROM, ANO WASJE: MATERIAL SHALL BE
DE:POSl'TF:O AT, A SIJE: APPR0\.£0 BY THE CITY ENGINEf:R. TH( CONTRACTOR
SHALL BE fffspQNS/81,E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG UtE HAUL
ROUITT OR ADJACENT STRE£TS AS A RESULr OF THE GRADING OPERA TIOH.
2J. BRUSH SHALL BE RD.10\-£0 ONLY WITHIN THE: AREA TO BE GRADED. NO TRE£S ARE
TO Bf RtMOVE/) UNLESS SPECIFICALLY NO'TF:O ON TH£ PLAN.
2-f.. ALL AREAS SHALL BE GRADED TO DRAIH. GRADING RESUL nNG IN THE PONDING OF
WATER IS NOT PERMITJEO. ALL E:ARTHEN SWALES ANO DITCHES SHALL HA \IE A
MINIMUM ONE PERCE:Nf SI.OPE.
2.5. THES£ PLANS ARE: SU8£CT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTl?OL SHALL BE AS SHOIW ANO AS APPROVED BY
THE: CITY ENGINEER OR AS DIREC'TF:O BY 71-/E PRO.£Cf INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODuct A UNIFORM
SURFACE AND CROSS SECTION. THE S/1E: SHALL BE /£FT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE RD,,/OVED
ANO DISPOSED OF AT A S/1E: APPROVED OF BY 71-/E CITY ENGINEER.
27. ALL SI.OPES SHALL BE: /RR/GA 'TF:O, STAB/UZEO, PLAN'TF:O AND/OR HYDROSEEDEO
141THIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON TH£ APPROVED GRADING PLANS.
211 LANDSCAPING SHALL BE: ACCOMPLISHED ON ALL SI.OPES ANO PADS AS REOUIREO
BY THE CITY OF CARLSBAD LANDSCAPE MANUAi., THE LANDSCAPING PLANS FOR
1HIS PRO.£CT, DRAWING NO. 1\1· & , AND/OR AS DIRECTED BY THE CITY
ENG/NE£R OR PLANNING DIR€CTOR.
29. THE: OIWER/APPUCANFSHALL INSURE: THAT ALL CONTRACTORS SHALL COORDINA!E"
THE WORK OF THESE GRADING PLANS MTH THAT SHOWN ON BOTH THE: LANDSCAPE
AND /RR/GA TION PLANS ANO TH£ IMPROVfMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE: WITH THE LANDSCAPE MAWUAL nME REQUIRD.IEHTs.
JO. STORM DRAIN PIPE: SHALL BE: REINFORCED CONCRETE PIPE: WITH A MINIMUM
D-LOAO OF l,JSO. FOR PR/VA 1E: STORM DRAIN PIPES, UP TO IS" PVC MAY 8£
UTIUZED PROVIDED OCPTl-i IS LESS THAN 15 mr ANO BACKFILLED WITH J/4"
ROCK PER SDRSD S-4 TYPE •c• ANO PIPE ME£TS AST/I STANDARD J0J4 FOR
SOR JS SOL/0 WALL PIPE.
J1. 'M-1£RE AH EXISTING PIPE UNE IS TO BE ABANDONED AS A RESUI. r OF THE
GRADING OPERATION, IT SHALL BE REMO\IE:O WITHIN rn£N TY FEET OF BUii.DiNG
OR STREEr AREAS ANO REPLACED WITl-i PROPERLY COMPAC'TF:O SOILS. IH 071-/ER
AREAS TH£ PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. TH£ CONTRACTOR SHALL \IE:RIFY THE: LOCATION OF ALL F:XIS1JNG FACIUTIES
( ABOVE GROUND ANO UNDER GROUND ) WITHIN THE PRO.£CT S/7F SUFFICIEN7L '(
AHEAD OF GRADING TO P£RMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE AC71JAL LOCATIONS ARE IN CONFLJCT WITl-i TH£ PROPOSED
WORK.
JJ. TH£ CONTRACTOR SHALL NOTIFY AtfECTEO UTIUTY COMPANIES (SE£ 8£1.0W) AT
LEASr 2 FULL WORKING OAYS PRIOR TO STARnNG GRADING NEAR THEIR
FACIUTIES ANO SHALL COOR/JINA TE THE: WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALE:RT (800) 422-41JJ
SDG&E (!JOO) 660-7J4J
SBC (BOO) 892-0123
ADEi.PH/A CABLE\//SION ~761 438-7741 CITY OF CARLSBAD(STREETS ,t STORM DRAIN) 760 4J4-2980
*CITY OF CARLSBAD(SEWl':R. WATER ,t RECLA/MEO WATER) 760 4JB-2722
•SAN DIEGUITO WATER DISTRICT 760 6JJ-26SO
*LEUCADIA WASTE WATER DISTRICT (760[ 753-0155
*VALLECITOS WATER DISTRICT (760 744-0460
*OUVENHAIN WATER DISTRICT (760 753-6466
•BUENA SANITATION DISTRICT [760 726-1J4D
*AS APPROPR/A 1E:
34. P£RMI r COMPLIANCE REQUJREl.lfH TS:
A. [OR CONTROi tfD GRAD/NJ TH£ APPL/CAHT HIRES A CIVIL ENG/N££R.
SOILS fHG/NE:E:R, AND OR GE:OLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE: WORK IN PROGRESS {15.16.120.B}
CARLSBAD MUNICIPAL CODE.
8. PR/OR TO FINAL APPROVAL Of A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE: CITY ENGINEER \/IA TH£
PRO.£CT INSPECTOR {15.18.120.9 ,t lo/ CARLSBAD MUNICIPAL CODE:
(I) ANAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING JS COMPl.£TE. ALL EROSION CONTROi., SLOPE PLANTING
ANO IRRIGAnDN ARE: INSTALLED IN CONFORMANCE: WITH CITY
CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE
LETJER FROM CITY ENGINEERING DEPARTI.IENJJ.
(2) AS-BUILT GRADING PLAN.
( 3) REPOR r FROM THE: SOILS £NG/NEER. WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A Sf A TEMENT AS TO
THE £XPANSIVE QUAUTY OF THE SOIi., ANO SUMMARIES OF
FIELD ANO LABORATORY Tr::STs. THE REPORT SHALL ALSO
INCLUDE: A STATEMENf BY THE SO/LS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE: WITH THE REQUIREM£NTS AND
RECOMMENDATIONS OUnJNEO IN THE: PREUM/NARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
( 4) R£PORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY TH£
CITY.
J5. UNLESS A GRADING PERM/f FOR THIS PRO.£CT IS ISSUED WITHIN ONE (I)
11:AR AFTER THE CITY ENGINEER'S APPROVAi., THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK ms WILL BE REQUIRED FOR
ANY SUCH RECHECK.
38. THE SOILS R£PORr nn.EO UI.IITED Sl1E: IN\IE:SllGA TION -1 ,t 2 STORY SFD
7245 ALMAO£N LANE:. CARi.SBAO, CA PR0.1 #Q5-I I 27fl
PREP~EO BY EAST COUN1loNSOIL CONSULTATION .t ENG., INC. , DA 1EO
I?1-J.} ,2005, SHALL 8E SID£RED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE !)ONE IN ACCORDANCE WITH THE: RECOMMENDATIONS
ANO SPECIF/CATIONS CONTAINrO IN SA/0 SOILS REPORT.
J7. 'MlffiCHAIR RAMPS SHALL BE INSTALLED PER REQUIRD.IENTS OF Vil£ 24, CALIFORNIA
ADMINISTRA Ill£ CODE.
J8. ALL SUR\IE:Y MONUMENTS AND POINTS THAf ARE O/S71JRBED BY THIS WORK, SHALL
BE RESTATED, P£RPE71JATED, ANO DOCUMEN'TF:O PER THE PROFESSIONAL LANO
SURVEYOR'S ACT.
SOILS ENGINEER'S CERTIFICATE
1, M4MADOU 5. :DIA-LLO , A REGISTERED CIWL
ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN Tl-IE: FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY IHA T A
SAMPLING AND SnJDY OF TI-IE: SOIL CONDITIONS PREVALENT WllH/N Tli/S
Sl)J,,lc~~S 2-~ADE: BY ME
0
~:DERA~~ Dl~f,;p_<>N;JETWE:EN TH~~ 7E~ r2b
COPIES OF Tl-IE SOILS REPORf COMPILED FROM TI-IIS SnJDY, 'MT/i MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO TI-IE OFFICE OF THE: CITY
ENGINEER. S/GNF:D: ~'MSl_~"-1_ ~.J.Lc
P.E:. NO.: 54 07 I
DATE: .:t-.2.1-~0c:>G
LICENSE EXP/RATION DA 7E: JZ-~I-l001
OWNER'S CERTIFICATE
I ( WE) HERF:BY CERTIFY 1HAT A REG/STEREO SOILS ENGINEER OR
(;fOLOGIST HAS BEEN OR ~LL BE RETAINED TO SUP£R\//SE OVER-ALL
GRADING ACnWTY ANO AOWSE: ON THE: COMPACTION AND STABIUTY OF
Tli15;fi1E.
f aJ~ l/4ii.eil~-[j-_, ,,;. -.J. 7 -:lcJCh
S\)~AN 1-\ll-\CK L.c~ DA7E
DESCRIPTION
4' SCH. 40 □R SDR 35 DRAIN PIPE
12'X12' DRAIN B□X -NDS □R EQUAL
.LEGEND
DWG.NO.
D-27 □UTLET SDRSD -D-27
SYMBOL
□
---___j
£ NEIJ DRIVE'JAY (PA'1E..ii:SJ SDRSD -G-14C
-~~~---~--j A.'.-·='.·b
£ F!<E.1-iC\.\ l)R/1,IN 111I1I1II,u:rt
,1';. RE.,AIN 1"11;, l>JALL-CJT'l' STND ~---
VICINITY MAP
CITY OF OCEANSIDE
78
CITY OF VISTA
Ro
SITE ~
PACIFIC
OCEAN
CITY OF ENCINITAS
CITY OF
'--'''-' SAN MARCOS
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE: THA r I AM THE ENGINEER OF WORK FOR THIS PRO.£CT, THA r I
HA \IE: EXERCISED RESPONSIBLE CHARGE O\IE:R THE DESIGN OF THE PRO.£Cf AS DEFINED
IN SECTION 67DJ OF THE BUS/NE:SS AND PROFESSIONS CODE, ANO THA f THE DESIGN IS CONSISTENf WITH CURRENT STANDAROS. .
I UNDERSTAND THAT THE CHECK OF PRO.£CT DRA141NGS ANO SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RE:I.IE\£ ME, AS ENGINEER OF WORK, OF MY
RESPONS/8/UllES FOR PRO.£CT DESIGN.
ARM: THE SEA BRIGHT COMPANY
ADDRESS: 4.322 SEA BRIGHT PLACE
CITY, STA ID CARt.SBAD, CA 92008
1EW'HON£: /760) 720-0098
BY: ROBERT 0. SUKUP
(NAME: OF ENGINEER)
DA TE:; 10121105
R.C.E N0.:--"'2ll""J""Q2.._ __________ _
REGISTRATION D<PIRAllON DA1f::~03"-/.=31'-'-/i=08'------
SOURCE OF TOPOGRAPHY
QUANTITY
410 L.f.
8 EA,
1 EA.
~04 S.F.
\()0 t..F.
Z62. Sf.
APHY SHOWN ON 71-/ESE PLANS WAS GENERA TEO BY FIELD TOPOGR
ID&. 2005
TOPOGR
ACCU
METHODS FROM INFORMA VON GA THEREO ON JULY BY SPENCER-LEUY SURVEYS • EARTHWORK QUANTITIES
APHY SHOIW HEREON CONFORMS TO
RACY STANDARDS.
.
NATIONAL MAP
JECT LOCATION PRO
THIS PRO.£CT IS LOCA TEO WITHIN
215-2J2-18
ASSESSORS PARCEL NUMBER(S)
THE N_ CAUFORNIA COORDINA 1E: JJB
CH MARK
/NOCK OF THIS PRO.£Cf IS:
E 1689
BEN
DESC
LOCA
RIPTION: {;.HISEi fl2 SOLJAfff OH CQNQREIE Ci[RB
TION: S!J.illli SIDE OF BRlgGE: AeQlf: W.,", LQC11 IED QtJ.
LA CQSTA RQAO, 85 liEST Of E1. CAM[NQ REAL
RDED: CQJ,{N[}'. BENCH LE1£L O. C, 68 RECO
£UVA TION: 17.770 DATUM: USC&G.S,
CARLSBAD MUNICIPAL WATER DISTRICT
.
CUT: -----------20 CY
FILL: -----------20 CY
IMPORT:·----------· CY
E:XPORT: -----------CY
REMfOIA!.;-----1,J4D CY
.
1, DDE.D \VAt.L r-10, "Ci.I 0/i"AJAI
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUC110N OF ALL CUTS ANO FILLS,
REM£DIAL GRADING, ORA/NAG£ FACILITIES, EROSION CONTROL FACJUTIES, ANO
PLANnNG OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GE:OLOGIC MAPS ANO R£PORTS, ALL AS SHOWN OR REQUIRED ON THIS SEf
OF PLANS ANO THE CITY STANDARDS, SPEC/FICA VONS, REQUIREMENTS, RESOLUTIONS
ANO ORDINANCES CJ TEO ON 71-1£$£ PLANS.
THE: GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITl-i THE: FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIREC'TF:D BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
-f.. RESOLUTION NO. NIA DA TED. ____ _
5. THE: STANDARD SPECIF/CA VONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
8. SOILS REPORT AND RECOMMENDATIONS BY EAST COUNTY SOIL CONSULTA@N ,t
ENG,. INC, DA TFD DECEt:)J!EI 1.19 2005 l
l. TH£ SAN DIEGO REGIONAL STANOARO DRAWINGS ANO AS MAY BE MOD/FIE() BY
TH£ CITY OF CARLSBAD STANDARDS.
8. CAUFORNIA COASTAL COMMISSION DEl£LOPMENT P£RMIT CONDITIONS
OA'TF:O NIA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA'TF:D _.N,,..?""A ____ _
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY #Ir+ DA'TF:O ______ WD/0 NO. __ .,_ ___ _
11. STORM WATER MANAGEMENT PLAN (S~P) PREPARED BY __ _._,-1..,_/A-'-----+------DA'TF:O _____ _
12. TH£ CAUFORNIA STOR/.1 WATER QUAUTY ASSOC/AT/OH (CASQUA). STORM W~TER BEST
MANAGEMENr PRACTICE, CONSTRUCTION HANDBOOK ANO srA 1E: OF CAUFO{/NIA, DEPT. OF
TRANSPORTATION, CONSTRUCTION SITE: BEST MANAGEMENT PRACTICES (Bl.If) MANUAi-
OWNERS:
STEPHEN & SUSA!i HINCKLEY
77b'l.. 'JlA!.E:'4<lUI!. s,Ra-r
CARSLBAD, CA 92009
PREPARED FOR:
STEPHEN & SUSAN HINCKLEY
7']fc2, fA!$N~ve; :n RE:.1:.1'
CARSLBAD, CA 92009
(760) 602-5568
PREPARED BY:
SEA BRIGHT CO.
4322 SEA BRIGHT PLACE
CARLSBAD, CA 92008
(760) 720-0098
BY: llirf s~~p~x
SOILS ENGINEER
EAST COUNTY SOIL CONSULTATION & ENGINEERING
10925 HARTl.EY ROAD -SUITE I
SANTEE, CA 92071
(619) 258-7901
ASSESSOR'S PARCEL NO.:
215-232-18
LEGAL DESCRIPTION:
LOT 179 OF LA COSTA VALLEY UNIT NO. 4 IN
THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, PER MAP #5781, FILED
SEPTMBER 14, 1965.
TOPOGRAPHY BY:
SPENCER-LUEY SURVEYS
220 LINDA MAR DRWE
SOLNA BEACH, CA 92075
(858) 792-9242
P{f ~_,(& DEPARTMENT
0
::~~
6 AS BUIL TN
j( :•,L•h+. ('1). C:.111~. ~11&~ ,0o,v ,< El.I, (SIGNID) ,4n 1n,,,,-.,r /; A () J
PLINNINII DIREtTOI \ (\B RCE ZS Sb?. EXP. 3 31 DATE ~.e1et@. DATB: 3/!(,,/fo R<:"IE'JED BY• (SIGNIIII)
RBCOIIIIENDD BY,Olris ~<"-k.fon. '2 ) . ( I '1•"S_O ·o,
~ 3t:CT□R I~ DATE PBINT !WII)
I 51i1ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
HINCKLEY RESIDENCE
.. 7245 ALMADEN LANE .
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DATE IN111AL DATE 'INl11AL tJk ROBERT J. WOJCIK DATE REVISION DESCRIPTION CHKD BY: PD 05-18 437-3A DEPUTY CITY ENGINEER R. C.E. 33698 EXP. 08/30/06 ENGINEER OI' WORK OlHER APPROVAL CITY APPROVAL RVWD BY: .
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1-----f--+------------J..-_J.__.__---1 _ _. I 5':';ET I CITY OF CARLSBAD I s4HEETS I
'-EJIIGINEERINO DEPARTMENT
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7e~~ ALMAo~N L..AN~
PROJECT NO. DRAWING NO. Po os-,e 4'37-'3A
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I 060.707
EROSION CONTROL NOTES
1. IN GAS£ £M£RG£NCY WORK IS R£QUJR£D,CONTACT .:J"E..Fi'-G.LDE:.N
(PHON£ NUMB£R) e,5r,-'\fil· '!)!)")!:,
AT
2. £QUIPMENT AND WORK£RS FO/'I £M£RG[NCY WORK SHALL B£ MAD£ AVAILABLE AT ALL
TIMES DURJNG JH£ RAINY S£ASON. ALL NCCESSARY MA T£RIALS SHALL B£
STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMIN£NT
J. D£VICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 'MTHOUT THE APPROVAL
OF TH£ £NG/NEERING INSPECTOR.
4. Tl IE CONTRACTOR SHALL RE.STORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY i:_NGIN£ER AFTER EACH F?UN-OFF PR01 UCING
F?AINF/1/L.
5. TJIE CONTRACTO.R SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS 1',AY 8£
R[OUIRED BY T/-!£ CITY [NG/NEER DU£ TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
6. THE CONTRACTOR S/-IALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS W/-IERE IMPOUNDED WATERS CREA TE A
HAZAkDOUS CONDITION.
7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER TH£ APPROVED GRADING PLAN SHALL
BE iNCORPC,~A TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH[ FACE or·
SLOPE AT T/ IE CONCLUSION OF EACH WORKING DAY'.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT T/-I£ [ND OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBA/3IL/TY FO,RECAST EXCEEDS FORTY
PtRC[NT (10%). SILT AND on i[R DEBRIS SHALL B[ R[/v/OV[D AFTER E/ICH RAINFALL. •
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERM/NA T!ON OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
CF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVCMBER 15, THE SLOPES SHALL i:1£
STABIL/Z[O BY PUNCH STRAW INSTALLED IN /1.CCORDANCE 'MTH SCCTION 35.023 OF
TH£ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
SJA/£ OF CAUFORN/A.
TE11PORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO !RR/GA TION SI/ALL B£
INSTALLFD AND MAINTAINED AS R[QUIRED IN SEC/ION 212 OF TH[ STANDARD
SPECIF/CA noNS AND THE FOLLOWING:
A. H YDROS££DING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AR£:
a. T/-/R[[ F[[T OR MOR[ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLA TT[R T/-IAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEM[NTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENT/Fi[D BY TH[ PARKS AND RE.CREA T/ON DIRECTOR AS HIGHL ·
VISIBI E TO T/-1£ PUiJLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY TH[ CITY ENGINEER
THAT WARRAN IS IMMEDIA T[ TREATMENT.
B. HYDROS[[DCD AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH T/-1[ FOLLOWING
CRITERIA:
C.
D.
E.
1. ALL SLOPES THAT AR£ GRADED 6: 1 OR ST[[PER AND THAT ARE:
a. THREE TO EIGHT 1-E:.ET iN HEIGHT SHALL 8£ /FIR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW P.R[CIPITA TION SPRINKLER HEADS PROVIDING 100% CO\/£RAG£.
b. GC/EA TER THAN 8 F[[T !N I-!£/GHT SHALL 8£ WATERED BY A CONVENTION-
AL SYSTEM OF LOW PR[CIPITA TiON SPRINKLER /-/EADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED IESS THAN 6: 1 SI-/ALL 8£ IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PR/OR TO HYDROS[EDING. TH£ DEVELOPER SHALL SUBMIT A
PROPOSED SCHtME TO PROVIDE IRR!GA TION TO THE CITY ENGINEER. THE
F'ROPOSAL SHALL 8£ SP[CJFIC REGARDING TH£ NUMBERS, TYPES AND COSTS OF
TH£ EL[M[NTS OF THE PROPOS[D SYSTEM.
.3. !RR/GA TJON SHALL MAINTAIN TH£ MOISTURE LEVEL OF TH£ SOIL AT THE
OPTIMUM LEVEL FOR TH£ GROWTH OF THE HYDROSC£DED GROWTH.
HYDROSEEDING MIX S/-IALL CONSIST OF ALL OF TH[ FO/LOW/NG:
1. SEED MIX SHALL CONSIST OF NO LESS TI-/AN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. P[R ACRE OF' ZORRO F'[SCU[
c. .3 lbs. PER ACRE OF £ SCHOOL CIA CAL/FORNICA
d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF /IL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF D!MORPHOIECA
g. ITEMS c,d,e, A.ND f CF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE TH£ AREA 0[/NG HYDR0S££D£D IS NOT VISIBLE rROM
EITHER A PUBLIC STRf[T OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE. /NOCULA TCD WITH A N!TC/OGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
1. ALL SEED MA T£RIALS $/-/ALL 8£ TRANSPORTED TO THE JOBSIT[ IN
UNOPENED CONTAINERS WITH Tl/£ CALIFORNIA DEPARTMcNT OF FOOD
AND A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PI-/YTO-TOXIC WE171NG AGENTS MAY BE ADDED TO THE HYDROS[[D
SLUR.RY AT Tl/£ DISCRETION OF T/-1£ CONIRACTOR.
2. TYPE 1 MULCH APPL/FD AT Tl/£ RAT[ OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAUL/CALL Y APPLIED FIBER MATER/AL. WHEN STRAW IS USED IT MU: T 8£
ANCHORED TO T/ IE SLOPE BY ME CHAN/CALLY PUNCHING NO LESS THAN 50% OF
TH£ STRAW INTO TIIE SOIL.
3. F[RTILIZER CONSIST/NG OF AMMONIUM P.HOSPHAT[ SULFATE, 16-20-0, WITH
15% SULPI /UR APPLl£D AT THE RA TE OF c,00 lbs. PER ACRE.
AREAS TO BE HYDROSEED[D S,HALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1 ROUGHl:_NING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPE.R THAN 6: 1
b. 1-/ARROVIING AREAS 6: 1 OR /-LATTER THAT IIRE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT l'\,1LL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING Tl/£ SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING TH£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TU.RA TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED V/1,BLE CONDITIONS FOR GROWTH.
HYDRCSEEDED AREAS SHALL BE MAINTAIN[D TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMAN[NTL Y LANDSCAPED OR, FOR AR£AS WHER[ HYDROSEED!NG IS
Ti-!£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
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SO'MIN. oL M. PIJ,l,I •1
PUBLIC RIG/-/T-
OF-WAY
I 8" MIN.
PROFILE
EXISTING GROUND PUBLIC RIGHT-OF-WAY
_L
14'MIN.
T PLAN ,C0P,ll.\J6~1EO
S1\1\lll:,R. l'W,11:S
PROVIDE APPROPRIATE TRANS'TION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WA Y
STABILIZED CONSTRUCTION ENTRANCE
FLOW ---
FLOW----
EMBEDDING DETAIL
4" VERTICAL FACE
WIRE OR NYLON
BOUND BAL£$
PLACED ON THE
CONTOUR
2 RE -BARS, STEEL PICKETS, OR
2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DETAIL
; DRAINAGE AREA LESS THAN 1 ACRE
STRA 'i"v BALE DIKE
I. SET POSTS AND EXCAVA 7E A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM ANO
ALONG THE LINE OF POSTS.
1W r . '
3. ATTACH T/-/E FILTER FABRIC TO
TH£ WIRE FENCE AND EXTEND IT
IN TO THE TRENCH.
2. STAPLE WIRE FENCING TO
TH£ POSTS. '
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
9 IN. EARTHEN RIDGE
FILL SLOPE
2 FT
UNLINED SWALE & BERM
GRAVEL FILTER
-WIRE SCREEN
FILTERED WATER ....... ---
DROP INLET
WITH GRATE
'----coNCR£7E BLOCK .
BLOCI{-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT(S)
£ND AND SID£
OVERLAP AT
CORNERS
2X6 STRUT(S)
REQUIRED WI/EN
NOTED ON PLANS
STAKED
STRAW BALE
1 2X6 STRUT(S)
I FILTERED
~J/\l"L WA 7ER
•
I Ill
HAY BALE SILT. BARRIER
GRA V£L BAGS OVERLAP
ONTO CURB
_______ ...,
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0. 9 M) MIN.
THRE[ LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
0
0
0
0
C
0
4"-6" LOGS
18"
l
LOG CHECK DAJ\1
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-·;-.->:--r , -. '
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAJ\1
6 IN (15 CM)
24 IN (61 CM)
l
COARSE AGGREGRA TE" I
FLOW ::24 IN (61 CM)
o I
(B)
L=DISTANCE SUCH THAT POINTS
A AND B AR£ OF EQUAL ELEVATION
GRAVEL CHECK DAM
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LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE I eA.
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHEC]( DAM
GRAVEL cm:cK DAM
RIPRAP
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DATE
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
O'fHER APPROVAL
DWN BY:
DATE INITIAL CHKD BY:
CITY APPROVAL RVWD BY:
PROJECT NO.
PD O'S-If,
DRAWING NO.
431-3A
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Rf:VIEWED BYI . ' .
<l 1). nl -t-~0-07
--~CTOR r'J l;>ATII
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1 Stf! I Cl'l'Y . OF CARl RHA)J I 1EETSI IU'4GINEERINO DEiPARTMENT .
G~D11\\G A~O ·ai.05:100 co»l'f-Ol., j:'L,6..~~ tcbit
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