HomeMy WebLinkAboutDWG 447-7A; MS 04-05; LBC CONDOMINIUM PROJECT; 01-03i
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GRADING NOTES --. ,( i~·t;]
(IN ADDlnON TO 7HE REQUIREMENTS Or CHAPTER 15.16 Or 7HE 29, IHE O'Mv[R/APPLJCANT SHALL INSUR[ mAT ALL CONTRACTORS SHALL COORDINATE WORK TO BE DONE , ,
CARLSBAD MUNICIPAL CODE.) IHI!: WORK OF mESE GRADING PLANS 111m mAT SHOWN ON BOm mE LANDSCAPE: '' , AND /RR/GAnON PLANS AND =c fMPRO'~McNT PLANS AS R OR THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS REMEDIAL
1. m15 PLAN SUPE:RSEDES ALL omER PLANS PRE:\IIOUSLY APPRO.VED BY mE CITY ,nc '" " EQUIRED F mlS REQUIRED TREATMENT CONTROL BMP TABLE GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT
OF CARLSBAD REGARDING GRADING SHOWN ON m1s SET OF PLANS. WORK IN ACCORDANCE: lllm mE: LANDSCAPE: MANUAL TTME: REQUIREMENTS. MAINTENANCE MAINTENANCE LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
2. APPROVAL OF m1s PLAN DOES NOT L£5SEN OR WAIVE ANY PORnON OF m£ JO. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIP£ 111TH A MINIMUM TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND Tri[ CITY STANDARDS,
CARLSBAD MUNICIPAL COOi!:, R£SOLUTTON OF CONDJnONAL APPROVAL, CITY D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE: SPECIFlCATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
STANDARDS OR OTHER ADDITTONAL DOCUMENTS LISTED HEREON AS THEY MAY UTTLJZED PROVIDED DEPTH JS LESS THAN 15 FEET AND BACKFILLED 111TH 3/4" FILTER KRISTAR FF-18D PRIVATE CC&R 2 PER MANUFACTURER PE:RTAIN TO THIS PROJE:CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL ROCK PE:R SDRSD 5-4 TYPE •c• AND PIPE MEETS AST!.1 STANDARD 3034 FOR THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLO'MNG DOCUMENTS
RE:\IISE mE:SE PLANS !\HEN NON-CONFORMANCE IS DISCOVERE:D. SOR 35 SOLID WALL PIPE:. . FILTRATION GRASS-LINED CHANNEL PRIVATE CC&R 2 ONCE/MONTH MIN. CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. '
3, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEE:R-OF-WORK FROM RESPONS/8/LJTY FOR THE CORREcnoN OF ERRORS AND OMISSIONS J1. 'MiER£ AN EXlSTTNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
DISCOVERED DURING CONSTRUCTTON. ALL PLAN RE:\IIS/ONS SHALL BE: PROMPTLY GRADING OPE:RATTON, 'IT SHALL BE REMOVED I\ITHIN TWE:NTY FEET OF BUILDING
SUBMITTED TD THE CITY ENGINEER FOR APPROVAL, OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER I\ILL BE REQUIRED FOR ANY AREAS THE PIPE .WLL BE PLUGGED 111TH CONCRETE OR REMOVED AS APPROVED BY
WORK IN THE PUBL/G RIGHT OF WAY. PRIOR TO PE:RMIT ISSUANCE:, A THE CITY ENGINEER.
CERnf1CATE OF INSURANCE: MUST BE: FILED NAMING TH[ CITY OF CARLSBAD AS 32. THE CONTRACTOR SHALL VERIFY mi: LOCATTON OF ALL EXlSTTNG FACILITTES
AN ADDITTONAL INSURED ON mi: PERMITTEf'S P6LJCY IN THE MINIMUM AMOUNT ( ABO\,£ GROUND AND UNDE:R GROUND ) I\IIHIN THE PROJE:CT SITE SUFF1ClfNTL Y Cf.. fl,000,ggJ,()O FOJ! ,~£!! OCCURRENCE OF LIABILITY. THI'" /NSIIR"""' AHEAD OF GRADING TO PERMIT TH( RE:\IISION OF mi: GRADING PLANS IF IT IS
,.,.MPANY /Tl"G TH• P MUST HA'~ • RATTNG nc • A"" • 'Z"' FOUND THAT THE AC11.IAL LOCATTONS ARE IN CONFLICT 111TH mf PROPOSED
CAT{GORY OF CLASS V AS ESTAE!USHED BY BESTS· KEY RA TTNG GUIDE:, WORK,
5. UNLESS EXEMPTED BY SECTTON 301.(b)S OF mE UNIFORM BUILDING CODE, 33, THE CONIRACTOR SHALL NOnFY AITTCTED unuTY COMPANIES (SEE BELOW) AT
R£TAIN/NG WALLS OUT.SIDE OF PUCllJC RIGHT OF WAY REQUIRE SEPARATE LEAST 2 FULL WORKING DA\'S PRIOR TO STARTTNG GRADING N£AR THEIR
PERMITS FROM mE BUILDING DEPARTMENT. FACIL/TTES AND SHALL COORDINATE THE WORK 111TH A COMPANY REPRESENTATTVE.
6. NO WORK SHALL BE: COMMENCED UNTTL ALL PERMITS HAVE BEEN OBTAINED FROM UNDERGROUND SERWCE ALERT ,800 422-4133
THE CITY AND OIHE:R APPROPR/A TE AGENCIES. SDG&:E 800 550-7343
7. APPROVAL OF THESE PLANS BY THE CITY ENGINED? DOES NOT AUTHORIZE ANY ~~ WARNE:/? CABLE 1gg ~~=~~!1
WORK OR GRADING TO BE: PERFORMED UNTTL THE PROPERTY Ol\l'JE:R'S PE:RMISSION COX COMMUN/CA nONS ,750 806-9809
HAS BEEN OBTAINED AND A VALID GRADING P£RMIT HAS BEEN ISSUED. •CITY OF CARLSBAD (STREETS & STORM DRAIN) 750 434-2980
8, NO RfWSIONS .WLL Bf MADE TO THESE PLANS I\IIHOUT mf 'ltRITTEN APPROVAL "CITY OF CARLSBAD (SEW£R, WATER & RECLAIMED WATER) 750 438-2722
OF THE: CITY ENG/N[£R, NOTED 111m1N THE REVISION BLOCK, ON THE •AS APPROPRIATE
APPROPRIATE SHEET OF THE PLANS AND THE: TTTLE: SHEET.
9. ORIGINAL DRA.WNGS SHALL BECOME THE PROPERTY OF mE CITY UPON BEING 34. PERMIT COMPLIANCE REQUIREMENTS:
SIGNED BY THE CITY ENGINEER. A. FOR CONIROLLW GRADIN~ -THE APPLICANT HIRES A CIWL ENGINED?,
10. THE ORIGINAL DRA.WNG SHALL BE REVISED TO RffiECT AS-BUILT CONDITTONS SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE
BY THE: ENOltJEER-OF-WORK PRIOR TO FINAL ACCEPTANCE Or THE WORK BY mf OBSERVE AND CONIROL mE: WORK IN PROGRESS 15.16.120A.8' CITY. · CARLSBAD MUNICIPAL COOE.
11, ACCESS FOR f1RE: AND OIHE:R EMERGENCY VEHICLES SHALL Bf MAINTAINED TO 8. PRIOR TO FINAL APPROVAL OF A GRADING P£RMIT -THE FOLLOI\ING
THE: PROJE:CT SIT[ AT ALL TTMES DURING CONSTRUCTTON. RE:PORTS MUST Bf SUBMITTED TO IHE CITY ENGINEER \/IA mi:
12. WHE:Rf TRENCHES ARE I\IIHIN CITY E:ASEMENTS, A SOILS REPORT COMPRISED PROJE:CT INSPfCTOR 15.16.120A 10 CARLSBAD MUNICIPAL CODE::
OF: (A) SUMMARY SHEE:T, (8) LABORATORY WORK SHEETS AND (C) COMPACTTON (1) r1NAL RrPORT BY SUPrR\11$fNG GRADING cNG/NEcR S"nNG ALL CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF IHf STATE OF " "' c, c, c, •~ CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS GRADING IS COMPLfTE. ALL EROSION CONIROL, SLOPE: PLANTING
MECHANICS. THE: SOILS REPORT .WLL BE: SUBMITTED TO THE CITY ENGINEERING AND /RR/GATTON ARE: INSTALLED IN CONFORMANCE 111TH CITY
INSPECTOR 111m1N TWO WORKING DA\'S OF THE COMPLETTON OF FIELD TESTS CODE AND mE APPROVED PLANS ( OBTAIN SAMPLf OF COMPLIANCE
13. A SOILS COMPACTTON REPORT AND COMPLIANCE VER/f1CATTON REGARDING LETTER FROM CITY ENGINEE:R/NG D(PART.MENT),
ADHE:RENCE TO RECOMM£NDA TTONS OUTLINED IN IHF: SOILS REPORT IS REQUIRED (2) AS-BUILT GRADING PLAN.
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, ALL CONTROLLED GRADING (3) REPORT FROM IHF: SOIL$ ENGINED?, I\H/CH INCLUDES
SHALL BE DONf UNDE:R THE DIRE:CTTON OF A PROFESSIONAL ENGINEER OF mi: RECOMMENDED SOIL BE:ARING CAPAC/TT[$, A STATEMENT AS TO
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN mF: FIELD OF APPLIED THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
SOILS MF:CHANICS. ALL FILL OR FU11.IRF: FILL ARfAS SHALL BE: CONSIRUCTED IN FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
ACCORDANCE 111TH THE CITY OF CARLSBAD STANDARD SPEC/FICATTONS AND THE INCLUDE: A STATEME:NT BY THE SOILS ENGINEER THAT mE
• EARTHWORK SPECIF1CA TTONS • ATTACHED TO mE PRELIMINARY SOILS GRADING WAS DONE: IN ACCORDANCE: 111TH IHf REQUIREMENTS AND
INVESTTGATTON. DAILY FIELD COMPACTTON REPORT.$ WILL BE: SUBMITTED TO THE RECOMMENDATTONS OUTLINED IN THE PRELIMINARY SOILS REPORT
PROJECT INSPECTOR. AND ANY SUPPLEMENTS IHE:RETO.
14. A ffl[CONSTRUCVQN MEETING SHALL BE HELD AT TH£ s11r PRIOR TO TH£ (4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, IF R[QU/RED BY mi:
BfG/NN/NG Of 11\'.lRK AND SHALL 8£ ATTfNDED BY ALL REPRE:SENTAU\,£$, CITY.
RESPONSIBLE FOR CONSTRUCTTON, INSPECTTON, SUPERVISION.,_, TESTTNG AND ALL J5 UNLESS A GRADING PERMIT FOR THIS PR~ rcT IS ISSUED ,u=1N ON ( ) OffiER ASPECTS OF THE WORK. fiE: CONTRACTOR :>HALL R(:QU(:ST A • YE:AR AFTER THE CITY ENGINEER'S APPROVAL, IHESE PLANS ui.'r'eE REoJiRiD
PR[CONSTRUCnON MEE:nNG BY CALLING THE INSPECnON LINE AT (760) 438-J891) TO BE R[SUBMITTED FOR PLANCHECK. PLANCHECK FEES .WLL BE REQUIRED FOR
AT LE:AST FIVE (5) WORKING DA I'S PRIOR TO STARnNG CONSTRUCTTON. TH( ANY SUCH RECHECK.
CONTRACTOR .WLL /HEN BE CONTACTED BY THE PROJE:CT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTTON MEETING. APPROVED DRA.WNGS MUST J6. mE SOILS REPORT TITLED "PRELIMINARY GEOTECHN/CAL INVESTTGATION, LOT 31,
BE: AVAILABLE' PRIOR TO SCHEDULING. THE GRADING PE:RMIT .WLL Bf PROVIDED BY TRACT 5162, ... • PREPARED BY WNJE: & MIDDLETON ENG/N[E:R/NG, INC. DATED MARCH
mE PROJE:CT INSPECTOR AT THE' MEETTNG. 3, 2004, TOGEIHE:R f\llH UPDATE DA TED SEPT. 25, 2006,'i<SHALL BE CONSIDERED
AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL 8[ DONE IN
15. ALL /NSPECDON R[QUfSTS QTl-/£8 THAN [OR PR(CONSTRUCUON MEETING WILL BE ACCORDANCE 111TH me RECOMMr"DATIONS AND SPrc C S MADE BY CAIi/NG TH£ ENG/NITRING 24 HOUR /NSPECVON REQUEST LINE AT " "" < IF/ ATTON CONTAINED IN SAID (760) 4J8-J891, /NSffC110N R[QUfST MUST 86 R£CEl'<[O PRIOR TO Z:OO P,M. SOILS REPORT. *ALSO JNCWDING UPDATE VATfD FEB. 29, 2/J08,
ON TH( DAY BUQR[ IJ:JE. INSPECTTON . IS NF:EDEQ, /NSPECTTONS WILL BE: MADE
mi: NEXT WORK DAY UNLESS YOIJ REQUEST OTHER.WSE. REQUESTS MADE: AFTER
2: 00 P.M • .WLL BE: SCHEDULED FOR TWO FULL WORK DA I'S LATER.
16. mE OWE:R AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONIRACTOR
SHALL DE:SIGN, CONSTRUCT AND MAINTAIN AL~ SAFETY DE:\IICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL,
STAT[ AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATTONS.
17. TH£ CONTRACTOR SHALL CONFORM TO LABOR coot SECTTON 6705 BY SUBMITTING
A DE:TAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO.WNG
IH[ DE:SIGN OF SHORING, BRACING SI.OPING OR OIHER PROVISIONS TD BE MADE:
OF WORKE:R PROTECTTON FROM IHE HAZARD OF CA \/ING GROUND DURING THE.
EXCAVAnON OF SUCH TRENCH OR TRENCHE.S OR DURING IHE PIPE: /NSTALLAnON
THEREIN. m1s PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE: IN DEPTH AND APPROVED BY mi: CITY [NG/NEER AND/OR CONCERNED
AGENCY PRIOR TO E:XCAVAT10N, If lliE: PLAN YAR/fS FROM llif SHORING SYSTEM
SIANQARD.S f;STABL/SHED BY THE QQHSTRUCTTON SAFETY OR.QER~ TlllE ii
CALIFORNIA AoM1NisfRAn~ coot: me PLAN SHALL ei: PRWA&i:o er A REGISTfRED fNQ/iEER AT THE CONTRACTORS EXffNSE, A COPY OF TH£ OSHA &~~H8il. PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO
18. NO BLASnNG SHALL 8£ PE:RFORMED UNTTL A VALID BLASnNG PE:RMIT HAS 8[[N
OBTAINED FROM TH£ CITY OF CARLSBAD, SUBMIT APPL/CATTON FOR BLASTING PERMIT WELL IN ADVANC( OF mi: SCHEDULING or BLASnNG OPERA nONs.
19. IF ANY ARCHAEOI.OGJCAL R£SQVRCfS ARE OISCOV£RW lllllilN ANY WORK AREA
DURING CONSTRUcnoN, QP£RA TTONS I\ILL . CEASE IMMWIA TEL Y, AND mE
PE:RMITTEE' .WLL NOTTFY THE CITY ENGINEER. OPERATTONS WILL NOT RESTART
UNTTL TH£ PERMITTEE: HAS RECEIVED 'ltRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO $0.
20. ALL OPERATTONS CONDUCTED ON mi: SITE OR ADJACENT mE:RETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPAR11.IR£ OR OPERATTON OF TRUCKS,
I
EARmMOWNG EQUIPMENT, CONSIRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 8E LIMITED TO ml!: PERIOD BETWE:[N 7: 00 A.I.I. AND
, SUNS!:T EACH DAY. MONDAY mRU FRIDAY AND NO E:ARIHMOVING OR GRADING
! OPE:RA TTONS SHALL BE CONDUCTED ON W£EKENDS OR HOL/DA I'S. (A UST OF CITY ! HOLIDA\'S IS AVAILABLE: AT THE ENGINEE:R/NG DEPAR™ENT COUNTER.) 2r, Alt Qff'~S/.TE HAUL R.Ql!.TES SHfil BE SUBMITTfD BY U:1! CONIR,6£;.TQB TO IJ:JE.
. cialNGiN££R rok APPROYAC@ FUtC WORKING /iAYS PR10R7<iBfe1NN1NG or
1 WORK. ,
2?, IMPORT MATERIAL SHALL BE: OBTAINED FROM, AND WASTE MATERIAL SHALL BE:
, DEPOSITED AT, A SIT[ APPROVED BY THE CITY ENGINED?. TH£ CONTRACTOR ! SHALL BE R!Sf'O/'/SIBLE fOR ANY DEBRIS OR OAMAGE OCCURRING ALONG lliE HAUL, I ROUTES OR ADJAWIT STREETS AS A RESULT OF THE GRADING OPERA TTON,
2t3. BRUSH SHALL BE REMOVED ONLY I\IIHIN THE ARE:A TO BE GRADED. NO TREES ARE:
, TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE: PLAN.
~4. ALL AREAS SHALL BE: GRADED TO DRAIN. GRADING RESULTTNG IN THE PONDING OF
: WATER IS NOT PERMITTED. ALL EARTHEN $WALE:$ AND DITCHES SHALL HAVE A
/ MINIMUM ONE: PE:RCENT SLOPE.
25. mt:SE PLANS ARE. SUBJE:CT TO A SIGNED AND APPROVED SET OF E:ROSION
CONIROL PLANS. E:ROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THf CITY ENGINEER OR AS DIRECTED BY THE PROJE:CT INSPECTOR.
26. ALL SI.OPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTTON. IHE: SITE SHALL BE. LEFT IN A NEAT AND
ORDE:RLY COND/TTON. ALL STONES, ROOT.$ OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY mE CITY ENGINEER.
27. ALL SLOPES SHALL BE: IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
I\IIHIN TEN (10) DA\'S OF mi: TIM[ !\HEN ~ SI.OPE: IS BROUGHT TO GRAD£
AS SHOWN 6N THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY IHI!: CITY OF CARLSBAD LANDSCAP!: MANUAL, mi: LANDSCAPING PLANS FOR
THIS PROJE:CT, DRA.WNG NO. ___ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARC mA T I AM TH( ENGINEER OF WORK FOR THIS PROJE:CT, IHA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER IHf DESIGN OF THE PROJE:CT AS DEFINED
IN SECTTON 6703 OF THE 8US/NESS AND PROFESSIONS CODE, AND THAT mE DESIGN 1$
CONSISTENT 111TH CURRENT STANDARDS.
I UNDE:RSTAND mAT TH£ CHECK OF PROJE:CT DRA.WNGS AND SPEC/FICATTONS BY mE.
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINED? OF WORK, OF MY
RESPONS/8/L/TTES FOR PROJE:CT DESIGN,
FIRM: _____ \ll~SuTA~_,.E:;~NG.,,IN~E""ER"'IN,_,Q._, .._fN,.,.C,._. ___ _
ADDRESS: ___ _..,9JO~\llu,S,.,_T.,,_A _,Vf,.L.,LA,,.GE"-"D,,,Rl""VE..._ __ _
CITY, STAT[: VISTA, CALIFORNIA
TELE:PHONE: . . #rn0)941-2271
BY: t;::.:; d., ..Jd:_
KIM~PO T
DA TE:-"3,,_)_::;i,.=3/4'-'c,'-'--7 __
R.C.E. NO.: ''1'6
REG/STRATTON £XPIRATTON DATE: 12-31-2007
SOILS ENGINEER'S CERTIFICATE
I, S. M£HDI S. SHARIAT, A REGISTERED CIVIL ENGINEER Or THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 7HE FIELD Or APPLIED SOILS
MECHANICS, HCREBY CERnFY THAT A SAMPLING AND STUDY Or 7H[ SOIL
CONDITTONS PREVALCNT Wl7HIN 7HIS SITE WAS MADE BY Mf OR UND£R MY
DIRE:CnON DURING FEBRUARY Or 2004.
1WO COPIE.S Or 7HE: SOILS REPORT ANf? _ UPDATES COMPILED FROM THIS
STUDY, f\lTH MY RE:COMME:NDATTONS, Hhvt BEEN SUBM/TTED,-fO-·JHE'~OFflCE
OF THE CITY ENGINEER. f , /' 7 O'-. ~ I
SIGNED, • ,I ... ' ,
S. MEHDI S. SHARIAT
P.E. NO.: RCE: 46174
DATE: ---=.3~6=~={.,,o_,_7 _____ _
LJCENS£ £XPIRA TION DA TE: 12 31 2008
LEGEND:
--'W--EXISTING WATER
-ELEC-UG-EXISTING UNDERGROUND ELECTRIC
--T--EXISTING UNDERGROUND TELEPHONE
--s--EXIST. SEWER LINE
--G--EXIST. GAS LINE
-----EXIST. PROPERTY LINES
-- - - - - - -EXIST. EASEMENT
I -
SUBDIVISION BOUNDARY
--BU ILDING SETBACKS
DIRECTION OF FLOW
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERnFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOG/$T HAS BEEN OR WILL BE RETAINED TO SUP£RVISE O\IER-ALL
GRADING ACTIWTY AND ADVISE ON THf COMPACTTON AND STABILITY Or
THIS SITE: / /)
t-__....i e-,_,-;;Vlt--u.lL. -'14-d.. z:z, zo()r r J ('-/; JERZY LEWAK DATE
()Wbl(R/DE\'.ElOPERS:
JE'RZY & JOLANTA LEWAK
4954 SUN VALLEY ROAD
DEL MAR, CA 92014
(858) 755-4667
SITE
PACIFIC
OCEAN
VICINITY MAP
'11' _ .... NOT TO
-.fA~~I-SCALE
'<; >'
CITY OF VISTA
</-#
CITY OF
RO>-ll""--\LI SAN MARCOS
...... -
CITY OF ENCINITAS ,
LEGAL DESCRIPTION
LOT 31 OF MAP 5152 (TO BECOME PARCEL 1 OF PM ___ _
UPON RECOROATTON OF PROJE:CT PARCEL MAP)
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY GROUND
SURVEY METHODS FROM INFORMATTON GATHERED ON OCT. 13, 2004
BY VISTA ENGINEERING, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TTONAL MAP
ACCURACY ST ANDA RDS.
PROJECT LOCATION
REFERENCE DOCUMENTS
MAP 5162
DWG. IJ4-9
DWG. L-1156-A
PM 20313
"ARTHWORK QUANTITltS
-,,,,. • '<;y
FILL~ ±•.,r CY
IMPORT: -"'~~•ca",L_cy
EXPO~./ ~ CY
THIS PROJE:CT IS LOCATED I\ITH/N ASSESSORS PARCEL NUMBER{S)
A.P.N. 207 150 15
A R DIAL: -CY
BENCH MARK
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. CITY OF CARLSBAD PC/CC RESOLUTION NO(S), _f:'1..t_~t_:E_~-----DATED.1.:?_~1_ ,
5. THE STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY VINJE Ile MIDD!,fTON ENGINEERING, INC. DATED NOV.
6, 2003 & UPDATED SEPT. 25, 2006, &. FEB. 29, 2008ffi
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED OCT. 18, 2005,
9. ENVIRONMENTAL APPROVAL DOCUMENTS OATED _____ -,,.--
10. WATER POLLUTION CONTROL PLAN (WPCP) PREPARED BY VISTA ENGINEERING INC DATED JANUARY 16, 2007, ' .
11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY VISTA ENGINEERING INC DATED JANUARY 4, 2007. ' •
12. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA), STORM WATER BEST
MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STAIE OF CALIFORNIA, DEPT. OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL
DESCR IPTION
CD CLEARING & GRUBBING & CONCRETE
DEMOLITION INCL REMOVAL & DISPOSAL
LEGEND
DWG.NO. SYMBOL QUANTITY
LUMP SUM
• @-Bl/OCI(" R!T AININ<I" WA ti!" ( e'--THlt:~,>'. Hl6ft-MAlt )' "" "I" • • -•---------~.F.
W WAL!., DRAIN-PEff' SOit~ R!:PORT (
(BV..SEPARATE" PERMll) fTG,, PER"esJ" MOO.
@ CONCRETE PAVEMENT G-7 ' 1r-r•--, -.. -. --.~.I 170 S.F.
(SIDEWALK REPLACEMENT) . . .
(1!'-WNCR!T!'PA\IERt,',Slil-11+.SANO• =• • "'••-• , "" •• ---1:'J?O-:U•.
@),,.,61-11.VS..STJ)Rt,t,DRAIN!<'iil<0.6,,_ Ml--0.."0.► -1 -•a •'200-e,i;,
., ~TRCN!:Hr.O.RAIMl(A8Jr-1N8il,j'INTER€f:IHORr~&7""A, a_,, .. co .• ,= •• ,-3;.J..F,,
08' ~~•IY/liYEII\I GRAT!!" ~PIN(J' FT:OOR)
,~Y.ih~GRIIT!])l PR~eASl"eATett" BASIIO,, •.• -... , •• ,~.'" .. "·"'
· a'.k.eROOK&OAIEQUAt
@-.+iloP~YARO"DRAlr+-(BRAS,-GRl<T!"llf'HARDSeAP'--------·<l□r-'"""--•-·-·1<rEiln
AR[ASr A TRIUMo GRA TII. ~ w;oseAPe-AR!A3} .
@ 4" PVC SEWER LATERAL W/CLEANOUTS S-7
· (ChSQ .... T<!.NO,.MOO.Jo,;..' ,..• ,.;..::,,_:.,;,
CONSTRUCTION PRIORITY: HIGH
PLANS PREPARED BY:
VISTA ENGINEERING, INC .
930 VISTA VILLAGE DRIVE
VISTA, CA 92084-6064
TEL (760) 941-2271
'
Klt.4 L. POST R.C.£. 23166 EXP. 12-31-07
P~l~PARTMENT AP~ROVAL "AS BUil T"
~ OAT£: 7 P,t.//:)7
DoN NBU J PLANNING DIRECTOR RC[ EXP.
Vi.u-4,, fJ~&fM,.. DATf.:7 /B'l/7 REVIEWED BY:
RECOMMENOCO BY: C,hl'tS ~eY.,f1>'-i PRINT NAME) INSPECTOR
SHEET
1 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
DATE
DAT(
I ~3Ts I
DESCRIPTTON: CITY CONTROL POINT NUM8£R: 117. STA. NAM[: CLSB 117
LOCATION: W£LL MONUMENT AT INTERS(CTTON Of PARK DR/V( .•
ANO N£8L/NA ORI~ ,~-
t---t--t---------------+---+--l---+-;~,;.'c.• -1 GRADING PLANS FOR,
1---t--+----------+-~,j_...-1----1...,.~.1'-' 1 LBC CONDOMINIUM PROJECT
~ 4547 COVE DRIVE, CARLSBAD
1---t---+--------------+--+--+--+-•---,,:...J i A.P.N. 207·150-10
r""""rc:':iA:°i:RiiL'::;s'iiBAAnD",M7iuiiN'"1irc:'ii1 p5':A"L-:WWAATTCE0R'D;;:IS;;.T;:;R~l~CTT~--l~::i·_",?a9;;-'~-o-= ~"~\l-.1'/<3..Yc:z _:s--l+""A\'L.-;Di]J:'gJ/{!!2.,5.7c;;;c-1>ffP."~;(" ~117 ~IV.,. ~-,T,cjoi;;;;l)~-5.f,'f,"~6.;'$. ~-;e=~"''5.[itfr.,s,~-= _-,j..l-_-:._-_-:._{I-_-_-_-.J+'Zf·!'-17'1 -io"!OJ7.j.+-~G--~v ,ff'j ~PROVED 0~ ~ '<J (,/a 7
~~~=~1,1,;pµJ,~o~R~K~-~f~e~c~B~'LpZ~l4Hl!~/M~«"~?.D',(£!,,.~·;11~fi. ill:[::=~~H~~~~~~~ t>EP. CITY ENGINEER RCE 33081 EXPIRE3 6-30 08 DATE .,,,,s .r, LY 11, ROCK BLANKET STABILIZATION Rf.PLACED ,; ,.~ I ' 5-~.,a c~vP -.,,,---, _D_A_V-1D-HA_U_S_E_R ________ ~D-ATE--~-DATE INITIAL ar Etc fllf5 lA t INITIAL DATE INITIA~ OWN BY: ~ PROJECT NO, DRAWING NO.
REVISION DESCRIPTION CRHVWDKD BBYY:, , MS 04-05 447-?A DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 06/50/08 ENGINEER OF WORK OlliER APPROVAL aTY APPROVA~
RECORDED: MAY 18, 2001 ELEVATTON: 15.26jNGVD29) , ·,
DA 11.IM: CCS 8J, f2~1.J5 EPOCH, U.S. SURVEY f
•
JN 141-04
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083007
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-=•~MINIMUM/AS DESCRIBED IN = ___ -_-----~----__::solLS REPORT/AS DIRECTED =-
--:-_ IN FIELD BY TI-IE PROJECT __ _
--_:_ :; GEOTECHNICAL CONS~T ___ •• -
_ ___ __:::15_ --EXISTING-&--PROPOSE---= -SURFAC
ElOSEPtAlflEltWAltc:t==
ElGH80RIN6= LOT
PROFILE A·A
ALONG NORTHWEST PROPERTY LINE
-HORIZ. SCALE: 1 "~20' --
-VERT. SCALE: 1"=4'
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LONG SOUTHEAST PROPERTY LINE -
HORIZ. SCALE: 1"=20' ~-
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VERT. SCALE: 1"=4'
"
& NOTE: ROCK 0LANl<ET STA!,IUZATION Ri;:pLACED
BY CONCRETE PILE FOUNDA1101-J SUPPORT
SYSltM PER Bl/lLDING PLANS &
PRELIMINARY GtO"JEC\-ltJICAL JNYE5T1GAT10N
tl?DATED FE.a. 29, 2008.
5
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--~ --
----
INAGE PA TIE HI' EAGOON= FOIL •~MINIMUM/AS DESCRIBED IN sn~eo ----=SOILS REPORT/AS DIRECTED ----
BY= PROEOSEQ= IMPROVEMENT
RETAIN!Ne= WAll;;:AlYJACElrl=TOc
eve--~ EXISTIN<l=SURFACE
---F-EEC..11.-1
IN FIELD BY TI-IE PROJECT -
GEOTECHNICAL CONSULTANT
-fj y
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-----◄---~
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BASINS BY
BROOKS OR EQUAL
POUR CONCRETE
FLOOR & SUPPORT
FOR UPPER c.a.
GRAVEL BAG INLET
PROTECTION (TYP.)
EROSION CONTROL PLAN
SEE SHEET 3 FOR EROSION CONTROL NOTES & DETAILS
SEE PROJECT WATER POLLUTION CONTROL PLAN (WPCP)
FOR ADDITIONAL REQUIREMENTS
-4
CATCH BASIN H FILTRATION DEVICE
TYPICAL SECTIQ DETAIL LOOKING NORTHWEST
NO SCALE
FIL TEA NOTES:
1. TER BODY IS PREFABRICATED FROM POLYPROPYLENE WOVEN
NT GEOTEXTILE.
2. ALL M COMPONENTS SHALL BE STAINLESS STEEL (TYPE 304).
3. REF TO MANUFACTURER'S APPLICATION CHART FOR CATCH BASIN ANO
fl R SIZING.
4. I TER MEDIUM SHALL BE RUBBERIZER®, INSTALLED AND MAINTAINED IN
· ACCORDANCE WITI-1 MANUFACTURER RECOMMENDATIONS.
/
• REFER TO MANUFACTURER'S RECOMMENDATIONS FOR MAINTENANCE PROGRAM.
6. FLO-GARD,. INSERTS MAY BE INSTALLED {WITI-IOUT ADSORBENT POUCHES)
DURING COURSE OF CONSTIRUCTION AS A SEDIMENTATION CONTROL DEVICE.
/ AFTER CONSTRUCTION, REMOVE SEDIMENT AND INSTALL ADSORBENT POUCHES.
6+52.6
WTR. SVC.
6+53.6
WTIR. SVC.
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REC. 3-17-87 ,,f,S
FILE 3671 , 'iR.
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"k TO REM IN -r--=r--t----t s EXIST. 4" VCP SWR •. -'w"-H' +---+'---1~
LAT. PER DWG. 134-9
TO REMAIN ABANDONED REPLACE 39 ,.F. DAfG CC/NCR TE SID A
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D£$CR1PnON: CITY CONIROl. POINT NUMBER: 117. STA. NAME: CLSB-117
LOCATION: WELL MONUM£NT AT INT£RSECnON Of PARK OR/VE
AND NEBLINA DRIVE
RECORDED: MAY 18 2001 £LE:VAnON: 15.26fNGVD29)
DA WM: CCS BJ. 1991.35 EPOCH, U.S. SURVEY Fi
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2.5' SDG&E ESMT ~
REC. 7-8"--63 AS .._. ~
FILE 118 49, O.R. '
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MATCH FS OF
EXIST. CONC.
ALONG t
EXIST. CONDO BLDG.
3' PACBELL ESMT.
REC. 7-19-63 AS
FILE 127076, O.R.
NW t
RETAINING WALL (3' HIGH MAX.)
FACE OF WALL/EDGE FOOTING ON t
EXIST. CONDO BLDG.
., I t,
I
11.10 TG 9.35 IN
CATCH BASIN PER
DETAIL 'D'
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-----
1 '-._.A._A_A_,,
I~,-~--'-------------------------------~
*=MINIMUM/AS DESCRIBED IN
SOILS REPORT/AS DIRECTED
IN FIELD BY THE PROJECT
GEOTECHNICAL CONSULTANT
PLANS PREPARED BY:
VISTA ENGINEERING, INC.
930 VISTA VILLAGE DRIVE
VISTA, CA 92084-6064
TEL (760) 941-2271
~ d /J~ ~J;w/47
KIM L. POST R.C.E. 23166 EXP. 12-31-07 DATE ENGINEER Of WORK
J.VORK-5£.£ &/li_D/;1,/<'7 PLANS -
--ROCK 81.A!J/'.E.T STABILIZ/,110/1 WLAC!D
p E
REVISION DESCRIPTION
SCALE 1" = 10' - ---0 5 10
DA TE INITIAL
0lrlER APPR-OVAf.
20
DATE INITIAL
CITY APPROVAL
NOTES:
ALL GRADING ANO CONSTRUCTION (INCLUDI
DRAINAGE SYSTEMS FOR ALL WALLS) TO
DONE IN ACCORDANCE Wlll-f PRELIMINA
GEOTECHNICAL INVESTI(IA TION FOR PR ECT
LAST UPDATED , E&. 29, 2~9.
REMEDIAL GRADING & STABILIZATI RK A SI 19'1111 I IEREOII IS SUBJECT TO -
L!..:) REVISIONS BY TI-IE PROJECT GE. CHNICAL
&
CONSULTANT.
DEWATERING MAY BE N(.E'.ESSARY PER TI-IE
SOILS REPORT AND IS. fi-lE RESPONSIBILITY
Of TI-IE CONTRACTO
L 2 GEO
I SETll..EM TS PER
TORINO PER
ICAL CON
FINISH GRA WILL PROVIDE A MINIMUM
POSITIVE , AINAGE OF 2% AWAY FROM TI-IE
BUILDING TO DRAINAGE PATI-fS Willi A
MINIMU OPE or 1,C WHICH ARE PARALLEL
TO & MINIMUM OF 2' AWAY FROM 11-fE
BUil Q,
AL. PAO AREAS AROUND BUILDING TO DRAIN
T ARDS STORM DRAIN INLETS AT A
IMUM SI.OPE OF 1,C.
BOUNDARY SHOWN PER PM 20313
REQUIRED TREATMENT CONTROL BMP TABLE
DESCRIPTION QUANTITY
KRISTAR FF-18D FILTER 2 EA.
GRASS-LINED CHANNEL 2 EA.
II AS BUil T"
RCE __ _ e:xp ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
I SH2~T I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
I SH3TS I
GRADING PLANS FOR:
LBC CONDOMINIUM PROJECT
4547 COVE DRIVE, CARLSBAD
A.P.N. 207-150-15
j=A;=;;Pc;::P;';'RO"'VE'=::'D~D:';'A;';;;';'=sAc='. 7,';'';';';:
DEP.
DWN
CHK
RVVvOB.
PROJECT NO.
MS 04-05
DRAWING NO.
447-7A
JI( 141-04
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1070708
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JERZY LEWAK AT (858) 755-4667.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING 1HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
.3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED Wl1HOUT 1HE APPROVAL
OF 1HE ENGINEERING INSPECTOR.
4. 1HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. 1HE CONTRACTOR SHALL INSTALL ADDl710NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 770NS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WAJERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMEJER MUST DRAIN AWAY FROM 1HE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 1HE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH .3/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Wl1H SECTION .35.02.3 OF
B.
C.
D.
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY E::ROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS RE::QU/RED IN SEC710N 212 OF THE:: STANDARD
SPECIF/CATIONS AND THE:: FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VER71CAL) OR SJEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER 1HAN 6: 1 WHEN ANY OF 1HE:: FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDE::NTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIAJE TREATMENT.
HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES 1HA T ARE GRADED 6: 1 OR STEEPER AND 1HA T ARE:::
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WA JERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER H£ADS PROVIDING 100% COVERAGE.
b. GR£ATER THAN 8 FEET IN H£/GHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. ·· AREAS SLOP£D LESS THAN ll:1 SHALL BE /RR/GA TED AS APPROVED 8Y TH/t CITY
ENGINEER, PRJOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME:: TO PROVIDE /RR/GA TION TO 1HE CITY ENGINEER. THE::
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF 1HE PROPOSED SYSTEM.
.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROS£EDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PE::R ACRE OF ZORRO FESCUE
c. .3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. .3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBS£CTION MAY BE OMITTED ON
LOCATIONS WHERE THE AR£A BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDEN11AL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WIT/-1 A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCAS71NG BEFORE HYDROSEEDING.
i. ALL SEE::D MATERIALS SHALL BE TRANSPORTED TO 1HE JOBS/TE IN
UNOPENED CONTAINERS Wl1H THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICA710N TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXJC WE:mNG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT 1HE DISCRETION OF THE:: CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
1HE STRAW INTO THE SOIL.
.3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULFUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGH£NING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT AR£ sumc/ENTI. Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA 7l/RA TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE::D VIABLE CONDITIONS FOR GROWTH.
£. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
1HE PROJ£CT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UN71L 1HE PROJECT JS COMPLETED AND ALL BONDS
RELEASED.
MODIFICATIONS FROM TC-1
1. METAL SHAKER PLATES WILL BE REQUIRED
AT ALL LOCATIONS UNLESS SPECIFICAL Y FILTER FABRIC
WAIVED BY ENGINEERING INSPECTOR ORIGINAL
DUE TO SITE CONSTRAINTS. GRADE
2. THE ROCK SIZE SHALL BE--~
2" MINUS. L 12" MIN., UNLESS OTHERWISE
3. A FENCE, BARRICADE OR SPECIFIED BY A SOILS ENGINEER
OTHER OEVlCE APPROVED BY THE SECTION B B ENGINEERING INSPECTOR SHALL BE -
USED TO RESTRICT CONSTRUCTION
TRAFFIC TO lHE CONSTRUCTION
ENTRANCE. 5j NOTE:
I $. 1-CONSTRUCT SEDIMENT BARRIER
>-, 6 ~ o AND CHANNELIZE RUNOFF TO
~j '):: / \.._ SEDIMENT TRAPPING DEVlCE ~i ~ '--_/ B
~i ~ ~· ,-: ..:I (/) a.' X w
C) ~ g
xj i w,
I
\.TEMPORARY PIPE CULVERT
AS NEEDED
50' MIN.
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
WHICHEVER IS GREATER
WIDTH AS
REQUIRED TO
ACCOMMOOA
ANTICIPATED
TRAFFIC
STABILIZED CONSTRUCTION ENTRANCE
EMBF;QDING DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---j!
FLOW--'!►
ANCHORING DETAIL
" DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
4" VER71CAL FACE
1. SET POSTS AND EXCAVAJE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE UNE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS,
J. ATTACH THE FIL JER FABRIC TO
THE WIRE FENCE AND EXJEND IT
INTO 1HE TRENCH.
4. BACKFILL AND COMPACT 1HE
£XCAVA7ED SOIL.
SILT FENCE
Fili SLOPE
9 IN.
MIN.
2 FT
EAR1HEN RIDGE
UNLINED SWALE & BERM
GRAVE::L FILJER O\IERFl.OW ~
,.,,,.,,._.,_.._. ······· ... · ........... . ................ ,,., .. ,,, . . :,-.-.•7··.-• .. ··· .. ····.:•:·:•
RUNOFF
WAJER W/7H
SEDIME::NT
I
SEDIMENT
..
•
FILTERED WATER -. .... ---
DROP INLET
Wl1H GRATE
CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
W11H GRATE
STRAW BALES
STAKED YH1H TWO
STAKES PER BALE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT($)
RUNOFF WATER
111TH SEDIMENT
END AND SIDE
OVERLAP AT
CORNERS
2X6 STRUT(S)
REQUIRED WHEN
NOTED ON PLANS
STAK£D
S1RAW BALE
•
2X6 STRUT($)
FILTERED
WAJER
HAY BALE SILT BARRIER
GRA VE::L BAGS OVERLAP
ONTO CURB l
----------
~-----'lil'lil"',/
RUNOFF //
GAP BE711££N BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
7HREE LA YcRS OF GRA \!EL BAGS
'MTH ENDS OVERLAPPED
GRAVEL BAGS
18"
i
LOG CHECK DAM
A
POINTS A SHOULD BE HIGHER THAN POINT 8
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
J
COARSE AGGREGA 1E
,,_,,. ~ .. ).,.,,
o L
(8)
L=DISTANCE SUCH 1HA T POINTS
A AND BARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
Vertical spacing
measured along the
face of the slope
varies between
2.4 m and 6.0 m
.:,;
Straw rolls
.:,J
Note:
Install straw roll
olong c level contour.
TYPICAL STRAW ROLL INSTALLATION
PLANS PREPARED BY:
VISTA ENGINEERING, INC.
930 VISTA VILLAGE DRIVE
VISTA, CA 92084 .. 6064
TEL. (760) 941-2271
~/ar .3fa,J/4,7
KIM L POST R.C.E. 23166 EXP. 12-31-07 OAlE
/1\
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
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 CHECK DAM
GRAVEL CHECK DAM
RIPRAP
GRAVEL BAG INLET PROTECTION
STRAW ROLLS
QUANTITY
(SEE SHEET 1)
SYMBOL
--11!11 --
-0------0----0-
c:::;::> c:::;::> c:::;::>
V/ V/ V/ V/
• axxxxxxx:xxx:x:
~ii.\fESS/w
"AS BUil T"
" L. "O ~ l;'~ :,>'% .... _
<it :i!\ ~ No.23166 RCE EXP. DATE
* Eip. 12-31 .. 07 * ¼)s..c,v11.
~ 11' C,11. \~ "" REVIEWED BY:
INSPECTOR DATE
I SH3ET I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT
EROSION CONTROL DETAILS FOR:
LBC CONDOMINIUM PROJECT
4547 COVE DRIVE, CARLSBAD
A.P.N. 207-150 .. 15
APPROVED OAVlD ,.()HA~~/ l}fi /.o?
) j DEP. CITY ENGINEER RCE 33081 EXPIRES 6-30-08 DATE
OWN BY:~ PROJECT NO. j DRAWING NO. I DATE INllli\L DATE INlllAL DATE !NlllAL CHKD BY:~ 447-?A MS 04-05 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: ·
JN 141-04