HomeMy WebLinkAboutDWG 439-8A; MS 04-10; JENNINGS RESIDENCE; 01-06GRADlijG NOTES
(IN ADDl ,TTON TO !HE REQUIREMENTS OF CHAPTER 15.16 OF !H[
CARLSBAD MUNICIPAL COD[,)
1. /HIS PLAN SUPERSEDES ALL 0/HER PLANS PREVIOUSLY APPROVED BY /HE CIIY
OF CARLSBAD REGARDING GRADING SHOIIN ON /HIS SET OF PLANS.
2. APP~OVAL OF /HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF /HE
CARL$8AD MUNICIPAL COO£, R[SOLUTTON OF CONDITTONAL APPROVAL, CITY
STANDARDS OR 0/HER ADDITTONAL DOC(JMENTS LJ$1ED HEREON AS IH[Y MAY
:~~i:N rni~ ~ts Pf:if/io,/!J;iNft;/t.EJt. ,f D1~g'~lf.E CHARGE SHALL
J, CITY APPROVAL OF PLANS DOES NOT RELIEVE, /HE DEVELOPER OR ENGINEER-OF-
WRK FROM RESPONSIBILITY FOR /HE CORRECTTON OF ERRORS AND OMISSIONS
DISCQVERED DURING CONSIRUCTTON. ALL PLAN REVISIONS SHALL 8£ PROMPTLY
SUBM/T1ED TO /HE CITY ENGINEER FOR APPROVAL
4. A R/GHT-OF-WAY PERMIT FROM /HE CITY ENGINEER WILL 8£ REQUIRED FOR ANY
WRK IN /HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA 1E OF INSURANCE MUST BE FILED NAMING /HE CITY OF CARLSBAD AS
AN ADOITTONAL INSURED ON THE PERM/Tlf['S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY, /HE INSURANCE
COMPANY l\!?ITTNG /HE POLICY MUST HAVE A RATTNG OF "A" AND A SIZE
CA 1EGORY OF CLASS V AS ESTABLISHED BY 'BESTS" KE;t RA TTNG GUIDE.
5. UNLE$S EXEMP1ED BY SECTTON J01.(b)5 OF /HE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARAT[
PERMITS FROM THE BUILDING DEPARTMENT.
5. NO WRK SHALL BE COMMENCED UN TTL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIA1E AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OIINER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE P(ANS WITHOUT THE l\!?IT1EN -APPROVAL
OF )'HE CITY ENGINEER, N01ED WITHIN THE REVISION BLOCK, ON THE
APPR()PRIA 1E SHEET OF THE PLANS AND THE TTTLE SHEET.
9. ORIGI/IAL DRAWINGS SHALL BECOME TH[ PROPERTY OF THE CITY UPON BEING
S/GN~D BY /HE CITY ENGINEER.
10. THE , ORIGINAL DRAWING SHALL BE REVlstp TO REFI..ECT AS-BUILT CONDITTONS
BY THE ENGINEER-OF-OORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE ~ROJECT Sllf AT ALL TTMES DURING CONS/RUCTION.
12. f\HERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WRK SHEETS AND (C) COMPACTTON
CURVES, SHALL BE SUBMIT1ED BY A PROFESSIONAL ENGINEER OF THE STA 7f ;OF
CAL/fc.ORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED f /LS
MEC/jANICS. THE SOILS REPORT WILL BE SUBMIT1ED TO THE CITY ENG/NEE ING
INSPECTOR WI/HIN TWO WRKING DAYS OF THE COMPLETTON OF FIELD 1ESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGA ING
ADHERENCE TO RECOMMENDA TTONS OUTLINED IN THE SOILS REPORT IS Rti IRED
PRIO~ TO TH[ ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED C AD/NG
SHAL/. BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER ., THE
STAT[ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OFJ..APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSIR C1ED IN
ACCQRDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS _ D /HE
• EARTHWRK SPECIF/CATIONS • ATTACHED TO TH[ PRELIMINARY SOILS
INVE~TTGA TION. DAILY FIELD COMPACTION REPORTS WILL 8[ SUBMIT1ED TO THE
PROJf:CT INSPECTOR.
14
' ~E'iJ!i!Elfcg MftoT/NfuiJJtLLBt8~iih!LlfitDAT WY[ fl}: Jffk'fsti&n&f Fir ONSIBLE FOR CONSTRUCTION, INSF'ECTTON, SUPERVISION, 1ESTING AND ALL OTHER ASP(C~ OE 77:IE W8K, /HE CONTRACTOR SHALL REQUEST A PRECONSIRUCTTON
MEET/fl/; BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
OORKJNG OA YS PRIOR TO STARTING CQNSIRUCTION. THE CONTRACTOR WILL THEN BE
CONf~C1ED BY THE PROJECT INSPCCTQR TO COORDJNA 1E A DA 1E AND TIME FOR THE
PRECPNSIRUCTION MEETING. APPRO',f'D DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. AIL JNSPECDQN REQU£S1S 077:IER THAN FOR PRECONSTRUCVON MITT/NG Will B£ rtm &-3rd,'. ~ff~'":&';s'} 2t&r8E /NW~ %filf:ra MWi l,.I
ON E DAY BEFORE THE INSPE TION I NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WRK DAY UNLESS ~ REQUEST OTHERWISE. REQUESTS MADE AF1ER
2: 00' P.M. WILL 8£ SCHEDULED FOR TWO FULL WRK DAYS LA 1ER.
15. THE OWNER AND/OR APPLICANT IHROUGH /HE DEVELOPER AND/OR CONTRACTOR
SHA~L DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOU:LY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STAT[ ANO FEDERAL SAFETY AND HEALTH STANDARDS, LA~ AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LA80R CODE SECTION 6705 BY SU8MITTING
A DETAIL PLAN TO /HE CITY EN(i/NE~ AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8E MADE
OF 11,<)RKER PR01ECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MOR£ IN DEPTH AND APPROVED t,Y THE CITY ENGINEER AND/OR CONCERNED
IJ 77:IE
A C
E INSPECTOR PRIOR TO EX AVATI .
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY or CI\RLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT I\UL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHA[QLOGJCAL RESOURCES AR£ DISCOV£RED WITHIN ANY WORK AREA
DUR/NG CONS/RUCTION, OPERATIONS WILL CfASE IMMEDIAIUY. AND THE
~~~t;~i Tlt{M1f/P~AfEREgzX-rf:G~f},1rN OP~~At~,STYWTLfRoioT TH;Esg:v
20. ALL OPERATIONS CONDUC1ED ON THE Sllf OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARIHMOVING EQUIPMENT, CONS/RUCTION EQUIPMENT AND ANY OTHER ASSOCIA1ED
GRADING EQUIPMENT SHALL BE LIMJ1ED TO THE PERIOD 8£1V,f:EN 7:00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUC1ED ON 'l,fEKENDS OR HOLIDAYS. (A LIST OF CITY
HOL/DAYS IS AVAILABLE AT THE [NG/NEER/NI; DEPARTMENT COUN7ER.)
21. ALL OFF-SIT[ HAUL ROU1ES SHALL BE $UBMIT1ED BY THE CONTRACTOR TO /HE
CITY ENGINEER FOR APPROVAL TWO FVLL WRKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MA 1ERIAL SHALL BE OBTAINED FROM, AND WASlf MA 1ERIAL SHALL BE
DEPOSl1ED AT. A Sllf APPROVED BY /HE CITY ENGINEER. ntE CONTRACTOR
~LL ~ 8fSP~BLE roR WY ff'soi DAMAli ocCURR1111b,ALoN~ w HAUL /i_0/11ES R ADJ!,_NT SIREELA_A _ _RESy T OF T}j_ CRADING_ERATI_N.
2J. BRUSH SHALL BE REMOVED ONLY WI/HIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY N01ED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN /HE PONDING OF
WA1ER JS NOT PERMIT1ED. ALL CARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONIROL SHALL BE AS SHOIIN AND AS APPROVED BY
TH£ CITY ENGINEER OR AS DIR£CT[O IJY /HE PROJfCT INSP£CTOR.
26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE Sllf SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITTON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A Sllf APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGA1ED, STABILIZED, PLAN1EO AND/OR HYOROSEEDED
WITHIN 1EN (10) DAYS OF THE TIM[ f\HEN EACH SLOPE JS BROUGHT TO GRADE
AS SHOIIN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLJSHED ON ALL SLOPES AND PADS AS REQUIRED
BY /HE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR
/HIS PROJECT, DRAWING NO. NIA , AND/OR AS DIREC1ED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
I I
29. THE OIINER/APPLJCANT SHALL INSURE /HAT ALL CONTRACTORS SHALL COORDINATE
/HE WRK OF THESE GRADING PLANS WITH THAT SHOIIN ON BOIH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WRK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE1E PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA 1E STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH JS LES$ THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER $ORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. f\HERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPAC1ED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WIIH CONCRElf OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITTES
( ABOVE GROUNO AND UNDER GROUND ) WITHIN THE PROJECT Sllf SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND /HAT THE ACTUAL LOCATIONS ARE IN CONFLICT WIIH THE PROPOSED
I WRK.
!JJ. /HE CONTRACTOR SHALL NOTIFY Af'FEC1EO UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FVLL WRKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINA If THE WRK WITH A COMPANY REPRESENTA TJVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA CABLE COMMUN/CATION$
COX COMMUN/CATIONS
CITY OF CARLSBAD(SIREETS & STORM DRAIN)
'CITY OF CARLSBAD(SE'l,fR, WA 1ER & RECI..AIMED WA 1ER)
'SAN DIEGUITO WA 1ER DISTRICT
'LEUCADIA COUNTY WA 1ER DISIRICT
'\IALLECITOS WA 1ER DISTRICT
'OL/VENHAIN WA 1ER DISTRICT
'BUENA SAN/TA TION DISIRJCT
'AS APPROPRIA 1E
34. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(800)650-734J
(800)892-0123
(76i4J8-7741 760 806-9809 f 760 434-2980
(760 438-2722
(760~633-2550 (750 753-0155
(760 744-0460
(760 753-5466
(760)725-1340
A. F -THE APPL/CANT HIRES A CIVIL ENGINEER,
-
R GEOLOGIST TO GIVE 1ECHNICAL ADVICE
OBSERVE AND CONTROL THE WRK IN PROGRESS {15.15.120(A)/
CARLSBAD MUNICIPAL COO£.
B. PRIOR TO FINAL Af'PROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SU8MIT1ED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15. 16.120(B)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLE1E. ALL EROSION CONTROL, SLOPE PLANTING
' AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
••• LET1ER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, f\H/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STA 1EMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMAR/£$ OF
FIELD AND LABORATORY lfSTS. THE REPORT SHALL ALSO
INCLUDE A STA1EMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WIIH THE REQUIREMENTS AND
RECOMMENDATIONS OUTUNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY /HE
CITY.
J5. UNLESS A GRADING PERMIT FOR TH/$ PROJECT IS ISSUED WITHIN ONE (1)
YEAR AF1ER /HE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMIT1ED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED PRELIMINARY GE01ECHNICAL INVEST/GA TION, PARCEL 2,
SOU/H'l,fST 1ERMINU$ OF DONNA CT. PREPARED BY VINJE & MIDDLETON ENGINEERING, INC.,
OA1EO JANUARY 5, 2000, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WIIH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE /HAT I AM /HE ENGINEER OF WRK FOR /HIS PROJECT, /HAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF /HE PROJECT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFESSIONS COO£, AND THAT THE DESIGN IS
CON$/S1ENT 111/H CURRENT STANDARD$.
I UNDERSTAND THAT THE CHECK OF PROJfCT DRAWINGS AND SPECIFICATIONS BY TH£
CITY or CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF OORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: LUZURIAGA TAl1.0R, INC (LTI)
ADDRESS: 26440 LA ALAMEDA SUl1E 310
CITY. STA lf: MISSION VIEJO, CALIFORNIA 92691
1EL£PHONE: (949) 348-2882
BY: DAVID LUZURIAGA
DA 1E: 02/17 /06
R.C.E. NO.: C56734
REGIS/RATION EXP/RATION DA TE: 06/J0/07
SOILS ENGINEER'S CERTIFICATE
I, s. neJidt'S '5h,>Ciwt . A REGISTERED CIVIL
ENGIN[[R OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN !HE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTTFY !HAT A
SAMPLING AND STUDY OF !HE SOIL CONDI TTONS PREVALENT WI !HIN !HIS
SIT£ WAS MADE BY ME OR UNDER MY DIRECTTON BETWEEN !HE DA TES OF
I..tn, s:,2.,,-.,..,..:n,,, ~ 20.,4 AND ac+. S:: , ~4 . TWO
COPIES OF THE SOILS REPORT COMPILED FROM !HIS STUDY. W/!H MY
RECOMM[NDA TIONS, HAS BEEN SUBMITTED TO !HE OE; C E Cl
ENGINEER. n
SJGN[D:~~-b~~~~:::'.:'.'="'::::===~
~
Jli~. 4117•1 I
E~p.17.~1-CJ *A
~ ti', CI V I\. ~OFc~,,10
P.E. NO.: 41,174
DAT£:
LICENSE EXP/RA TTON DA TE: 12· 31-oto
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY !HAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON !HE COMPACTTON AND STABILITY OF
~~ /C~;:-0~
REQUIRED TREATMENT CONTROL BMP TABLE
PROJECT SITE
TYPE OESCRPTION OWI-ERSHP
BIO FILTRATION TC-JO VEGETATED
SWALE
DETENTION AND MP-50 WET VAULT
SETTLING
ABBREVIATIONS:
AB
AC
ATO
BFPD
BW
CB
CL cs
CIP
CONC
DD
DIP
DS
DW
DIii.
DWY
(E)
EG
ELEC
EM
EP
FC
FD
FF
FG
FL
FM
FS
FP
FW
GB
AGGREGATE BASE
ASPHALT CONCRETE
ATRIUM DRAIN
BACK FLOW PREVENTOR DEVICE
BOTTOM OF WALL ELEVATION
CATCH BASIN
CENTER LINE
CRA\11. SPACE ELEVATION
CAST IRON PIPE
CONCRETE
DECK DRAIN
DUCTILE IRON PIPE
ROOF DOWN SPOUT
DOMESTIC WATER LINE
DRYWELL CATCH BASIN
DRIVEWAY
EXISTING
EXISTING GRADE
ELECTRICAL
ELECTRICAL METER
EDGE OF PAVEMENT
FACE OF CURB ELEVATION
FRENCH DRAIN
FINISHED FLOOR ELEVATION
FINISHED GROUND ELEVATION
FLOW LINE ELEVATION
FORCE MAIN LINE
FINISHED SURFACE ELEVATION
FINISHED PAVEMENT ELEVATION
FIRE WATER LINE
GRADE BREAK
VICINITY MAP
CITY OF OCEANSIDE
78
PVT
PVT
GM
GR
HP
INV
JT
JP
LO
tF
(N)
PKG
RET
RIM s
SAP
SBD
SBDCO
SD
SDCO
SICB
SLP ss ssco
SSP
TW
TYP
VD w
W/
WM
c>
MAIIITENANCE
AGREEMENT
011,ER
OTI,ER
GAS METER
GRATE ELEVATION
HIGH POINT
INVERT ELEVATION
JOINT TRENCH
JOINT POLE
LANDSCAPE DRAIN
LINEAR FEET
NEW
PARKING
RETAINING WALL
RIM ELEVATION
SLOPE
SHEET NO.
3 & 5
4 & 5
SEE ARCHITECTURAL PLANS
STORM SUB DRAIN
STORM SUB DRAIN CLEANOUT
STORM DRAIN
STORM DRAIN CLEANOUT
SIDE INLET CATCH BASIN
SEE LANDSCAPE PLANS
SANITARY SEWER
SANITARY SEWER CLEANOUT
SEE STRUCTURAL PLANS
TOP OF WALL ELEVATION
TYPICAL
VERTICAL DROP
WATER LINE
Will,
WATER METER
SPLASH BLOCK
MAINTENANCE
FREQUENCY
AS NEEDED
AS NEEDED
CITY OF VISTA
,,_of!
CITY OF
:::,.---\4 SAN MARCOS
PACIFIC
OCEAN
SOURCE OF TOPOGRAPHY
CITY or
TOPOGRAPHY SHOIIN ON THESE PLANS WAS GENERA 1ED BY
FIELD METHODS FROM INFORMATION GATHERED ON MARCH 2002,
BY PASCO ENG/N[R/NG, AND SUPPLEMENTAL FIELD INFORMA noN
IN NOVEMBER 2005 BY JOHN SEACE L.S.
TOPOGRAPHY SHOIIN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJfCT IS LOCA 1ED WITHIN ASSESSORS PARCEL NUMBER(S)
205-260-06
THE CALIFORNIA COORDJNA1E INDEX OF THIS PROJECT IS: 362-1571
BENCH MARK
DESCRIPTION: SPIKE IN TOP OF CURB
LOCATION: Sf CORNER OF MONROE ST ANO KARREN LN
RECORDED:
ELEVA TTON: 219.59
OWNER
PA TRICK JENNING$
J725 f\E:ST HA VEN DRIVE
CARLSBAD, CA 92008
949) 348-2882
DA TUM: NGS 27
EARTHWORK QUANTITIES
CUT: 391 CY
FILL: 131 CY
IMPORT: 0 CY
EXPORT: 250 CY
REMEDIAL: 1817 CY
EARTI,WORK QUANTITIES SHOWN ARE FOR PLANNING
PURPOSES ONLY. CONTRACTOR SHALL PERFORM
11,EIR OWN EARTI,WORK QUANTITY CALCULATION,
AND USE 11,EIR CALCULATION FOR BIDDING AND
COST ESTIMATING PURPOSES. •
I~$~ lil:i [t r/\ • t• --I
DATE lli!llAI.
ENGIHE£R OF -, REVISION DESCRIPTION
I
'
I
WORK TO BE D. NE
THE GRADING WR _ SHALL (X)NSIST or THE CONS1RUCTION OF ALL CUTS AND FJlLS,
REMEDIAL G{lAD/NG, "'~i FACILITIES, EROSION CONTROL FACILITTES, N/ID
PLANTING OF PERMANENT. APING AND PREPARATION OF AS-BUILT GRAD/NI; P(},NS,
AS-BUILT GCOLOGIC M ~ REPORTS, ALL AS SHOIIN OR REQUIRED ON /HJ:j '§ET
OF PLANS AND THE Cl _ ST. -ARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUl)i:jis
AND ORDINANCES Cl 1ED 01(. , • PLANS. '•
THE GRADING WORK SH,\):L JJE PERFORMED IN ACCORDANCE WITH THE FOLLO'IQNG
DOCUMENTS, CURRENT AT ·-~ TIME OF CONSTRUCTION, AS DIREC1ED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. MS 04-10 DA1ED FEBRUARY 17, 2006
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WRKS CONS/RUCTION (GREEN
BOOK).
5. SOILS REPORT ANO RECOMMENDATIONS BY VINJE AND MIDDLETON ENG/NEERING, INC.,
DA 1ED JANUARY 5, 2000 AND UPDA 1EO OCTOBER 5, 2004
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSJON DEVELOPMENT PERMIT CONDITTONS
DA1ED N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA1ED ____ N/.~A ___ _
LEGEND
mm.
0 SEWER CLEANOUT
500) 0 STORM DRAIN ClEANOU T
----ins>-4" SANITARY SEWER
-30" so-30" STORM DRAIN
-4" SO -400 STORM DRAIN
-J"SO-3"' STORM DRAIN
~ 200 WATER
• AREA DRAIN
-----SUBDRAIN
~ ' SEDIMENTATION INLET
U::::,,.....--0ETAIL NUMBER
~RA"'1NG NUMBER
OUANDD'.
1 EA
6 EA
18 lF
40 lF
JJO lF
80 lF
25 lF
11 EA
195 lF
1 EA
SHEET INDEX
St:!EET NQ. DE SCRIP DON
1 TITI.E SHEET
2 TOPOGRAPHIC SURVEY
3 GRADING PLAN
4 UTILITY PLAN
5 DETAIL SHEET
6 EROSION CONTROL PLAN
P~I~PARTMENT APPROVAL ~S B~ILT',
Dirr.// /2! /a; _ r -. ~fu (S!CND)
~ A./EU, .A$S'J;1'LAIIIIIIIG D!Rl!Cl'OR RCE.f'.,1Ji EXP.~/h/.L l DATE
__......~~~,.__:._D'AT8: II; .. , I a;. 7tt:l8Jb -
RECOIOONJ)ED BY: 0':7' ~::, J/-e,.L--' 2,,/t1-/12.,
NAIii) INSPECTOR DATE ' I ~fET I CITY OF CARLSBAD I ~~TS I ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
JENNINGS RESIDENCE
TITLE SHEET
APPROVED ~D ..£-/ HAMMANN 11 y: '!}_i{/._o?
~TY ENGINEER PE 33069 EXPIRES 08/30/08 DATE
lii\NBY: Jr I PROJECT NO. I DRAWING NO. OAlE NllAI. OAlE NTIAI.
OlHER /ffR/JVAI. QTY /v'PRavAI.
CHKD BY: ~liS"' MS 04-10 439-8A RVWD BY: '>ti'-
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0.288 AC . GROSS
0.266 AC NET
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GRADING PLANS PREPARED BY:
L-1
LUZURIAGA TAYLOR, INC.
Civil Engineers • Land Survey□rs
2 6440 La Alameda, Suite 31 0
Mission Viejo, California 92691
Tel 949.348.2882
Fax 949.343.2772
EASEMENT NOTES:
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CD EASEMENT FOR PUBLIC STREET AND UTILITIES TO THE CITY OF
CARLSBAD PER DOCUMENT NO. 1999-0209794, RECORDED MARCH
30, 1999
"' 111.
DATE INITIAL
ENGINEER t::, WORK
N□.
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3
4
CURVE TABLE
RADIUS
48.00'
48.00'
48.00'
90.00'
DELTA
45'11'27'
105'56'19'
60'46'07'
09'48'11'
LI 'I.., fh •. ft--.,:_' ;..ti. C' -
REVISION DESCRIPTION
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37,86'
88,75'
50.91'
15.40'
DATE
SEE SHEET 1 FOR
NOTES AND LEGENDS
EXISTING CONDITIONS:
1. EXISTING TOPOGRAPHIC SURVEY PERFORMED BY PASCO ENGINEERING Willi
SUPPLEMENTAL FIELD DATA PROVIDED BY JOHN T. SEACE LS. GRADES
ENCOUNTERED ON-SITE MAY VARY FROM THOSE SHOWN. CONTRACTOR
SllALL REVIEW THE PLANS AND CONDUCT FIELD INVESTIGATIONS AS
REQUIRED TO VERIFY EXISTING CONDITIONS AT THE PROJECT SITE.
2. CLIENT SHALL HOLD HARMLESS LTI FROM ANY AND ALL OCCURRENCES
RESULTING FROM THE ACCURACY /INACCURACY OF THE CLIENT SUPPLIED
TOPOGRAPHIC ANO BOUNDARY SURVEY (AS PREPARED BY OTHERS).
SURVEYOR'S NOTES:
BASIS OF BEARt-lG;
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM 1983, ZONE Vl, 1991.35 EPOCH, NORTH AMERICAN
0Al1JM OF 1983 {NAD83) GRID BEARING BETWEEN STATION CLSB 120
ANO CLSB 123 AS SAID COORDINATES ARE PUBLISHED IN THE QTY OF
CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF
SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO
COUNTY RECORDER ON FEBRUARY 8, 2002. THE GRID BEARING BETWEEN
CLSB 120 AND CLSN 123 N 0016'34'E.
LEGEND
FOUND MONUMENT AS NOTED
CONTROL POINT
FIRE HYDRANT
SEWER CLEAN OUT
<u., POWER POLE
0--0, STREET LIGHT
-8" W-8" WATER
-a" ss-a· SANITARY SEWER
-{l,jij)--WATER METER
~ SET 3/4" I.P. & PLASTIC PLUG LS 4325
[ l RECORD PER 96 PM 6
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RECORD PER ROS 5393
RADIAL LINE
CITY OF CARLSBAD I ~~ETI ENGINEERING DEPARTMENT
GRADING PLAN FOR:
JENNINGS RESIDENCE
TOPOGRAPHIC SURVEY
I ~~TS,
:PR~1~ ff;JR.j¾C. HA't!~.i!:111 ~ ;!_'/,_ 0')
OTY ENGINEER PE 33069 EXPIRES 0(1/30/08 DATE
INITIAL DATE INITIAL DYIN BY: Bn
CHKD BY: /1. ~ PROJECT NO.
OlHER >WROVAL QTY APPROVAL RVWD BY: 11 t \\. I MS 04-10
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DESCRPTION QUANTITY
185 LF
00-227~
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1---l--~1--------------+---ll---t---t--l ;L..2._J==:.==:::::E::::N:::GI::::NE::E::R:::ING:::::::::::D::EP:::::AR::::::::TH::E::N::::T==:'..=:==, L -I _/K,, :_ JJ -0 .... 1---1---1------+---+--t--+----1 GRADING PLAN FOR:
LUZURIAGA TAYLOR, INC. ,1• '~. / V:"-.-{ JEN~~~N~E~~j~CE
Civil Engineers • land Surveyors , i: ' · k J. ,I __ , __ / .· , '
',i \?1 71 °7 "
'\ 26440 La Alameda, Suite 310
Mission Viejo, California 92691
Tel 949.348.2882
Fax 949.348.2772
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rowlil BY: BH I PROJECT NO. I DRAWING NO.
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ENGIIIEfltCF'MlRK REVISION DESCRIPTION
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LUZURIAGA TAYLOR, INC.
Civil Engineers • Land Surveyors
26440 La Alameda, Suite 310
Mission Viejo, California 92691
Tel 949.348.2882
Fax 949.348.2772
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30 FEET 1
REQUIRED TREATMENT CONTROL BMP TABLE
DESCRPTION QUANTITY
WET VAULT 1 EA
DATE INllW. DATE INllW.
ENGINEER <:I IIKlRI< REVISION DESCRIPTION OlHER~AL
DATE INllW. WN BY:
CHKD BY:
QTY APPROVAL RW.O BY:
SEE SHEET 1 FOR
NOTES AND LEGENDS
J/ir/11--=c.. _______ _
GS RESIDENCE
ILITY PLAN
DRAWING NO.
439-8A
r---r-=~~-----LUBE GASKET AND PIPE-SET
TOP TO GRADE AND ORIENT
GRATE TO MATCH SURFACE
IMPROVEMENTS.
4• PIPE RISER-CUT a•
BELOW FINISH GRADE
VC TEE
TORM DRAIN LINE
~9 ~S=Q=U=A=R=E=A=T=R=IU=M=D=R=A=IN=====SCAI.£=: NO::::;T::::TO::::SCAI.£::::::: \V TEE INSTALLATION -oo,eo,~•----MS1I
------~1"x4" NOS PLASTIC ATRIUM -GRATE
--....._....._.....__ILUBE GASKET AND PIPE-SET
TOP TO GRADE AND ORIENT
GRATE TO MATCH SURFACE
IMPROVEMENTS.
4• PIPE RISER-CUT a•
BELOW FINISH GRADE
go• ELBOW
TORM DRAIN LINE @ SQUARE ATRIUM DRAIN
END OF LINE
SCAll : NOT TO SCAll
-061804 --021-'IIIIS02 --MS'III
PIPE TRANSITION CHART
DIA NO. Of 3" PIPES
4• 2•-------3•
,,---SEE SAN DIEGO REGIONAL
STANDARD DRAWING 0-27 FOR
CONTINUATION
,---,CH:RISTf V-9 DRAIN BOX OR
EQUIVALENT
~-,KOM LANDSCAPE DRAINS OR
ROOF DRAINS
'----+-------,I" DIA. ~ST IRON PIPES
I'.
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,,----5[[ SAN DIEGO REGIONAL
STANDARD DRAWING D-27 FOR
CONTINUATION
.--~OPE
,---fR(lM LANDSCAPE DRAINS OR
ROOf DRAINS
1/, 1/,
'---<:.I.P. OONC
~------MATCH L F'S @ DISTRIBUTION BOX sc.::"'1:::-:STR
12"
fll ID! F AB~C ANCliOR
STAKES/STAPI.ES (T\1')
.-' 1 IC:rl = 11:-
-, I I 111 I -lRENCli AND KEY IN
· ' 1-1 I 1-1 I I END Of FILTER FABRIC
8" MIN DEEP (T\1')
PERMANENT EROSION NOlES: CONTROL FABRIC
1. ALL GRASS SWALES SHALL BE LINED VYlTH A PERMANENT EROSION CONTROL FABRIC
sua-t AS VMAX SC250 OR EQUIVALENT.
VMAX AND MIRAMAT CONTACT INFORMATION:
JOHN TOWNS & ASSOCIATES
PHONE: (510) 233-7100
2. THE CONTRACTOR SHALL HANDLE, STORE, PLACE AND INSTALL/ANCHOR THE
PERMANENT EROSION CONTROL FABRIC IN ACCORDANCE WITH THE MANUF ACT\JRER'S
RECOMMENDATIONS AND INSTALLATION SPEClflCATIONS AND DETAILS.
3. THE CONTIRACTOR AND/OR HOME OWNER SHALL INSPECT, MAINTAIN AND REPAIR GRASS
SWALE DIMENSIONS, SLOPE AND EROSION CONTROL FABRIC IN ACCORDANCE WITH THE
EROSION CONTROL PLAN NOTES ANO RECOMMENDATIONS. 0 GRASS SWALE
,-H .,,
-H • .,,
SCAll : NOT TO SCAll
-081904-00I --SfALE --MSTR
------CHECKERPLATE STEEL
COVER
~---+-RECAST CONCRETE BOX
•--TO BE CHRISTY U21
(18"X18"), OR EQUIVALENT.
@ SEDIMENTATION INLET SCAll : NOT TO SCAll
.,,..---{;HRISTY ·rs· METER BOX W/
"FBD" REINFORCED CONCRETE
COVER MARKED "STORM DRAIN"
OR "SEWER"
-7!1!~ffc§~~~=-------'"T-CONE" STOPPER OR
FLOW
e.l> OF UE
FLOW
IN-ltE
CLEANOUT PLUG W/ BANDED
COUPLER
-----l"VC WYE SIZE AS
SPECIFIED ON PLANS
..-----CHRISTY "F8" METER BOX W/
"FBD" REINFORCED CONCRETE
COVER MARKED "STORM DRAIN"
OR "SEWER"
-----'"T-CONE" STOPPER OR
CLEANOUT PLUG W/
BANDED COUPLER
------4"PVC RISER W/ CAP
'---'-t-"PVC 45" BEND
-----1-'VC WYE SIZE AS
SPEClflED ON PLANS
00IE:.. GLUED FITTINGS MAY BE SUBSTITUTED FOR GASKETED flTTINGS AT THE OPTIOI-I
OF THE INSTALLATION CONTlRACTOR.
G) STORM DRAIN
CLEANOUT
SCALE : NOT TO SCAll
--071904 -001-CO--RES ·-MSTI
,--------------
.3 /1-/11... ---'.....;_.:....;..;;;.__ ___ _
GRADING PLANS PREPARED BY: i-----1~-+-=i:~-li;~.r-L~~~~1~~.-~c..=-=-=i=-=-=-=i:..=-=-=i.=-=-~i-=-=-.iJrl ~ml ::;crii1T~=o~F~C~A~~~~I SHiiiE~6ETS~I
1----+--+----------------+---t----+---1----1 ENGIN ERING DEP
l----+--+----------------+---l----+---1----1
LUZURIAGA TAYLOR. INC.
Civil Engineers • Land Surveyors
26440 La Alameda, Suite 310
Mission Viejo, California 92691
Tel 949.343.2882
Fax 949.343.2772
1----+--+----------------+---t----+---1----1 GRADING PI.Alf FOR:
DAlE HllM. OAlE HTIAL DATE INITIAL
ENGINEER C, WORK REVISION DESCRIPTION OlHER APPROVAL QTY M'PROVN..
I
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQU/RED,CONTACT PA TRICK JENNINGS AT 949) 348-2882.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
77MES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCA 770NS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN /S EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEER/NG INSPECTOR.
. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHAU INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 770NS OR
UNFORESEEN CIRCUMSTANCE$ WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDl770N.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORA TEO HEREON.
8. GRADED AREAS AROUND THE PROJECT P£RIM£TER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE £ND OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (4D%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH S7RAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
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 EROSION CONTROL PLANTING AND IRRIGATION SHALL BE:
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 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 VERTICAL) OR STEEPER
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 THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/770NS
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 JHE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1DO%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED $CHEM€ TO PROVIDE !RR/GA TION TO TH€ CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARD/NG THE NUMBERS. TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OP77MUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
D.
E.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c" 3 lbs. PER ACR£ OF E SCI-/OOL CIA CAL!FORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DJMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECllON MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDEN77AL S7RUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRIN7£0 ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCREllON OF THE CON7RACTOR.
2. TYPE 1 MULCH APPL/£0 AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITU7FD, ALL OR PART, FOR
HYDRAULJCALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW IN TO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHE:N/NG THE: SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY 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
SATURA7fD SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT JS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLE7fD AND ALL BONDS
RELEASED.
50'MIN.
PUBUC RIGHT-
OF-WAY
8" MIN.
EXISllNG GROUND
j
14'M/N.
PROF/LE
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
FLOW ----
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE
FLOW--.-
EMBEDOING DETAIL
4" VERTICAL FACE
_, WIRE OR NYLON
BOUND BALES
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
STRAW BALE DIKE
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETW£EN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WI TH ENDS OVERLAPPED
GRAVEL BAGS
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LEGEND
DESCRIPTION QUANTITY SYMBOL
STABIIJZED CONSTRUCTION ENTRANCE 373 SF
STRAW BALE DIKE 404 LF -----
GRAVEL BAGS 10 EA
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ENTRANCE
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!GRADING PLANS PREPARED BY:
LUZURIAGA TAYLOR. INC.
Civil Engineers • Land Surveyors
26440 La Alameda. Suite 310
Mission Viejo, California 92691
Tel 949.348.2882
Fax 949.348.2772
1~--~
RESID~CE
FF=256.50
SLABON<lRAl>E
PAD•2!55-50
i GRAVEL BAGS TYP
STRAW BALE DIKE
SEE SHEET 1 FOR
NOTES AND LEGENDS
~ CITY OF CARISBAD ,SH~ETSI 1----1---1----------------1,._---t---t----t-----1 L'.:._j ENGINEERING DEPARTMENT
1----1----+--------------------1---t---+----t
DATE INITIAi. DATE INlllAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 01ltER H'PRDVAI. QTY APPRO\IAL
ION CONTROL PLAN FOR:
JENNINGS RESIDENCE
EROSION CONTROL PLAN
OWN BY: Bli
CHKO BY:~ RVWD BY: i),-.,..
PROJECT NO.
MS 04~10 I DRAWING NO,
439-8A ,__ _______ ...,