HomeMy WebLinkAboutDWG 421-1A; PD 04-11; BUENA WOODS II STORM DRAIN; 01-03GRADING NOTES
(IN ADDITION TO THE RF:QUIRE'.MF:NTS OF CHAPTe:R 11.0tl OF TH!
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPE:RSEDE:S ALL OTHE:R Pt.ANS PRE:IAOUSL Y APPRO\£D BY THE CITY
OF CARLSBAD RfGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOCS NOT L£SSF:N OR WAI\£ ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUME:NTS LISTE:D HE:RfON AS THEY MAY
PERTAIN TO THIS PRO.£CT. THE E:NGINEER IN RESPONSIBLE CHARGE SHAU
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REL/El£ THE DEl£LOPER OR ENGINEER-OF-
~ I.ROM RESPONSJBIUlY FOR THE CORRECTION OF ERRORS AND OI.IISS/ONS
.ti'RED DURING CONSiRUCT/ON. ALL PLAN REVISIONS SHALL BE PR()l,IPTl. Y
SUBI.IITTE:D TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FRO/,/ THE CITY E:NGtNEER IIILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE: OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM/TTE:E'S POLICY IN THE WI/MUI,/ AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIA8'LITY. TH IN RAN
PA Y /TIN TH P HA TIN A NO A
A A A TA I K Y RA TIN l
5. UNL£55 EXEMPTW BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE: OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE:
PERI.I/TS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PElfMT.S HA\£ BEEN OBTAINED FROM
THE CITY ANO OTHE:R APPROPRIATE: AGENC/£S.
7. APPROVAL OF THESE PLANS BY THE CITY ENG/NffR DOCS NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORIED UNT1L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
ti. NO REVISIONS Mft.L BE MADE: TO THESE Pl.ANS WITHOUT THE 'ttRITTE:N APPROVAL
OF THE CITY ENGINEER, NOTW WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE Pt.ANS AND THE T11l.E SHE£T.
9. ORIGINAL DRA'MNGS SHALL BHX/1,1£ 71£ PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINE£R.
10. THE ORIGINAL DRAWING SHALL BE l!fVfSE[) TO R!Fl.!CT AS-BUILT CONDIT10NS
BY THE ENGIH!ER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FCR FIFfE AND 011-i!R D.1£JIWCNCY 'tf:HtCI..ES SHALL SE IIAINTAINro TO
THE PROJECT SITE: AT ALL TIMES DURING CONSTIWCT/c»I.
12. WHERE TRENCHES ARE WITHIN CITY EASOIENTS, A SOILS RE'.PORT COI.IPRfstD
OF: (A) SUMMARY SHEET, (B) LABORATORY ~ SHE£TS AND (C) COMPACTION
CURVES, SHALL BE SUBMIT'rtD BY A PROFE:SSIONAL ENGINEER OF THE STA TE: OF
CALIFORNIA, PRINCIPAU Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT IIILL BE SUBMITTE:D TO THE CITY ENGINEERING
INSPECTOR Wl'THIN TWO WORKING DA 'IS OF THE COMPLET/c»I OF FIELD TE:STS.
1J. A SOILS COMPACTION REPORT AND COl,/PL/ANCE VERIFICAT/c»I REGARDING
ADHERENCE ro RECOI.II.IENDA TIONS OUTl.lNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO 1HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SI~..., BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE: OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FJELD OF APPLIED
SOILS ME:CHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTE:D IN
ACCORDANCE WITH THE Cl TY OF CARLSBAD STANDARD SPEC/FICA TIONS AND THE
• EARTHWORK SPECIFICAT/c»IS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS 'MLL BE SUBMITTE:D TO THE
PROJECT INSPECTOR.
14. A PRfCC/NSIBI/CTilW IKf;TING $HAIi 8£ Hfl O AT lHf SITE PRIOR TO lHf
BfG(NNING Of WORK AND SH& B( ADfNDfO BY AU REPRESE'NTATIYES
RESPONSIBL~ FOR CONSTRUCn~ INSPECT/~ SUPE:RWSION6 TE:SnNG AND ALL OTHER ASPJ:;rs OF 11-1£ WORK ~ CONTRAC~ SHALL SCHt ult THE I.IEE'TTNG
THROUGH THE PERMIT CLERK ( 760-4.JB-J891) AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCnON. APPR0',£0 DRAIIINGS MUST BE
AVAILABLE' PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEET1NG.
1.5. AU fNSPITTION REDIIESTS QlHfR THAN fQR PR£CQNSTRL/CTION /Jf'ETWG Mill BE
SPFCUCIN REQl,IES
I . /NSPEGnONs WILL BE MADE
E' NEXT K DAY UNL£SS-eYOU'i!:ff>;i;,£~E'""S-rOTH IIISE. REQUESTS MADE AFTE:R
2: 00 P.M. IIILL BE SCHEDULED FOR TWO FULL WORK DA 'IS LA TE:R.
f!I. THE OWNfR AND/OR APPLICANT THltOUG4 TH£ DEVELOPE'R AND/OR CONmACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAITTY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA TE: AND ITDERAL SAFETY AND HEAL TH STANDARDS, LA ws AND RfGULA nONs.
17. THE CONTIUCTOR SHALL CONFORI.I TO LABOR CODE SECT10N 670!5 BY SUBt.llTTING
A DE:TAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOIIING
THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTE:CTIOH FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVAT10N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T10N
THEREIN. THIS PLAN IIUST BE PREPARED FOR ALL TRENCHES Fl',£ FffT (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONctRNED
AGENCY PRIOR TO EXCAVA TIQN /f THf PLAN VARIES fR06I THf SHORING SYSTFl«f
STANDARDS ESTABUSHED BY THf CQNSlRUCTIQN SAf£IT ORDERS. DILE B
CALJEQRNIA AQ/,1/N/STRA D'rf CODE, U:tE PLAN SHAU Bf PREPARED BY A
REGts]FRfD ENGINEER AT THf CQNIRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTE:D TO THE INSPECTOR PRIOR TO !XCAVAT10N.
Ill. N0-1!1..ASTING ,SHALL BE PERFCflME1J LINTII. A. VALID BLASTING PE:RIIIT HAS BEE:N oarnm FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASnNG
PERMIT IE.L IN ADVANC£ Of THE SCHEDULING OF BLASTING OPERA T10NS.
19. IF ANY ARCHAEOLOGICAL RESOURCE'S ARE DISCOk(RED tt,THIN ANY l!PBK AREA
DURING CONSTRUCTION, OPERAUQNS ltlU CEASE lt,ll,IEDIA1FL'G AND THE
PERMITTE:E' IWLL NOT1FY IN£ CITY E:NGINEER. OPERA T10NS IIILL NOT RESTART
UNnL THE PERMITTE:E HAS RECE/\£0 111?/TTE:N AUTHORITY FROM THE CITY
ENGINE£R TO DO SO.
20. ALL OPERA nONS CONDUCTE:D ON TH£ SITE: OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA nON OF TRUCKS,
EARTHI.IOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TE:D
GRADING EQUIPMENT SHALL BE LIMITW TO THE PERIOD BETWEEN 7: 00 A.I,/. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERAT10NS SHALL BE CONDUCTED ON WEEKE:NDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTE:R.)
21. ALL Off-SITE HAUL ROUTES SHAU B£ SIJB!IITTEQ BY THf CONTRACTOR TO lHE
QTY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MA TERtAL SHALL BE OBTAINED FROM, AND WASTE: MATERtAL SHALL BE
DEPOSITE:D AT A SITE: APPROVED BY THE CITY ENGINE£R. THE CONIRt\CTQR
SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG THf HAUL
ROUTES OR ADJACENT S7Rff7S AS A RESULT QF 71-1£ GRADING OPERA T10N,
2J. BRUSH SHALL BE REMOVED ONLY KITHIN THE AREA TO BE GRADE:D. NO TREES ARE
TO BE REMOVED UNL£SS SPECIF/CALLY NOTW ON THE PLAN.
24. ALL AREAS SHALL BE GRADE:D TO DRAIN. GRADING RESUL T1NG IN THE PONDING OF
WA TE:R IS NOT PERI.IITTE:D. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
2.5. THESE PLANS ARE SUB.£CT TO A S1Gf/ED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTW BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE: SHALL BE L£FT IN A NEAT AND
ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSE'D OF AT A SITE: APPROVED OF BY THE CITY £'NG/NEER.
27. ALL SLOPES SHALL BE /RR/GA TE:D, STA8'LIZED, PLANTW AND/OR HYDROSEEDED
WITHIN TE:N (10) DAYS OF THE' TIME WHEN {AQ:f SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROl£D GRADING PLANS.
GRADING NOTES CONT.
28. LANDSCAPING SHALL BE ACCOMPLISHED c»I ALL St.OPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRo.ECT, DRAWING NO. N~ , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS Ill TH THAT SHOWN ON BO TH THE LANDSCAPE
AND IRR/GAT10N PLANS AND THE II.IPROl£11ENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL T1ME REQUIREI.IENT.S.
JO. STORM DRAIN PIPE SHALL BE R!INFORCED CONCRE:TE: PIPE 111TH A 1,//N/WUM
D-LOAD OF 1,J/50. FOR PR/VA TE: STORM DRAIN PIPES, UP TO 15" P\IC MAY BE
unuZED PROVIDED DEPTH IS L£SS THAN 15 FffT AND 8ACKFILL£D WITH 3/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE' MEETS ASTII STANDARD JOJ.f FOR
SOR .J!S SOLID WALL PIPE.
J1. WHERE .AN EXISTING PIPE LINE IS TO BE ABANDONED AS A REsut T OF THE
GRADING OPERATION, IT SHALL BE REMOVED IIITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTE:D SOILS. IN OTHER
ARfAS THE PIPE KILL BE PLUGGED WITH CONCRETE: OR REIIOVED AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE: SUffiC/ENTl. Y
AHEAD OF GRADING TO PERMIT TH( REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'MTH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOT1FY AFTECTFD UT1UTY COMPANtES (SEE BELOW) AT
!£AST 2 FULL WORKING DAYS PRIOR TO START1NG GRADING NEAR 'l'HEIR
FACILIT1ES AND SHALL COORDINATE: THE WORK WITH A COMPANY REPRESENTA T1VE.
UNDERGROUND SERVICE ALERT
SDGM
1-800-422-4/JJ
(760)4J8-6200
(800)310-2.J!S/5 SBC
ADELPHIA GABL£ COMMUN/CATIONS
~
76~9J1-7D00 760 4J8-2980
( 60 ,fJB-2722
[760)6JJ-2650
(760)753-0155
(760~7#-0460 (760 753-6466
(760 726-1 J40
CITY OF CARLSBAD(STREETS .ft STORM DRAIN)
'CITY OF CARLSBAb(SEWER,WATE:R .ft RECLAIMED WATE:R)
'SAN DIEGUITO WA TE:R DISTRICT
't.EUCADIA COUNTY WA TE:R DISTRICT
"VALL£ClTOS WA TE:R DISTRICT
'(J/JVENHA/N WA TE:R DISTRICT
'BUENA SAN/TA nc»1 DISTRICT
*AS APPROPRIATE:
J.f. PERIIIT COMPLIANCE REQUIREMENTS:
A. FOR CQNIRQl,LED GRAD/~ -7Ht APPLICANT HIRES A ct\111. ENGINE£R,
SOILS E:NGINEER, ANDOR GEOLOGIST TO GIVE TE:CHNICAL AD\IICE,
OBSER',£ AND CONTROL THE WORK IN PROGRESS {11.06.170(B)J
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL Of A GRADING PERA/IT -THE FOLLOIIING
REPORTS MUST BE SUBt.1/TTE:D TO THE CITY !NG/NEER VIA THE
PRO.£CT INSPECTOR [11.06.190(8)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPE:R\IISING GRADING E:NG/NEER STA TING ALL
GRADING IS COMPLETE:. ALL EROSION CONTROL, SLOPE PLANTING
AND /RRIGA noN ARE INSTALLED IN CONFORMANCE Wl1H CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COi.iPL/ANGE
LETTE:R FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS !NGINEER, WHICH INCl.UDE:S
RECOMI.IE:NDED SOIL BEARING CAPAC/TIE'S, A STA TE:MENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUI/MARIES OF
FIELD AND LABORATORY TE:STS. THE' REPORT SHALL ALSO
INCLUDE A STATEMENT 8 Y THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH 11-IE REQUIREMENTS AND
RECOMI.IE:NDA nONs OUTl.lNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC Pt.AN, IF REQU/M:D BY THE
CITY.
.J5. UNLESS A GRADING PERMIT FOR THIS PRo.£CT IS ISSUED WITHIN ON! (I)
YFAR AFTE:R THE CITY ENGINEER'S APPROVAL, THESE PLANS IIA Y BE REQUIRED
TO BE RESUBMITTE:D FOR PLANCHECK. PLANCHECK FEES KILL BE REQUIRED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT TITl.ED GEOTE:CHNICAL EXPLCRA 110N REPORT & GRADING Pt.AN RE'VIE'W
PREPARED BY ASSOC/A TE:D SOILS E:NGINEE'RING, INC.
DA TE:D: DECEMBER 1J, 2001, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE
RECOI.IMENDA T10NS AND SPEC/FICA T10NS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENG/NE£R OF WORK FOR THIS PRo.£CT, THAT I
HA 1£ EXERCISED RESPONSIBLE CHARGE 01£R THE DESIGN OF THE PRO.£CT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFE:SSIONS CODE, AND THAT THE DESIGN IS
CONSISTE:NT ltlTH CURRENT STANDARDS.
I UNDE:RSTAND THAT THE CHECK OF l'Ro.£CT DRAIMNGS ANO SPEC/FICA TIONS BY THE
CITY OF CARLSBAD DOES NOT REL/£',£ ME, AS ENGINEER OF WORK, OF IIY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: SHA, INC.
ADDRESS: 5115 AW/DA ENCINAS. SUITE: L
CITY. STA le: CARLSBAD CA
TE:LEPHONE: (760) 931-8700
BY: 1<-lU~ RONAWLHOWAY
R.C.E. N0.:~29=2~7~1 ________ _
J REG/STRA T10N EXPIRA T/ON DA TE:: MARCH JI, 200
SOILS ENGINEER'S CERTIFICATE
I, DE:NNIS MIDDLETON
• s.
• A RE'G/STE:RED
PRING/PALLY DOING BUSINESS
HERE'BY CE'RTIFY THAT A
DIT/ONS PREVALENT WITHIN THIS
GEOLOGIST OF THE STATE: OF CALIFORNIA
IN THE' FIE'I.D OF APPLIED SOILS MECHANIC
SAMPLING AND STUDY OF THE SOIL CON
SIT£ WAS MADE BY ME OR UNDER MY DIREC
REPORT COMPILED FROM THIS STUDY, W,
BEEN SUBMITTE:D TO THE OFFICE OF TH
T/ON. TWO COPIES OF THE S0/1.S
TH MY RECOMMENDA 710NS, HAS
E CITY ENGINEER.
:<,f;l',ED Gi;0 SIGNED: ' A. ~ £, ~~ I<,(§ ,£> t.1100( ~ ~~+ ~.,>.~
C.E.G. NO.: '8.Q
a1 DATE:: 11-,t-
LICENSE EXP/RA Tl ON DATe:: 1-.JJ-DS
i!I ceo 1180 ~ * CEP!TIFIEO * ENGINEEAINO
<'). ~
"1;,,,& fr~
O~CA\..\fO
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATrn BY
LAND SURVEYING CONSULTANTS, INC.
PROJECT LOCATION
THIS PROJECT IS LOCATEO VlfTHIN ASSESSORS PARCE:L NUMBER(S)
156-090-40
TH£ CALIFORNIA COORD/NA Te: INDEX OF THIS PROJECT IS:
(CCS 83} 366-1665
BENCHMARK
CITY OF CARLSBAO SURVEY CONTROL NETWORK
POINT NUMBER: 122 STATION NAME CLSB-122
0£SCRIPTION: 2.5" 0/SC IN NORTH CURB OF CARLSBAO VILLAG! DR/I£
0. 1 Ml. 11£ST OF HIGHLAND DRIVE OPPOSITE PALM TREE IN CITY LIBARY
PARKING LOT. NGVD29 El.EVA TION: 12Z 19
LEGAL DISCRIPTION
POR710N OF LOT 61 ACCORDING TO MAP NO. 7682, FILED IN TH!
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUN£ 29,
1973.
EARIHWORK QUANTITIES
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:
NOTE:
!!SO CY
JfiiO CY
.110 CY
0 CY
610 CY
BENCH MARK AND BASIS OF BEARINGS PROVIDED BY LAND
SURVEYING CONSULTANTS, INC.
IJJBREVIATIONS:
AB -AGGREGA 1F CONCR£Te: SAS£
AC -ASPHALT CONCRETE
SC -BEGIN CURVE
B\lt' -BEGIN \/£R71CAL CUR1'f'
BW -BACK OF WALK
CM -CURB AND GUTTER
CDS -CUL-DE-SAC
CL -CE:NTE:RUNE co -CLEANOUT
DC -DEPRESSED CURB
£ -ELECTRIC
EB -EASTBOUND
EC -END CURI/£
ECR -END CURVE RETURN
EP -EDGE OF PAVEMENT
Evt:: -END VER71CAL CURVE
FC -FACE OF CURB
FL -Fl.OWL/NE
FS -FINISHED SURFACE
G -GAS
GB -GRADE BR!AK
HOPE -HIGH DENSITY POL Y£1HYLENE
HP -HIGH POINT
1£ -INVERT El.EVA 710N
!OD -IRREVOCABLE OFFER OF OED/CA 710N
CITY OF OCEANSIDE
HIGIIWA -'lr
LT -
MH -MIit' -NTS -p -PCC -PL -
PRC -P\lt' -RCP -
RT -RW -s -SD -
SDR 35 -
SDRSD -
SW
T
TB
TC
TF
TG rw w
--------
NOr n,
SCALE
CITY OF VISTA
~~
LEFT
MANHOI..£
MIDDLE 1'f'R71CAL CUR1'f'
NOT TO SCALE
PAVEMENT
POINT OF COMPOUND CUR1'f'
PROPERTY LIN£
POINT OF R£1'f'RS£ CUR1'f'
POLY VINYL CHLORIDE
REINFORCE:O CONCRETE: PIPE
RIGHT
RIGHT-OF-WAY
S£KE);'
STORM DRAIN
STANDARD DIAME7FR RA 110 J5
SAN 01£GO AREA REGIONAL
STANDARD ORAWING
SIDEWALK
Te:LEPHONE
TOP OF BERM/DIK!
TOP OF CURB
TOP OF FOOTING
TOP OF GRATE
TOP OF WALL
WATER
CITY OF
ID,-'l,4 SAN MARCOS
' ..,, -~,~ /'6 OCEAN Ill SHEET DESCRIPTION
-~ 1 717tE SHE!T / GRAOING NOTe:S ~ 2 GRADING PLAN CITY OF ENCINITAS ~-
PACIFIC SHEET INDEX
3 EROSION CONTROL PLAN
VICINITY MAP
NTS
bJ.iA,lnc. ,-,-~ ..
land planning, cMI engineering, surveyhg
NO. IOll'll
5115 A VEN I DA ENCINAS
SUITE "L"
~-~ ~· a-31-07
CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CA. 92008-4387 ~<TV~
(760) 931-8700 :--; ""
'" DATE INITIAL 1,.. ~ 29271 EXP. J/..J1c.07 '3-2:z.-c,S ROBERT J. WOJCIK DATE
DEPUTY CITY ENGINEER R.C.E. 336913 EXP. 13-30 06 ENGINEERO~ R.C.E:. UC. EXP. DATE DATE ENGINEER Of' WORK REVISION DESCRIPTION
I'
I
II'
I I
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT10N OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FAC/LIT1ES, EROSION CONTROL FACIUnEs. AND
PLANnNG OF PERMANENT LANDSCAPING AND PREPARAnON OF AS-BUILT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPE'C/FICAnONS, REQUIREMENTS, RESOLUnONs
AND ORDINANCES C/TE:D ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE II/ITH THE' FOLLOIMNG
DOCUMENTS, CURRENT AT THE nME OF CONSTRUCTION, AS DIRECTE:D BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO.__.Nc.,,/.ccA,__ __ _ DA TFD .:.,N<..,IA;:__ __ _
5. THE STANDARD SPEC/FICA nONS FOR PUBLIC lroRKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMIIENDA T10NS BY Wt,/E: Ir MfQD/.!TON. INC .. ____ DA TE:D NOV(MBER 28, 200J
7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. ~~L{fg™t;fOASTAL COl./l,//SS/ON DE\£LOPMENT PERMIT CONDIT10NS
LEGEND
DESCRIPTION DWG.NO. SYMBOL
•
!XIS71NG STORM CRAIN ----------------
EXISnNG EASEMENT
EXIS71NG CONTOUR ··---------~-·"'"' --,:;
PROPOS!D CONTOUR 370
DA YI.IT£ LIN! _ij,, __ .._
LOT NUMBER 32
SUBDIVISION 80/JNOARY ---FILL • ..
PROPOSED EASEMENT ----
PROPOS!D DIRECTION OF FLOW - -
STORM DRAIN PIPE (18" RCP)
CI.EANOUT (TYPE A4) D-9 (SDRSD) □
U TYPE H!ADWALL Pffi D-34 ~ RIP RAP ENE'RGY DISS/PA TOR D-64 (SDRSO)
OWNER'S CERTIFICATE
I ( 11£ ) HE'RE:BY CE'RT1FY Tl-IA T A REG/STE:RED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR W,LL BE RETAINE'D TO SUPERVISE OvF:R-ALL
GRADING ACTIVITY AND ADWSE ON THE COMPACTION AND STABILITY OF
THIS S/Te:.
BUENA S II
T/JlE: PRE'SIDEN
P~INg~ARTMENT APPROVAL "AS BUILT"
k u.,., r 'A.I DATEIZ./Z k (siiio
Jll"ltn'tATr, l'LANNINB D11t~ ' ' RC£ :7, ,2.11 EXP. 3 -1 I • D 1 d«/41:lf:-~ DATE:/~/ 'l/~5"
QUANTITY
!59 LF
1 !A
1 !A
1 !A
'3-11-OD
DATE
I f'v D 8~
[: Ll'l. I~ !f ,9 Lti! O'f¼,fAI 'I. 'AA ...•. I 1/z1:lo L RECOMIIENDED BY: .
PRINT NAME) II/SPECTOR DATE
LI] CITY OF CARLSBAD w ENG/NE'ER/NG OEPARTMENT 1
GRADING AND EROSION CONTROL PLANS FOR:
BUENA WOODS II
STORMDRAIN
APPROVED ~VIH & /_ -w -.,, ,-/,-1 .. ,
CITY ENGINrr.r< PE &IZ.-;;, EXPIRES~ IYATE
ID~BY· !:I DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO.
CHKO BY: PD04-11 421-JA OTHER APPROVAL CTY APPROVAL R !JYj
K: \Land Projects 3\690-0933-600\dwg\GP\690-0933-GP01.dwg 10/21/2004 10:24:56 AM PDT
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/ 't\~\'.b:,,, EXIST 12' S£W£R ESMT. PER MAP NO. 7682
/ / /
/ / / CONmACTOR ro TAKE PRECAUTIONARY l,l[ASURES DURING
/ / / CONSTRUC110N 10 PR01fCT EX1S11NG DECK AHO F0011HGS-~
1// // / EXIST 18" EUCALYPTUS
TR££ TO REMAIN ,Nh-,, __
EXIST 8" VCP SEWER--......_,,/ / 18" RCP(/350-D, WALL O}
.,,.......__ / / CONCRE ANCHOR
1/ PER S-9
/ / / MOOIF7ED U TYPE HEADWALL PER 0-34 155.50FL 18" RCP
W=2.5' TOP HDWL=158.00 TOP WING=157.60
/ / / WITH 10' X 15' TYPE 1 ENERGY DISS/PA TOR PER 0-40 ,k .
EXIST SEWER MH~ / T=2.0 US£ GROUTED LIGHT RIP RAP ON ONE LAYER ·· .... ~ .. ~. ·.•~. ·. ~.-. L EXIST. 3' WIDE SIDEWALK OF MIRAFI 700X EROSION CONTROL FABRIC .· \'\ "-.
------/ OR EQUAL EXIST 12 .. ~j .... ~:(Ji··. Ti;. ... · .. • .·.·.· -:---~~
---------.--_ / . TREE TO 2' .. _0 ·-;__ ... · --------,,, ---------~----------~ ---.-__..-·.? _______ 1m1-
-~20~ ------. . ..... ---. ih,.1-1,,W+,-H
---N11 3-• ---,'; EXIST EARTHEN SWALE___...-0 ---..,:;---118.oo_ ---...-: .
153.2 FJ -------.-----EXIST EARTHEN SWALE _c::,. :; -----------~~ ---~
CONNECT OUTLET OF BACJ<-_=.:::;'::::::::::=:;:'.__.:.,,.:;.:;..;._:+,......J
DRAIN TO HEADWALL
------~ --_,______------------
-----------.--------EXIST 18" RCP ----------
p A.R}<JJ\JG Lo-r
~EXIST 20" WIDE CONC. SWALE
REVEGETA TE REPAIRED SLOPE
TO THE SATISFACTION OF THE
PLANNING DIRECTOR.
BACK DRAIN PER
PRELIMINARY GE:OTECHN/CAL
INVEST/GA TION
33
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7682
29
EXIST 12• EUCALYPTUS
TREE TO BE REMOVE:D
II
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2B
EXIST 18" RCP
27
26
---------------------.-210
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NO CONSTRUCTION OR EQUIPMENT ENTRY IS ALLOWED IN
EXISTING EARTHEN SWALE BELOW TH£ RIP RAP ENERGY
DISS/PA TOR UNDER THIS PERMIT EXCEPT OVER THE CUL VERT
CROSSING AS NOTED ON THIS PLAN. CONTRACTOR TO TAK£
PRECAUTIONARY MEASURES DURING THE GRADING OPERATION
TO PROTECT EXISTING SENSITIVE HABITA T.5 IN THE VICINITY.
ALL SLOPES SHALL BE ROUNDED INTO £XISnNG TERRAIN
TO PRODUCE A CONTOURED TRANSITION FROM CUT OR
FILL FACES TO NATURAL GROUND AND ABUTTING CUT OR
FILL SURFACES.
11AS BUILT"
\
\
A MIGRATORY BIRO-NESTING SURVEY SHALL BE DON£ IN TH£
VICINITY 7 TO 10 DAYS PRIOR TO THE BEGINNING OF TH£
GRADING OPERATION. IF ANY MIGRATORY BIRD NEST.5 ARE
FOUND, THEN TH£ GRADING OPERATION SHALL NOT BEGIN
UNTIL THE NESTING SEASON IS FINISHED.
f,E:NCH 'MAg,K
C.11Y OF C,All:L5elAD -'Ult.Vl:'..Y CONT~OL-NEIWO~K
POIN'i NUH&e,f(; If?: §tli>.TIOl'f NAME CJ.5&·/22
Dl'!5Cll:IPTION: z.5• D15C.11\1 NOl{f 1-1 C.U"l5 OF C.,..!ti.56AD VI LL'"6-I! D"IV!l!
0.1 Ml. we5T Of Hl&HLAI-IP DR IV!' Ol"PO!>f'fl: PALM TRE'E IN CIT'(
Lll&IO:A~ F'AJel<.IN<lr Lbf. N&VD2'1 !'LE:.VATION; I1.J.1'1
bltA,lnc.
bnd planning, cMI engineering, surveying sor1flrlr
NO. BOa'11
.DP. 3-31-0'1 5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
brR~
CJVII,
29271 EXP. J/31/07 3.zz.e,S'
R.C.E. UC. £XP. DATE DATE
PROFILE: STORM DRAIN
SCALE: HORIZ. 1 • "' 20'
VERT. 1" • 10'
1--l.ut,...,.,.-: 1-11-0'-
RcF '2-'Z.'7f EXP. ,-'Jf· O"I OAT£
REVIEWED BY:
+/1."t:/2l.
OAT£
~-t---+-----------+---+--+------11----11 SH2EET .I CITY OF CARLSBAD ~3
~=~==:E,:N:Gl:'N:FE,:'Rl:'N::G;:D:f:P::::A:R:T'l.l:tN:::T:::::=:=!:l__LJ===:
1---+--+---------------1---+-~l---+--1 GRADING PLAN FOR:
DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
BUENA WOODS II
STORM DRAIN
APPROVED G,1.£.NH -rHOl'WI ~UtM ar . '
ITY ENGINEE
lbWN s[· ...,_0A_1E __ ._1_N1_TIA_L...,._DA_1E __ ._I_NITI_A_L... CHKD ~Y, ruy
OTHER APPROVAL CITY APPROVAL • RVWD _ Y; _ ~
PROJECT NO.
PD04-11
DRAWING NO.
421-JA
K: Land Projects 3 690-0933-600 dwg GP 690-0933-GP02.dwg 3 22 2005 9:00:58 AM PST
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EROSION CONTROL NOTES
1. IN CASE OfE'JtGE1,ICY ll!)Rf(" IS RfQIJll!ED, CONTACT DAVID PAUL JOHNSON AT (780) 730-01354200
2. EQU/PIIENT AND WORKE:RS FOR E:IIE:RGE:WCY WORK SHAil BE: MADE: A VAILA8U AT All
MS DURING THE: RAINY SE:ASON. ALL NECESSARY MATERIALS SHALL 8£
STOCKPILED ON SITE AT CONVENIENT LOCA RONS TO FACIUTA TE RAPID
CONSTRUCT/OH OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. DE:VICES SHO'IIH ON PLANS SI/All NOT 8E 1,1()\IED OR l,/00/F/fl) IIIIHOUT 1HE APPROVAL
OF THE ENGINEERING 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 SHAil INSTAil ADDITIONAL EROS/OH CONTROL /tlEASURES AS MAY SE
REQUIRED 8Y THE CITY ENGINEER DUE TO UNCO/IPt.ETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE:.
6. THE CONTRACTOR SHAil 8E RESPONSIBLE AND SHAil TAKE NECESSARY l'RfCAURONS TO
PREVENT PUBLIC TRESPASS ONTO AR£AS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONillTION.
7. ALL EROSION CONTROL /t/EASURES PROVIDED PfR 1HE APfflOVED GRADING PLAN SHAil
8E INCORPORATED HEREON.
11 GRADED ARfAS AROUND THE PROJECT Pm/MEml MUST DRAIN AWAY FRO/,/ THE: FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVA8l.E PROTEC1'VE InfCES SHOWN SHAil 8E IN Pl.ACE AT 111E END OF EACH
WORKING DAY WHEN THE AVE (5) DAY RAIN PR08A8/LITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHAil 8E REMOVED AFTER EACH RAINFALL
10. ALL Q\'A lfl BAGS SHALL Bf f!IURLAP nPE 111111 J/4 INCH MM/UM AGGREGRA TE.
11. SHOULD G!RMINATIOH OF H'IOROSEEDED Sl.OPE:S FAIL TO PROVIDE Em:C1'\IE COlfl!AGf
8.
OF GRADED SLOPES (90/f COVE:RAGE) PRIOR TO NOVEMBER 15, THE SLOPES SI/All 8E
STA81UZfD BY PUNCH STRAW INSTAllED IN ACCORDANCE 111TH SECTION J5.02J OF
111E EROSION AND SED/MfNT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSfRVA TION,
STA TE OF CAUFORIIIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AH() TEMPORARY EROSION CONTROL PLANTING AND /Rff/GA 1'0N SI/All 8E
INSTALLED AND MAINTAINED AS REQUIRED IN SECT/OH 212 OF THE STANDARD
SPECJACA 1'0NS AND THE FOLLOWING:
A. H'IDROSEED/NG SHALL Bf APPLIED TO:
1. All SLOPES THAT ARE GRAOCD 6: 1 (HORIZONTAL TO VER1'CAL) OR STW'EFI
WHEN THEY ARE:
a. THREE FEET OR I.IORf IN Ht/GHT AND ADJACENT TO A PUBLIC WALL OR
STRfET.
b. All SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED A.A TTER 111AN 6: 1 WHEN ANY OF THE m:.LOVIIHG COND/TIOHS
!XIST:
o. NOT SCHEDULED FOR IMPROVCMENTS(CONS7'WC1'0N OR GENERAL
LANDSCAPING) IIITHIN 80 DAYS OF ROUGH GRAmNG.
b. IDENTIAED BY 111E PARKS AND RECREATION DIRECTOR AS HIGH/.. Y
VIS/8LE TO THE: PUBUC.
c. HA VE: ANY SP!CIAL CONillTION IDF:NT/f/ED BY THE CITY ENGINEER
THAT WARRANTS /1,/l,lfD/A TE TREA T/,IENT.
HYDROSEEDED AREAS SHAil Bf /RR/GA TED IN ACCORDANCE WITH 11/E: FOLLOWING
CRtTER/A:
1. All SI.OPES 11fAT ARf GRADED 6:1 OR STE:EPER AND 11fAT ARf:
a. THREE TO EIGHT FEET IN HEIGHT SHAU BE /RR/GA TED BY HAND
WA 1£11/NG FRO/,/ QUICK COUPLERS/HOSE BIBS OR A CONVEN1'0NAL SYSIDt
OF LOW PREC/P/TA 1'0N SPR/NKl£R HEADS PROVIDING 100/f COVERAGE.
b. GR!A 1fR 111AN 8 FffT IN HEIGHT SHALL Bf WA 1ERED BY A COHVENRON-t~~: OF LOW PRECJPITA TION SPRINKLER HEADS PROVIDING 100/f _,/
2. ARfAS SI.OPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE~
ENGINEER. PRIOR TO HYDROSEEDING. THE DEVfLOPER SI/All SUBMIT A ~
PROPOSED SCHEME: TO PROVIDE /RR/GA RON TO THE CITY ENGINEER. 71-1£
PROPOSAL SHAil BE SPEC/AC REGARillNG THE NUMOCRS, TYPES AND COS!S OF
111E ELEMENTS OF THE PROPOSE:D SYSTEM.
' IN
PROFILE
PUBLIC RIGHT-
OF-WAY
FILTER FABRIC
EXISTING GROUND PUBLIC RIGHT-OF-WAY
\
_j_
14'MIN.
T
CORRUGATED
STEfL PANfLS PROVIDE: APPROPRIATE TRANStTION
8ETWE£N STABILJZED CONSTRUCT/ON
£NTRANC£ AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
20 10 0 20 40 60 -------SCALE: 1" = 20'
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I POOL t\REA
J. /RR/GA RON SHAil MAINTAIN THE MOISTURE LEVEL OF 1HE SOfL AT 11fE
OPTIMUM LEVEL FOR TH£ GROWTH OF THE HYDROSffi/ED GROWTH. Z~
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D.
f.
HYDROSEfDING MIX SHAil CONSIST OF ALL OF THE FOLLOIIING:
1. SEED MIX SHAil CONSIST OF NO LESS 11fAN:
2.
a. 20 lbs. PER ACRE OF ROSE CLO\.fll
b. 20 lbs. PER ACRE OF ZORRO FfSCUE
c. J lbs. PER ACRE: OF £ SCHOO.. CIA CAJ.lfORNICA
d. 4 lbs. PER ACRE OF ACHILL!A MILLEFOUA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF tJiMORPHOLECA ·· ' '•
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON
LOCA 1'0NS WHERE THE: AREA 8EING HYDROSEEDED IS NOT V/S/81.E FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED 111111 A NITROGEN
AXING BACTERIA AND APPLIED DRY EITHER BY DR/ll/NG OR
BROADCASTING BEFORE: HYDROSEEillNG.
i. ALL SEED MATERIALS SHAil BE TRANSPORTED 1D THE .KJBS/TE IN
UNOPENfD CONTAINERS WITH THE CAJ.JFORNIA DEPARTl.lfNT OF FOOD
AND AGRICULTURE CERTIACA1'0N TAG ATTACH!D 70, OR PRINTED ON
SAID CONTAINERS. J NON-PHYTO-TOXIC WET11NG AGENTS MAY 8E ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE: 1 MULCH APPi.JED AT THE RA TE OF NO LE:SS THAN 2000 lbs PER ACRE.
TYPE: 6 MULCH (STRAW) MAY Br SUBSTITUTED, ALL OR PART, FOR
HYDRAULICAll Y APPUfD ABER MATERIAL WHEN S11?AW IS USED IT MUST BE
ANCHORED TO 1HE SLOPE BY MECHANICAJ.L Y PUNCHING NO LESS 111AN 50% OF
THE STRAW IN1D THE SOIi..
J. FER1'LIZER CONSISTING OF MNON1IJM PHOSPHATE SULFATE, 16-20-0, 111TH
15/f SULPHUR APPU!D AT THE RA TE OF 500 lbs. PER ACRE.
AREAS 1D 8E HYDROSEEDED SHAil 8E PR!PARED PRIOR TO HYDROSEED/NG BY:
1. ROUGHENING TH£ SURFACE TO 8£ PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER 111AN 6: 1
b. HARROr.lNG AREAS 6: 1 OR FLATTER THAT ARE SUFFIC/ENn. Y ffi/A8U.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING /IDIS a OR b ABOW:.
2. CONDl1'0NING TH£ SOILS SO THAT IT IS SUITABLE FOR PLAN1'NG BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAl,/P BUT NOT
SA 11JRA TED SEED BfD.
b. THE ADDl1'0N OF SOIi. AMENDMENTS, PH AD.RJST/,IENT, LEACHING OR
COVERING SAUNf SOILS TO PROVIDED VIABLE CONillTIONS FOR GROWTH.
HWROSEIDEO AREAS SHALL 8E MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
111E PROJECT IS PERMANENn. Y LANDSCAP£D OR, FOR AREAS ltl!ERE: HYDROSEEDING IS
TH£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPL!TED AND ALL BONDS
RELEASED.
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2 BAGS HIGH
(TYP)
PROPOSED PAD
GRAVEL BAG
NTS
\ \
\
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TR!NCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-----
J. ATTACH THE FILTER FABRIC TO
THE MR£ FENCE: AND !XTEND IT
INTO TH£ TR!NCH.
2. STAPLE MR£ FfNC/NG TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
NTS
1.!5' ABO\,f" ._/,_
TOE OF SLOP5-
\
i
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GRADING CONFORM OR
TOP OF SLOPE-~
/
/
~VARIES
1
SLOPE INCL/NA TTON
/._,,,___ FIBER ROLL
.._,,:...__ EXCA VA 7TIJ
MATERIAL
STAKE
FIBER ROLL
EXCAVATED MATERIAL
FROM FURROW
~-GRADING CONFORM OR
TOE OF SLOPE SLOPE
PERSPECTIVE
TEMPORARY FIBER ROLL (TYPE 1)
NOTE
3[
1. TEMPOfURY FIBER ROLL SPACING
VARl!S DEPENDING UPON SLOPE
INCL/NATION.
2. INSTALLA TTONS SHOWN IN THE
PERSPECTT\,f"S ARE FOR SLOPE
INCL/NA TTON OF 1: 1 D AND STEEPER.
DESCRIPTION
SECTION
TEMPORARY FIBER ROLL
(TYPEJ)
LEGEND
QUANTITY SYMBOL
STABILIZED CONSTRUCTION F:NTfliANCE 1 EA
SILT FENCE
Gli'A I-fl. BAGS =:x::x:x:x::x::
smAw MAT PLACED O\IE'i' HYDli'OSF:F:D
2t..
300 LF
100 £A
4800 SF
NO.
ITEMS OF WORK
DESCRIPTION
Gli'A I-fl. BAGS
Sl:DIMENTA TTON F'ENCE
STABILIZED CONSTRUCTION ENmANCE
STRAW MAT PLACED O'vf:R HYDROSEED
CONSmUCTION MATERIALS EQUIPMENT
STORAGE AND WASTE AREA
@ ABER ROLL
·-:'1----AN/SH SLOP£ TO HA VE smA w MAT
PLACED OVER HYDROS££D.
"AS BUILT"
1.-,... IJ.&..,y:: ,_,,_,,,.
RCE 'L!t.-, I EXP. 1•11-o7 DAT£
RfVIEWfO 8 Y:
-1:(t...f-/~
DAT£
bl-IA.Inc.
i---i----+-------------11------t--+--+---1I SHJEET I CITY OF CARLSBAD ~3
~======G/N:c.:E.:R':NG::::D:£P::::4:R:TM.:£N:T==::::!..!l2._J:::==:
l----f--+------------------11--➔--+---t---l EROSION CONTROL PLAN FOR:
I
land plannlng, cMI engineering, suveylng
~~
~Af~
NO. nB71
BP. 8-31-0"/ 5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
29271
R.C.E.
I I
I
<ll'!I,
EXP. 3/31/07 3-22.-0$'
UC. EXP. DATE DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
APPROVED
BUENA WOODS II
STORM DRAIN
K: Land Projects 3 690-0933-600 dwg GP 690-0933-£C03.dwg 3 '22 '2005 9:01:53 AM PST
.
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