HomeMy WebLinkAboutDWG 438-9A; PIP 05-13; VIASAT LOT 4; 01-05r '., ,
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GRADING NOTES
(IN A00/110N TO THF: REQU/REMEN TS OF CHAP 1ER 15. 18 OF TH£
CARLSBAD MUNICIPAL COD£.)
I. THIS Pl.AN 5UP£RSEDES AU OTHER PLANS PR£"70USI.Y APPROVf(} BY TH£ CITY
Of CARLSBAD RfGARDING GRADING SHOM/ ON THIS SCT Of PLANS.
2. APPROVAL Of THIS PLAN DOES NOT LESSCN OR WAI\£ ANY PORllON OF 1H£
CARLSBAD MUNICIPAL CODE', RESOI..UllON OF' COND/llONA/. APPROVAL, CITY
STANDARDS OR 0111ER ADD/llONAL DOCUMENTS LJSTED HER£0N AS TH£Y MAY
PERTAIN TO THIS PRO.CCr. 1H£ ENG/NE£R IN RESPONSIB/.F: CHARG£ SHAU
REVISE THESE Pl.ANS MIEN NON-CONFORMANG! IS DISCOl£!?EO.
J. CITY APPROVAL Of P!.ANS DOES NOT RWE\£ 71/E: DHflOPER OR ENGINE£R-IT-
I\ORK FR0!,1 RESPONSIBILITY FOR 71/E: CORRECTION Of ERRl)RS ANO OMISSIONS
DISCO';!J?EO DURING CONSTRUCllON. AU PLAN RE"7SIONS SHAU 8£ PROI.IPU.Y
SUBMITTED TO 111£ CITY ENGIN£ER FOR APPROVAL.
4. A RIGHT-OF'-WAf PfRMIT FROM TH£ CITY ENGINE£R l+IU 8£ RfQU/RfD FOR ANY
MORK IN THF: PUBUC RIGHT Of WAY. PRIOR TO PERMIT ISSUANCE. A
CERT/FICA 1£ Of' /NSURANC£ MUST 8£ F1I.UJ NAMING THE Cl TY Of CARf.SBAD AS
AN ADDITIONAL JNSUREO ON TH£ PERMITTII'S POLICY IN TH£ MINIMU!,I AMOUNT
Of $1,000,000.00 FOR EACH OCCURRENCF: Of IJABIU 1Y. 111€ II/SURA~
COI.IPANY WR/llNG THE POLICY MUST HA\£ A RAllNG Of "A" AND A S/Zf
CA lfGORY Of CLASS VAS ESTABUSHEO BY "BESTS" KEY RA UNG GUIDE.
5. UNLESS £X£MPTED BY S£CllON JOl.(b)5 Of !HE UNIFORM BUILDING CODE:,
RETAINING WALLS OUTSIDE OF PUliJc RIGHT Of WAY REQUIRE SfPARA TF:
PERMITS FRO/rl THE BUILDING DEPARTMENT.
6. NO WORK SHAU BE COMM/J/CED UNTIL AU PERMITS HA VE BEEN OBTAINEO FROM
111£ CITY ANO OTHER APPROPRIA If: AGfNC/fS.
7. APPROVAL Of 11/fSE Pl.ANS BY TH£ CITY ENGINEER DOCS NOT AU1110RIZF: ANY
fK)RK OR GRADING TO 8£ PERFORMED UNllL TH£ PROPERTY OY,Nf/i'5 PERMISSION
HAS BE£N OBTAJNEJ) ANO A VAUD GRADING PERMIT HAS BffN /SSU[J},
11 NO R£vlSIONS l+IU BE MADE TO THESE PLANS W/1110!/T THE f\RlmN APPROVAL
CF 111£ CITY ENG/1/ffR, NOTED l!ITHIN TH£ R£VISION BLOCK, ON TH£
APPROPRIA 7£ SHEET OF TH£ Pl.ANS ANO THE ]In£ SllffT.
9. ORIGINAL ORA 'IANGS SHAU BECOME 111£ PROPERTY OF THE Ci TY UPON BE/NrJ
SIGNED BY THE CITY £NG/NEER.
10. THE ORIGINAL DRAKINrJ SHALL Bf REVIS£D TO REFLECT A5-BUH.T CONDlllON5
BY 111£ ENG/llffR-!T-WORK PRIOR TO RNAL ACCEPTANC£ CF 1IIE WORK BY THE
CITY.
11. ACCESS FOR r1RE ANO OTHER EM£RGENCY \£Hlct.ES SHAU 8£ MAINTAINED TO
THE PRO.ECT SITF: AT AU llMES DURIN(J CONSTRUCllON.
12. ffRE TRENCHES ARF: l!IIHIN CITY F:ASEMENTS, · A SOILS RU'ORT COI.IPRIS£D
Of: (A) SUMMARY SHEET, (BJ LABORATORY l!ORK SHE£TS AND (C) COMPAC110N
CUR\.£~ SHAU B£ 5UBMIT'Tr1J BY A PROFESSIONAL ENGINEER OF iHE STAI£ CF
CAL/FORNI,\ PR/NC/PALLY 00/NG BUSINESS IN THE flfl.D OF APPLIED SOILS
MECHANICS. TH£ SOILS REPORT l!!U 8£ SUBMITTED TO THE Ci TY £NG/NEERING
INSPECTOR WITHIN TWO WORKING DA I'S OF THE COMPLfllON Of f7£I.D /f:STS.
IJ. A SOILS COMPAC110N REPORT AND CO/,,IPUANC(: \.£R/FICATION REGARDING
Al)H[RENCF: TO R£COMMENDA llON5 OUTUNEO IN THE SOILS REPORT 15 REQUIRED
PRIOR TO TH£ ISSUANCE Of A BU/WING PfRMIT. AU CONTROI..LEO GRADING
SHAU fJf DONE UNDER TH£ 0/RECllON OF A PROFESSIONAL ENGINEER CF 111£ STA/f: Of CALIFORNIA PRINC/PAUY DOING BUSINESS IN THE f7£I.D CF APPUED
SOILS MECHANICS. AU RU OR FUnJRE RU AR£A5 SHALL 8£ CONSTRUCTED IN
ACCORDANCF: 1'11111 THE CITY Of CARLSBAD STANDARD SPfC/flCA llONS AND 111E
• EARTHWORK SPf.C/f/CAllONS • ATTACHED TO THE PRELIMINARY SOILS
IN\.£SllGAllON. DA/1.Y REJ.D COMPAC110N RU'ORTS l+IU fJf SUBMITTED TO 111£:
PRO.CCT INSPECTOR.
1•. A PRfCQHSJRUCVQN /JffVNG $HAIi llf HfJ Q AT lliE siw PRIOR TQ THf
RfGINNW/1 Qf MJRK ANQ 5HAII Rf' A U[NQFQ RY All Rf PRESEN [A Ul,fS
.. .,._ RESPONSIBLE FOR CONSTRUCllON. INSPECllOH. SUPERVISION, lfSTING ANO ALL
QVffR ASl'ECIS of fHt ltQRK, 111£ CON7RACTOR SHAU REQUEST A PR£CONSTRUCllON
ME£71NG BY CAWNG THE'. INSPECllON UN£ AT (760) 4J8-J891 AT LEAST R\£ (5)
WORKING DA I'S PRIOR TO STAR11NG CONSTRUCflON. THE CONTRACTOR 1+11.L 1H£N
8£ CONTACTED BY THE PRO,ECT INSPfCTOR T~ COORDINA rt A DA If: ANO llMF:
FOlf_· ff /'RfCONSTRUCllON MECllNG. APPRO',£/J DRAWINGS .MUST B£_AVAILABL£
PRl()lf TO SCIIEDULJNG. A COPY Of 111£ GRADING PERMIT l+IU BE PROvlDED BY
THE: PRO.CCT INSl'f.CTOR AT THE ME£nNG. : .
15. All INSPfCllON RfOll£ST$ QTHE8 THAN FOR PRfCONSTRIJCTIQII Mff71NG lt7I I Rf
1./ADF BY CAIi/NG THF ENGl/'lff/1/NQ 24 HDIIR INSl'EC1/0N 1 RfQUfST /INF AT
g6°1J38-JB91. INSPfCVQII RfQIJESTS MUST B£ R£CF1\lfD PRIOR TO 2: QO P,M, II DAY BEFORE THE INSPfC1ION IS NffDED. INSPECllONS l+IU 8£ MADE
THF: NEXT WORK DAY UNLESS YOU REQUEST 0111ERf\lS£ REQUESTS MADE AFTER
2: 00 P.1,1, l!IU 8£ SCHED/JLfD FOR TWO fUU. WORK DA I'S 0 lfR.
18. THE Ol!NER ANO/OR APPLJCANT 111ROUGH THE DEvfl.OPER_ ANO/OR CONTRACTOR
SHAU DESIGN, CONSTRUCT ANO MAINTAIN ALL. SAFFTY DEvlCES. INCLUDING
SHORING, ANO SHAU fJE S0!.£1.Y RESPONSIBL£ FOR CONFORMING TO AU LOCAL.
STA 1£ AND FEDERAL SAFF:TY AND HEAl.111 STANDARDS. LAWS ANO REGULA110NS.
17. 1/f! CONTRACTOR SHAU CONFORM TO LABOR CODE SECllON 6705 BY SUBMJmNG
A DETAIL Pt.AN TO THE CITY ENG/NffR AND/OR CONCfRNED AGENCY SHOWING
THF: DESIGN Of SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MADE
OF WORKER PROlfCTION FROM TH£ HAZARD OF CAvlNG GROUND DURING 111£
EXCAVAllON OF SUCH Tl?fNCH OR Tl?fNCliE5 08 DURING 111/i: PIPE INSTALLAllON
THERf/N. THIS PLAN MUST 8£ PRU'ARED FOR AU Tl?fNCIIES RV£ m::T rs, OR
MORE IN DEP111 ANO APP/IOVfO BY 111£ CITY ENGINEER' AND/OR CONCERNEJ)
AGENCY PRIOR TO EXCAVAllON. If THE PLAN VAR/fS fflQM THE SHORING SYSlfM
STANDARDS ESTA8USHEO BY 111E CONSTRUCTION SAFfTY ORDERS. Tin£ 8
CALIFORNIA ADMIN1S111A111£ CON, mg PIAN SHAIL ag PIIEPARfQ BY A REGISIERfQ [NGINITR AT lliE CONTRACTOR$ Q(PENS'{. A COPY Of TH£ OSHA
EXCAVAllON PERMIT MUST BE SUBMIT/fO TO 111£ INSPECTOR PRIOR TO EXCAVAllON.
111 NO BLASllNG SHAU BE PERFORMED UNTIL A VAUD Bt.ASllNG PERMIT HAS BEEN
OBTAINED FROM THE CITY Of CARI.SBAD. SUBMIT APPLJCA110N FOR Bt.ASllNG
PERMIT Mill IN ADVANCE Of 111E SC/lfIJULJNG Of BI.AS11NG OPERA llONS.
19. IF ANY ARCHAEO/..OG/CAL RESOURCES AR! D/SCO\.£REO Wl111/N ANY WORK AREA
DURING CONSTRUCTION, OPERA 110NS I\IIL CEASE IM!,lfl)(i\TElY, ANO THE
PERMITTII l+IU N011FY TH€ CITY ENGINEER. OPERAllONS 11!1.L NOT RESTART
UN1H. TH£ PERM/mE HAS RECE/VfO IIR/Tlfl/ AUTHOR/1'( FROM THE CITY
ENGINEER TO DO SO.
20. AU OPERATIONS CONl>UCTED ON TH£ Sl1t OR. ADJACENT 111ERETO. /NCLUOING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERA noN Of TRUCKS.
E:AR111M0"7NG EQU/PM£NT, CONSTRUCTION EQIJ/PM€NT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL 8£ UM/TED TO THE PER/00 BETIIUN 7: 00 A.Ii. ANO
SUNS£r EACH DAY, MONDAY THROUGH FRIDAY AND NO fARTHMOvlNG OR GRADING
OPERAllOIIS SHALL BE CONDUCTED ON MIK£ND5 OR HO!.JDAYS. (A UST Of CITY
HOLIDAYS 15 AVAH.AB!E AT TH£ ENGINEERING DEPARTMENT f:OUN/fR.)
21. ALL OFF'-Sl/f: HAUi. ROUlfS SHAli BE SUB/JIT/fO BY 111£ CONIRACTOR m n-lE'
CITY ENGIN£ER FOR APPROVAL 7llO FULL WORKING DAYS PRIOR TO BEGJNN/N(J OF
!!'QBlf,_
22. IMPORT MA lERIAL SHAU 8£ OBTAJNED FROM, ANO WAST(: MA lfRIAL SHALL 8£
DEPOSl/fO AT, A SITE APPRO',£/J BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RfSPONSIB!,£ FDR ANY Q[BRIS DR DAMAGE OCCURRING ALONG THE HAUL
ROU1ES OR ADJACfNT S71?ITTS AS A RESU/..T 0C 1HE' GRADING QP£RATION,
2J. BRUSH SHAU 8£ REMOVfO ONLY WITHIN TH£ AREA TO 8£ GRADED. NO TRffS ARE
TO fJE REMOVED U/11.fSS SP£C/FICALLY N07£/J ON TH£ Pl.Al/.
24. AU AREAS SHALL B£ GRADED TO DRAIN. GRADING RESULTl/'IG IN 111£ POND/NrJ OF
WA 1fR IS NOT PfRM/TlfO. AU EARTHEN SWALES ANO DITCHES SHAU HA\£ A
MINIMUM ONE PERCENT SLOPE
25. 1llfSE PLANS ARE SUB.£CT TO A SIGNED AND APPRO'A:D SfT Of EROSION
CONTROC P!.AN5. EROSION CONTROC SHALL BE AS SHOMI ANO AS APPROVED BY
111£ CITY ENGINEER OR AS DIRECTED BY 111£ PRO.CCT INSPECTOR.
26. AU SLOPES SHAU BE TRIMMED TO A FINISH GF/ADr TO P/IODUCF: A UNIFORM
SURfACE ANO CROSS SCCDON. 111E SJJ£ SHALL BE LITT IN A N£AT ANO
ORDERLY CONO/TION. ALL STONES. ROOTS OR OTHER DEBRIS SHAU 8£ REMO',£/J
AND DISPOSEO Of AT A S/lf APPROVfO Of BY THE CITY /JIG/NEER.
27. AU SLOPES SHAU 8£ /RR/GA TED, STABIUZED, PLANTED AND/OR HYDROSfEDEO
l+ITHIN 1fN (10) DA )'5 Of TH£ llMF: 'MiEN EAC!J SLOPE IS {If/OUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING P!.ANS.
28. !.ANDSCAPING $HAU BE ACCOMPLJSHEO ON AU SLOPES AND PADS AS REQUIRED
BY TH£ CITY Of CARLSBAD LANDSCAPE MANUAi. THE LANDSCAPING PLANS FOR
THIS PRO.CCT, DRAWING N(I fJR 9A AND/OR AS DIREC7£/J BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHAU INSUR€ THAT AU CONTRACTORS SHALL COORDINATE
THE WORK Of THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAP€
ANO /RR/GA noN P!.ANS AND THE IMPROVEMENT.PLANS AS REQUIRfD FOR TH/5
WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL llMF: .REQUIREMENTS.
30. STORM DRAIN PIP£ SHAU 8£ REINFORCED CONCRE/£ PIP£ 111TH A M/N/1./U!,I
D-LOAD Of 1,350 FOR PRIVA/f: STORM DRAJH PIPES, UP TO 15• PVC MAY BE
UTILIZED. PROvlDED DEPTH 15 LESS 111AN 75 FEET ANO BACKFIL1£D WITH J/4"
ROCK PfR SDRSO S-4 TYPE ·c• ANO Pff MEETS AS7M STANDARD 30J• FOR
SOR 35 SO!.JD WAU PIPE.
JI. l+liERE AN EXISllNG PIPE UNF: IS TO 8£ ABANDONED AS A RESUL r Of 111£
GRADING OPERATION, IT SHAU B£ REMO',£/J IIITHIN mDITY FITT CF BIJILJ)/NG
OR STRECT AR£.4S ANO REPLACED 111111 PROPERLY COMPACTED S0/15. IN 0111ER
AREAS THE PIPE IIIU 8£ PLUGGED Wl111 CONCREIE OR REMOW AS APPROW BY
THE CITY ENG/NfER. .
32. THE CONTRACTOR SHAU ';fR/fY TH£ LOCAllON OF ALL EXISJING FACH.JTIES
(ABOVE GROUND ANO UNDER GROUND) l!ITHIN THE PRO.£CT S1/f: SUFF/C1ENTLY
AHEAD Of GRADING TO PERMIT 111£ R£vlSION CF 111£ GRADING PLANS IF IT IS
FOUND 111AT THE ACnJAL LOCA llONS AR£ IN COi/fl/CT 111111 111£ PROPOSED
WORK,
JJ. TH£ CONTRACTOR SHAU N011FY AfITCTED unuTY COMPANIES (Sf£ BEJ.OW) Ar
LEAST 2 f/JU WORKING DA 'r'S PRIOR TO STARTING GRADING NCAR 111E/R
FACIUTIES ANO SHAU COORDINA/£ THE WORK 111TH A CO/JPANY REPR£S£NTATIV£.
UNDERGROUND S£RvlCE ALERT 1-B00-422-4133
SDG&£ 1-800-660-73,f.J
COX COMMUN/CA llONS PACIFIC BELL 1-800-892-0123
ADflPHIA ~76!438-7741 CITY W CARI.SBAD(S1REETS ,t STORM DRAJN) 760 434-2980
• CITY OF CARLSBAD {S£HER, WA 1fR .t RECLA/MEO WA lfR) 760 438-2722
• SAN D/EGUITO WA 1ER DISTRICT 760 6JJ-26SO
• f£l/CAD/,I CO/JNTY WA 1fR DISTRICT (760~75.J-0155 • VALLECIT05 WATER DISTRICT (760 744-0460
• O!.J\,£NHAIN WA/fR DISTRICT (760 753-6466
• BUENA SAN/TAHON DISTRICT (760)726-1340
• AS APPROPR/A n:
J4. PERMIT COMPLJANCF: REQUIREMENTS/
.4. FOR CONIROCIED GRADING-TH£ APPIJCANT HIRES A Civil ENGINEER,
SOILS ENGINfER, ANO/OR GfOLOGIST TO GI\£ TECHNICAL ADvlCE.
OBSER\IE AND CONTROC. 111£ IIORK IN PROGRESS /15.16.120.8}
CARLSBAD MUNICIPAL CODE. ·
8, PRIOR TO FINAL APPRQVAI, IE A GRADING PERMIT-71/E: FOLLOWING
REPORTS MUSr BE SUBM/TlfD TO THE CITY ENGINE£R "7A TH€
PRO.ECT INSPECTOR /15.16.120.11/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERWSING GRADING ENGINE£R STA 11NG AU
GRADING 15 COMPLETE:. ALL EROSION CON7R0t. SLOP£ PLANllNG
ANO /RR/GA 110N AR( INSTAU£D IN CONFORMANCE 1111H CITY
CODE AND TH£ APPROW PLANS (OBTAIN SAMPLE CX' COMPUANC£
LEmR FR0!,1 CITY ENGINEERING DU'ARTMEN1).
(2) A5-8Utt.T GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, Ml/CH INCLUDES
RECOMMENDED SOIL BfARING CAPAClllES. A STA lfMfNT AS TO
THE EXPANSI\£ QUALITY CF lf/£ ~ ANO SUMMARIES IT
f7£I.D AND LABORATORY lfS7S. 111£ REPORT SHALL ALSO
INCLUl)f: A STA lfAIENT BY 111£ SOILS ENGl/lfER 111AT TH€
GRADIN(J WAS DON€ IN ACCORDANCE Wl111 111(: REQUIREMENTS ANO
RECOMMENDA 1/0NS OUTUNED IN THE PRWMINARY SOILS Rcl'ORT
ANO ANY SUPPl£MENTS 1HER£TO.
( 4) REPORT 1111H AS-BUILT GEOLOGIC P!.AN, IF REQUIRED BY THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PRO.CCT IS ISSUED WITHIN ON£ (1) l£AR
AflfR TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO 8£
RESUBMJ TTED FOR PLANCHECI(. PLANCHECK FITS l!IU 8£ R£QU/RfD FOR ANY
SUCH RECHECK,
J6. 111£ SOILS REPORT n7L£D UPDA If: OF REPORT Of GfOTECHN/CAL /N\,£STIGA noN,
LJNCOLN NORTl!POIN/f: DEvfl.OPMENT. LOT ,i. El. CAMINO R€AI. CARLSBAD, CA
PREPARED 8'1! CHRIS11AN ltHffi£R ENGINEERING , DA TEO
SfPlfMBER 9, 2005 , SHAU 8£ COl'/SIDEREO AS A PART OF THIS
GRADING Pl.AN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMME:NOA llONS ANO SP£C/f/CA llONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE•
I HEREBY DECI.ARE THAT I A!,I THE ENGINEER OF MORK FOR THIS PRO.ECT, THAT I
HA VE EX£RCIS£D RESPONSIBL£ CHARGE Ol-£R 111£ OCSIGN Of TH£ PRO.CCT AS DERNED
IN SEC110N 670J OF THE BUSINESS ANO PROFESSIONS co~ ANO THAT THF: DESIGN IS
CONS/SlfNT 1!1711 CURR£NT STANDARDS.
I UNDERSTAND 111AT THE: CHECK Of PRO.£CT DRAWING$ ANO SPfCIFICA llON5 BY 1/IF:
CITY Of CARLSBAD IS CONRNED TO A REWEW ONLY AND Dl£S NOT RELJE\£ ME. AS
ENGINEER OF WORK, Of MY RESPONSIBILJllES FOR PRru::cr DESIGN.
K .t S ENGINE£RING
CITY, STA/f::
TH£PHONE:
B'I! ~~~k{!_.,~~-___.i~~
DATE:
P.E. NO.: 48592
EXPIRAllON DA J£: ,,_6-...,J"'0-...,0"'6 ________ _
SOILS ENGINEER'S CERTIFICATE
I, CR(I& lit 1./. (",i,._,la•<' , A REGISTERED CIVIL
ENGINEER OF 1H! STA 7! OF CALIFORNIA, PR/NC/PALLY DO/NG BUSINESS
IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAI.IPLJNG AND $1UOY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE: WAS MAD! BY Me OR UNDER MY DIRECTION ON SfPTcMBER 8, 1999.
TWO COP/€$ OF TH! SOILS REPORT COMPILED FROM rn,s S1UDY, WITH MY
RECOMMENDATIONS, HAS BE;EN SU8MJT1l:O TO THE OFFICE OF THE CITY
ENGINEER.
~q.OfES~ ~ V' ~-Cf!~ ~-i ~ 'I''<!' '(,,_.. ~ '{.\
!{I~, 'y'Z [JS <.> No.GE215 z ~
o: Exp. 9·30-07 !:ii
.. C'~ ,, * '°> (!/Ee~~~~ ~~ DFCAIJfJ'-R
SIGNEQ:
P.£. NO.:
DA1l:: _.:,:U..::.ll'--'0~1,_./c.;d:.c'=----------
LICENS£ EXP/RATION DA TE:
OWNER'S CERTIFICATE
I (I\£) HEREBY C£kt,Fy THAT A R£G/S1l:RED SOILS E:NGIN££R OR
GEOt.OGIST HAS BEE:N OR WILL BE RETAINED TO SUPERVISE 0\/E:R-ALL
GRADING ACTIVITY ANO ADVISE: ON TH£ COMPACTION AND STABILJTY OF
7HIS SITE.
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~ --·-
VICINITY MAP
CITY OF' OCEANSIDE
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OCEAN \
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LEGAL DESCRIPTION
·-• . .,.r -· 1 p .
NOT TO
SCALE
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! CITY OF' VISTA
ROA J--~
SITE j
.~o
· CITY OF
:1. SAN MARCOS
7
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,-
,-__,.t...:.<(
CITY OF' ENCINITAS
LOT • CARLSBAD 1RACT NO. 96-07, LINCOLN NORTIJPOIN1£, IN TIJE CITY Of CARLSBAD
COUNTY Of SAN DIEGO, STATE Of CALFORNIA, ACCORDING TO MAP NO. 13716, Fll.ED
IN TiiE OFFlCE Of THE COUNTY RECORDER Of SAN DIEGO COUNTY ON DECEMBER 31, 1996.
SOURCE OF TOPOGRAPHY
. TOPOGRAPHY SHOWN ON 111ESE PLANS WAS GENERA 1ED BY AERIAL TOPOGRAPHICAL
METHODS DA TED .PJNE, 2004.
BY:
MORENO AERIAL PHOTO SURl£YS, INC.
505 N MOU/SON Av£; SU/7£ 201
El. CAJON, CA 92021
(619) 5811-0404
(619) 5811-0402 FAX
PROJECT LOCATION
THIS PRO.ECT IS LOCA 1ED WITli/N ASSESSORS PARCF/.. NUMBFR(S)
21J-10/J--04
BENCH MARK
DESCRIPTION: BRASS DISK IN WELL MONUMENT
LOCA TJON: ON EL CAMINO RfAL 2.6J Ml.
NLY. FROM LA COSTA A\'£.
RECORDED: NORTH COUNTY CONTROL DATA
ELEVATION: 311.4-1 DA TUM: M.5.L
ENGINEER OF WORK NOTES
OWNER / APPUCANT
RREEF
2131 PAL OMAR AIRPORT ROAD
SU/1£ 100
CARLSBAD, CA 92009
(760) 804-1892
(760) 4JB-4209 FAX
1. ALL ELEVATIONS SHOWN ARE FINISHED SURFACE UNLESS OT/iERWISE SHOWN.
2. T/iE OWNER AND/OR CONTRACTOR SHALL \IE:RlfY W/1H CIVIL ENGINEER THE BUILDING
STRUCTURAL SECTION($) PRIOR TO RtQUESTJNG STAKES FOR ROUGH GRADE PADS.
J. CONTRACTOR TO VE:RlfY LOCA TJON AND ELEVA TJON OF ALL EXISTING UTILJTY
CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION.
4. ALL CATCH BAS/NS SHALL HAVE FOSSIL FILTERS INSTALLED.
5. TJ-/E BOUNDARY SHOWN ON TJ-IESE PLANS IS NOT NECESSARILY rnr: RESULT OF A BOUNDARY
SURVEY BY K & S ENG/NEERING. TH€ BOUNDARY LINES SHOWN HEREON MAY HA VE BEEN
ESTABLISHED FROM RECORD DATA ONLY.
6. AU SURFAC£ DRAINAGE SHALL B€ DIRECTED A MINIMUM OF 2 PERCENT AWAY
FROM Tli£ BUILDING($). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT
7.
TO THE LANDSCAP£ ARCHITECTURAL PLAN. IF LANDSCAPE PLANS AR£ NOT REQUIRED,
TH£ CONTRACTOR SHALL TAKE ALL MEASURES NE:CESSARY TO /NSUR£ rnAT NO
PONDING OF WA 11:R OCCURS IN TH£ PLANTER ARfAS. TH£ FINISHED GRAD£ WITHIN
LANDSCAP£ AREAS ADJACE:NT TO T/iE BUILDING SHALL BE 6" BE:LOW TH£ FINISHED FLOOR.
WATERPROOF/NG AND/OR A STEMWALL IS REQUIRED WI-JEN rnE FINISHED GRADE IS LESS
THAN 6" BELOW THE FINISHED FLOOR ANO DEEPENED FOOTINGS ARE REQUIRE:D WHEN THE
FINISHED GRADE /5 MORE TJ-IAN 6" BELOW T/iE FINISHE:D FLOOR.
TH£ SUB DRAIN FOR T/iE RETAINING AND/OR KEYSTON£ WALLS, AS SPECIFIED BY OTHERS,
SHALL BE CONNE:CTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB 0071.ET.
8. ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTALLED.
9. TliE HARDSCAPE SHOWN HEREON WAS OBTAINED FROM THE ARCHITECTURAL PLAN.
CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCH/11:CTURAL SITE PLAN.
10. 1HE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HARDSCAP£ IF ANY OF TJ-IE A.D.A. STANDARDS HAVE NOT BEEN MET.
LEGEND:
PROPERTY LJNE
EXIS11NG CONTOUR
FINISH SURFACF: E/£VA 110N
DIRECTION OF fl.OW (1:C MIN.)
TOP GRA Jf:/INVERr f/£\IA TION
EXIS11NG FINISH SURFACE: El£VA TION
EX/Sr. DRAINAGE C.8.
EXIST. FIR£ HYDRANT
EXIST. 2• WA TEil SER"7CF
DI/Sf. SDG&£ TRANS.
EXIST. SDG&E: \!AULT
DI/Sf. STOP SIGN
EXIST. s• DCVDA
NEW TYPE 'G' 6" CURB AND GUTTER
NEW J' RIBBON GUTTER
NEW CATCH BASIN
A.C. PA 1£MENT
12" PVC PIPE
24" PVC PIPE
6" SEIIE'R LA lERAL
2• WA 7fR SERvlCE
6" FIRE LJNE
FIRE HYDRANT ASSEMBLY
EX. 2° /RR/GA TION SERWCE P. O.C.
PARKING LJGHT
SAWCUT UN£
GRA\,fl. BAGS
SILT FENCE
STABILJZEO CONSTRUCTION ENTRANCE
NEW CATCH BASIi# ·
EARTHWORK NOTES: EARTHWORK QUANTITIES
EARTHWORK QUAN TIT/ES SHOWN AR£ FOR EST/MA TING PURPOSES ONLY.
ACTUAL. QUANTITIES MAY VARY DUE TO SHRINKAGe, LOSSES DU£ TO CLEARING
OPERATIONS. COMPACT/ON, S£ffi£ME:NT, £TC. CONTRACTOR SHOULD vE'RlfY
QUANTITIES PRIOR TO BIDDING. Tf!ESE QUANTITIES DO NOT Rff1.ECT REMEDIAL
GRADING OR RETAINING WALL O\IE:REXCA\IATJON.
K&S ENGINEERING BENCH MARK
Planning Engineering Survejng DESCRIPTION: BRASS DISK IN WELL MONUMENT
CUT: J675 CY
RLL: 378 CY
IMPORT: 0 CY
EXPORT: 32J7 CY
REMEDIAL: · 5,473 CY
·s i °'
. t" R.W LA TEJ~.AL SHE.E.i ;,
•
WORK TO BE DONE 11
lHE GRADING WORK SHAU CONSIST CF 111£ CONST1/~TION CF ALL CIJT5 AND Alli
REMFDIAL . GRADING, DRNNAG£ FACIU11ES. EROSION T1/0I. FACIUJJfS, ANO
PLAN11NG <l" PERMANENT LANDSCAPING AND PRF:P ARA Tl OF Af-l)UILT GRADING PLANi
A5-BUR.T GFOI.OGIC MAPS ANO REPORTS, AlL AS SHOWN OR REQUIRED ON TH/5 S£T
OF PLANS ANO 111E CITY STANDARDi SPEC/FICA TIONi REQUIREMENTS, RESOLUTIONS
AND ORDINANCES C/1ED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 111TH 111E FOi.LOWiNG
DOCUMENTS, CURRENT AT 7H€ 111./E OF CONST11UCTION, AS DIRECTED BY 7HE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL COOF:
2. CITY OF CARLSBAD STANDARDS
J. 11115 S£T OF PLANS
4. CUP 172, APPROl;f/J SEPTEMBER 24, 1990 -REWSE PIP 05--1~ 01/09/2006
S. lHE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN
BOOK).
8. SOILS REPORT ANO RECOMMENDA 1/0NS BY CHRIS11AN WHEELER ENC/NEERING
DA 1ED JULY 19. 2004 AND UPDATED SEPTEMBER 9. 2005.
7. T/1£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY
TliE CITY OF CARLSBAD STANDARDS.
8. £NWRONMENTAL APPROVAi. DOCUMENTS DA 1ED N/A
9. SWMP PREPARED BY K&:S ENGINEERING DA 1fD MARCH. 2005
' 10. SWPPP PRU'ARED BY K&S ENGINEERING DA 1f0 MARCH. 20QS
DWG. No.
G-2
PER DETAIL ON SHEET 2
BROOKS OR EQUAL {I 6"xt/J']
PER ARCHITECT PLANS
, 1YPE G-3 PER SD/\.50 G-6
SYMBOL
....---(300)----
315.42
TG 315.18
I.E. 312.51
(315.18)
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508 I.F
480 I.F
f EA
65,120 SF
181 I.F
26 I.F
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, fA
320 /J
1 FA ..
...
500 EA
727 /J
1,200 SF
1 EA
I SH1ET I CITY OF CARLSBAD I SHE5ETS j
ENGINEERING DEPARTMENT
GRADING Ile EROSION CONTROL PLANS FOR:
ViaSat
LOT 4, CARLSBAD TRACT NO. 98-0'7
APPR0\/£0(/Y GLENN ll!OMAS PRUIM
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CONSTRUCTION NOTES•
(D E:xlST. STORM DRAIN C.B. TO REMAIN/ PROTECT IN PLACE.
ADJUST Ex. T.G. TO NEW F.S. (?)
3
CONSTRUCT TYPE 'G-3' CATCH BASIN PER D-8.
@ E:xlST. J','i PRECAST C.B/ PROTECT IN PLACE.
ADJUST Ex. T.G. TO NEW F.G.
4 E:xlST. FIRE HYDRANT/ PROTECT IN PLACE.
5 E:xJST. 2" WATER SERVICE/ PROTECT IN PLACE.
INSTAU. PARKING UGHS PER AROtlTECT PLANS.
7 EXIST. TYPE 'G-2' C.B/ REMOY1c GRATE & REPLACE
itlTH SOI.ID CO',Ol ADJUST TO NEW GRADE
EXIST. SOG&E TRANS. PAD/ PROTECT IN PLACE.
E:xJST. STOP SIGN/ PROTECT IN PLACE.
EXIST. SDG&E VAULT/ PROTECT IN PLACE.
E:xlST. STORM DRAIN PIPES/ PROTECT IN PLACE.
CONST. 3' A.C. 01/ER 7' CLASS H A.B .
CONST. TYPE '(1 CURB AND GUTTER PER SDRSO G-2.
CONST. 6" CURB PER SDRSO G-1.
CONST. J' RIBBON GUTTER PER DETAIL ON SHEET 2.
CONST. CONC. SIDEWALK ( ♦• THICK).
CATCH BASIN (BROOKS OR EQUAL) \¥/FILTER INSERT (SIZE PER PLAN).
18 DOST. TELEPHONE BOX TO REMAIN/ PROTECT IN PLACE.
19 Ul,ilTS Cf CONSTRUCllON/ MATOi EX. GRADES O EDGES
Cf PAVEMENTS/ SA'l,l;Uf LINE.
0 INSTAU. NEW ARE HYDRANT.
1 ACCESSIBLE PA TH Cf IRA vR.
EXIST. 8" DCVOA/ PROTECT IN PLACE.
J CONSTRUCT FLOGARO DUAL-\1'.JRTEX HYDROOYNAMIC
SEPARATOR MODa DVS-48 OR EQUIVALENT. Q9 CONSTRUCT FLOGARD DUAL-\1'.JRTEX HYDROOYNAMIC
SEPARATOR MODa DVS-35 OR EQUIVALENT. @ CONSTRUCT o" CURB.
@ 6' TRANSITION FROM o" CURB TO 6" CURB
PRIVATE STORM DRAIN DATA
DELTA/BRG RADIUS LENGTH REMARK
N75"38'22"W
N6O"25'59"W
--2!'1.65 --4!°1. 00
~-31-o'f
Dl>.,c
24 PV"
12 PVC
.01'
R==5.00'
RCE. 4BS<J2. G/3o{20\O
ASPH PARKING
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
ViaSat
BENCH MARK LOT 4, CARlSBAD TRACT NO. 98-07
DESCRIPTION: BRASS DISK IN WELL MONUMENT APPROVED qr GLENN lHOMAS PRUIM
;-;;;:;=;:-;:--~-;:;--=~-;;;:;:;--;;~-;--;;------+--+---+---------------+---1--+---+--1 & 4 •eed t,,,e,--~ LOCATION: ON El CAMINO REAL 2.63 Ml. PE 51274 £ffiS 09MoiaTY ENGINEER
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ADJUST EX. T.G. TO NEW F.S.
CONSlRUCT 3'x5' TYPE 'rt CATCH BASIN PER o-a
EXIST. J'x3' PRECAST C.B./ PROTECT IN PlACE.
ADJUST EX. T.G. TO NEW F.G.
EXIST. FIRE HYDRANT/ PROTECT IN PLACE.
EXIST. 2' WATER SER'IICI:/ PROTECT IN PlACE.
INSTAll SlREET UGHTS PER ARCHITECT PlANS.
EXIST. TYPE 'G-2' C.B./ ADJUST EX. T.G. TO NEW F.S.
REMOVE GRATE & REPLACE v,rnl SCtD CO\.ffi.
EXIST. SDG&E TRANS. PAD/ PROTECT IN PLACE.
EXIST. STOP SIGN/ PROTECT IN PLACE.
EXIST. SDG&E VAULT/ PROTECT IN PLACE.
11 EXIST. STORhl DRAIN PIPES/ PROTECT IN PlACE.
12 CONST. J' A.C. OVER r Cl.ASS I A.B.
13 CONST. TYPE 'rt CURB ANO GUffiR PER SORSO G-2.
14 CONST. 6" CURB PER SDRg) G-1.
15 CONST. J' RIBBON GUTTUI PER DETAll 00 SHEET 2.
16 CONST. CONG. SIDEWALK ( 4• lHJCK).
EX. '/t," J-1t.T£.R
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19 LIMITS OF CONSlRUClKX'I/ MATCH Ex. GRADES O EDGES
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INSTAll NEW FlRE HYDRANT.
ACCESSIBLE PATH OF TRAVEL
EXIST. 8" DCVOA/ PROTECT IN PLACE.
3 CONSlRUCT FLOGARD DUAL-VORTEX H'rDR00'1NAMIC
SEPARATOR MODEL DVS-48 OR EQUIVALENT.
CONSlRUCT FLOGARD DUAL-VORTEX HYOROO'tNAMIC
SEPARATOR MOOEL DVS-35 al EQUIVALENT.
CONSlRUCT o' CURB.
8' lRANSITION FROM o" CURB TO 8' CURB
PRIVATE STORM DRAIN DATA
DELTA BRG RADIUS LENGTH REMARK
N60 25 59 YI 38.61 12 PVC
20
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BENCH MARK
DESCRIPTION: BRASS DISK IN WELL MONUMENT
8 2. OE,
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K C0/1Mf.C.T I'' WATE W ~ ' ME.TER FR.OM
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GRADING PLAN FOR:
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APPROVED $Y-GLENN n-JOMAS PRUIM
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RECORD FROM: NORTH COUNlY CONTROL DATA DATE INITIAL DATE INITlAL DATE INITIAL OWN BY: PROJECT NO. I DRAWING NO.
ELEVATION: 311 •41 DATUM: M.S.L ENGINEER CK WORK REVISION DESCRIPTION >-□-TH£R--AP~PRDV--AL-+--a-TY-,.,,~P-R-ov_A_L,. 2~~D B;~.~ PIP 05-13 _ 438-9A
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.-------------------------------------------------------------------------------------------------------------------------------------------------------------,f-
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT MR. a..ARK CLOWAR AT (619) 520-3810.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING TI-IE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON S1TE AT CCNVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION Of T£MPORARY DEVICES 'M-IEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITI-IOUT THE APPROVAL
Of THE ENGINEERING INSPECTOR.
4. lHE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO l'KlRKING ORDER
TO THE SATISFACTION Of THE CITY ENGINEER Af1£R EACH RUN-Off PRODUCING
RAINFALL
5. THE CONTRACTOR SHALL INST ALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE OTY ENGINEER DUE TO UNCOMPLE1£D GRADING OPERATIONS 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 WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CCNTROL MEASURES PROVIDED PER lHE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM lHE FACE Of
SLOPE AT THE CONO.USION Of EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO Of EACH
WORKING DAY 'M-IEN lHE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INal MINIMUM AGGREGRATE.
11. SHOULD GERMINATION Of HYOROSEEDEO SLOPES f AIL TO PROVIDE EFFECTIVE COVERAGE
Of GRADED SLOPES (90'1 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSiALLED IN ACCORDANCE WITH SECTION 35.023 Of
lHE EROSION AND SEDIMENT CONTROL HANDBOOK Of lHE DEPARTMENT Of CONSERVATION,
STATE 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 lHE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A HYOROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES TI-IAT 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 l'lHEN ANY Of THE FOLLOWING CONDITIONS
EXIST:
o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRIJCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS Of ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO lHE PUBLIC.
c. HAVE ANY SPEaAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREA1MENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGA 1£D IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. All SLOPES THAT ARE GRADED 6: 1 OR ST£EPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYS1£M
Of LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100'1 COVERAGE.
b. GREATER THAN !I FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM Of LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100'1
COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE aTY
ENGINEER, PRIOR TO HYDROSEEDING. lHE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE OTY ENGINEER. lHE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS Of
THE ELEMENTS Of THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL Of THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH Of THE HYOROSEEDED GROWTH.
C. HYOROSEEDING MIX SHALL CONSIST Of All Of lHE FOLLOWING:
1. SEED MIX SHALL CONSIST Of NO LESS lHAN:
a. 20 lb!. PER ACRE Of ROSE CLOVER
b. 20 lbs. PER ACRE Of ZORRO FESCUE
c. J lbs. PER ACRE Of ESCHSCOLZIA CALIFORNICA
d. 4 lbs. PER ACRE Of ACHILLEA MILLEfOUA
e. 3 lbs. PER ACRE Of AL YSSUM (CARPET Of SNOW)
f. 1 /2 lb. PER ACRE Of DIMORPHOLECA
g. ITEMS c,d,e, AND f Of THIS SUBSECTION MAY BE OMIT1£D ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM o Of THIS SUBSECTION MUST BE INOCULAT£D WITH A NITROGEN
FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORT£[) TO THE J06SITE IN
UNOPENED CONTAINERS 111TH THE CALIFORNIA DEPARTMENT Of FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS. i NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE 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 SUBSTITUT£D, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE
ANCHORED TO lHE SLOPE BY MECHANICALLY PUNCHING NO LESS TI-JAN 50'1 Of
THE STRAW INTO lHE SOIL
3. FERTILIZER CONSISTING Of AMMONIUM PHOSPHATE SULFATE. 15-20-0, WITH
15'1 SULPHUR APPLIED AT THE RA TE Of 500 lbs. PF;R ACRE.
D. AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION Of:
o. TRACK WALKING SLOPES ST£EPER TI-JAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFflCIENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING TI-IE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TURA T£D SEED BED.
b. THE ADDITION Of SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYOROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL lHE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
..
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EX. TYl'E ' /;.. 21 CS
TG (29,1.43)
IE IN(J0")=(2q4.86)
IE OJT(J0")=(284.86)
I :
GRAPHIC SCALE I" IIJN.
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I ' : /
' 3
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EX. n1'E 'G-2' CS
TG (293.40)
·.. IE IN(18")=(288.90)
·. IE C1JT(24")=(288. 70) .
FG 293'.JO-
IN\I. IN-=288. 90
EXTRA STRENG1H FILTER FABRIC
NEEDED Wl1HOUT WIRE MESH SUPPORT.
,'c I
'. EX. PRECAST°CS
\ · TG (~2.90) ,
IE. OJT( 12" )=(285, 90}
IE f,.;286.10
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GRA VU BAGS
(2 HIGH)
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UM..ESS OlliER'MSE L COURSE AGGREGA 1[ Sf'ECIAID BY A
SW ENGINEER \_ r ;-· ·-----~ EXISTING GRADE ,~;J,,t,I,~::~~~ STEEL OR rWOOD POST
GRAVEL BAGS OVERLAP ONTO CURB
-~p,){~:5J
SECTTONA
SEGT10N B--8
ll T.5.
0-SUPPI.Y WA l£R TO WASH
\\lfE1'l.S II' NECESSARY.
5(f MIN.
l'INt
N.T.S.
NOlE:
CONSJRUCT SEDIIDT BARRIER mo CH,'J,!NEIJZ[ RUNITT TO
SEDIMENT lRAl'PINO DE~CE.
•
-\\IDlli AS
REQUIREO TO
ACCOMOOAl[
ANTICIP A 1Bl
-1RAFF1C.
1o' (3m) MAXIMUM SPACING Wl1H
WIRE SUPPORT FENC£
8' (1.8ml MAXIMUM SPACING Wl1HOUT
WIRE SUPPORT FENCE.
TTACH fll.TER FABRIC
SECVRa Y TO UPSTREAM SIDE OF POST.
l,!Qli
1.-THE CONTRACTOR SHALL
INSPECT AND REP AIR FENCE
AFTER EACH STORM E\1£NT
ANO REMOVE SEDIMENT.
2.-REMO\IED SEDIMENT SHALL
BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE TO
SEDIMENT OFT-SITE AND CAN
BE PERMANENlt.Y STABI\.IZED.
J.-SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO fAaUTATE
_____., ------// ______ .,...//'
RUNOFF /
//
GAP BETWEEN BAGS
ACTS AS SPILLWAY
)
(
J FT (0.9 M) MIN.
THREE LAYERS Of GRAVEL BAGS WITH ENDS OVERLAPPED
GRAVEL BAG ROW
SPACING TABLE
STREET GRADE INTERVAL
LESS THAN 2" 200·
21' TO 41' 75'
41' TO 6'1 40'
61' TO 81' 25'
8'1 TO 10'1 25'
I GRAVEL BAGS
fll lER FABRIC ARE STACKED TJGHTI.Y
CATCH BASIN
/ A
(j) S/L T FENCE MAXIMUM PONDING EfflCENCY.
(DSTABILIZED C~TION ENTRANCE 2 ~
.---~~~-::T:::,;,,---,
Q) GRAVEL BAg.a.CHECK DAM
SC-1
(D CATCH BASIN PfJ£TECT10N DETAIL
f"SH£ETl CITY OF CARLSBAD I SHE5ETS I ~ ENGINEERING DEPARTMENT
EROSION CONTROL PLAN FOR:
/'k. ~~~~\~J~-3~!-Q:J_o
{__. VP,,.,E
RC.E 48'=>92. /E':-(P. <o/30/20\0
-------
ViaSat
LOT 4, CARI.SBAD TRACT NO. ,98-07
APPROVED GLENN Tl-lOMAS PRUIM
~~~~~:.?.~-~~~~e~< 'tµJ./24 ~LOCA~~JIO=N~:~O;-;:N;"E";'L:;:;CA~M";-IN';-0-;R;;;EA~L ~2;;'.6;;:3~M=I~. -----1-.,~~k--+~-~-~--~--------k--.ji--+---l---l PE 51274 EJl851RES 09µJ/07 OTY ENGINEER DAfE
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DATE INITIAL DATE INITIAL CHKD BY
ELEVATION: 311.41 DATUM: M.S.L ENGINEER Of WORK REVISION DESCRIPTION □TK:R APPR□VAI. aTY APPROVAL RVIJD BY•L ~I':-PIP 05-13 438-9A
BENCH MARK
DESCRIPTION: BRASS DISK IN WELL MONUMENT
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