HomeMy WebLinkAboutDWG 417-3A; PD 04-01; TROESCH RESIDENCE; 01-02,
G ADING NOTES
(IN ADDITION TO TH[ R[OUIR[M[NTS OF CHAPTER 1,.16 OF IHE:
CARLSBAD MUNICIPAL CODE:.)
1. Tl/IS PLAN SUP£RS£DES ALL OTlltfl PLANS Pf1£VIOUSL Y APPRO\£D IJY TIit CITY
OF CARLSBAD RE:GARDING GRADING SHO~ ON Tl/IS StT OF PLANS.
2. APPROVAL OF Tl/IS PLAN DOE:S NOT l[SStN OR WA/Yr ANY PORnON OF Tl/[
CARLSBAD MUNICIPAL COD[, RfSOI.UTION OF CONOlnONAl APPROVAL, CITY
STANDARDS OR OTHER AODlnONAl DOCUMENTS LISTED HEREON AS THE'Y MAY
PERTAIN TO Tl/IS PROJECT. Tl/( fNGINEER IN RESPONSIBLE CHARGE: SHALL
RE'ASE Tl/ES( Pl.ANS WHE:N NOll,-CONFORMANC( rs 0/SCOl'!:RE:D.
J. CITY APPROVAL OF PLANS oats NOT R[L/[V[ Tl/[ DEl'!:lOPE:R OR [NGINffR-OF-
WORK FROI.I RESPONSIBILITY FOR TI/E CORRECTION OF &RRORS AND OMISSIONS
0/SCOVERfO DURING CONSTRUCTION. All PLAN R[WSIONS SHALL 8£ PROMPT!. y
SUBMJTTEO TO. THE CITY E:NGINEER.FOR APPROVAL.
4, A RIGHT-OF-WAY PERI.IIT FROM Tl/[ CITY ENGINEER 1111.l /Jf REO!RR[D FOR ANY
WORK IN TIIE PUBLIC RIGHT OF ,WAY. PRIOR TO PERMIT ISSUANCE A
CERTIFICATE OF INSURANCE MUST Bf: FllfO NAMING THE CITY OF CARLSBAD' AS
AN ADDITIONAL INSURED ON Tl/[ PERMITTEE:'S POI.ICY IN Tl/[ MINIMUM AMOUNT
OF $1,000,000.00 FOR [ACH OCCURRE:NCE OF l/A8fllTY. THt INSURANCC rJ!!f ANY WRITING TH~ P9fl~ fflT H~);r ~ m 0~ :'A AND A SIZE LGORY or c[Ass Ls r T=r BY=st "t,N GU1Q£
5. UNL£SS EXEMPTED BY si:cnON JOl.(b)5 OF THE UNIFORM BUILDING CODE
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
.P£RMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL 8£ COMMENCED UNfil All PERMITS HAVE: 8E£N. OBTAINED FROM
TH[ CITY AND O Tl/ER APPROPRIATE AGfNCJfS.
7, APPROVAL OF TIIESt PLANS BY TI/E CITY ENGINEtR DOES NOT AUTI/ORfl[ ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE: PROPERTY OIINER'S l'£RMJhtoN
HAS 8£EN OBTAINED AND A VALID GRADING PERMIT HAS El£fN /SSUE:D.
8. NO REWSIONS IIILL BE MADE TO Tl/ESE PLANS IIITHCXJT THE lllf/TTEN --
OF THE CITY ENGINEER, NOTED IIITHIN Tl/[ REWSJON 8LOCJ<, ON · 'fHf: APPROPRIATE SHffT OF THE PLANS AND Tl/[ nn.E SH[[T.
9. ORIGINAL DRAIIINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINffR.
IO. THE ORIGINAL DRAIIING SHALL BE REWStD TO REFlfCT AS-BUILT CONDITIONS
BY THE ENGINE:ER-OF-WORK PRIOR TO FINAL ACCEPTANCC OF THE WORK BY THE: CITY.
11. ACCCSS FOR FIRE AND OTHER EMERGE:NCY \£HIQES SHALL BE MAINTAINED TO
THE PROJECT SITE: AT ALL TIMES DURING CONSTRUCnON,
12. !+HERE TRENCHES ARE IIITHIN CITY (AStMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHE(T, (B) LABORATORY ltORK S1/ffTS AND (C) COMPACTION
CURVE:S, SHALL BE SUBMITTED BY A PROF(SSIONAL [NG/NEER OF Tl/[ STATE Of
CALIFORNIA, PRINCJPALL Y OOING BUSINESS IN Tl/£ FIELD OF APPL/E:O SOILS
MECHANICS. THE SOILS REPORT IIILl BE SUBMITTED TO Tl/[ CITY ENGINEERING
INSPECTOR 'MTI/IN TWO WORKING DAYS OF TI/E COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION R(PORT ANO COMPLIANCE VERIFICAnON REGARDING
ADHERENCE: TO RECOMMENOATIONS OUTl.lNED /If THE SOILS REPORT IS REQUIRE:D
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCJPALLY DOING BUSINESS IN TI/E Fl<LD OF APPLIED
SOILS MECHANICS. All FILL OR Fl/TUR£ ,FILL ARE:AS SHALL BC CONSTRUCTED IN
ACCORDANCE 111111 TI/E CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND TH[
" EAR Tl/WORK SPEClrlCA TIONS " MTACHE:D · TO Tl/£ PRWI.IINARY SOILS
INYCSnGATION. DAILY FIELD COMPACTION REPORTS IIILl BE SUBMITTED TO TH[ PROJECf INSPECTOR.
14. A PFffCONSTR/ICUQN UITTING SHAH 8f HflD -AT 7kE: SITf PBlOR TD THE'
RFG/NNING Of WORK AND SHAii Rf AUfflOfa· RY All RfPRFSfNTJ.UVfS
RESPONSIBLE FOR CONSTRUCl70N INSPECTION t,UPERVIS/Olb T£ST/Nf AN~ ALL OfH[R ASPECTS OF THE WORK Iitt CONTRAC'tifk HALL ScHtbuLE TH Mt T1NG
THROUGH TH[ PERMIT CLERK ( 4J8-fl61 ext.432J) AT L£AST FIVE:(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVE:D DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT Will BE PROVIDED BY THE PROJE:CT INSPECTOR AT Tl/[ MEETING.
15. All lN$PFCilON RFDlJESTS OWR D:MN fQR P8£CONSTRLJCUQN Mf£llNC mtL B£
MADF BY CAJ//NG TH£ fNGrNFfRING U-HOIJR INSPFCDCW RfOUFST llNF AT
(76Ql 438 J891 INSPECTION RfOUfST Ml/ST BE RfCEfVED PRIOR TO 2· 0Q PM i
ON THf DAY BEFORE; TH£ INsPfCTIW, I~ NEffi INSPECTIONS 'Mll 8[ MADE
THE N XT WORK DAY UNLESS YOU RO/} STO WISE. REQUESTS MADE AFTER
2: 00 P.M. lllll BE SCHEDULED FOR TWO Fllll WORK DAYS LATtR ..
16. THE Ol+N[R AND/OR APPLICANT THROUGH Tl/[ OEYCLOPEI! ANO/OR CONTRACTOR
SHAll Dt:SIGN, CONSTRUCT AND MAINTAIN All SAFETY DEWCES, INCLUDING
SHORING, AND SHALL BE SOI.El Y R£SPONS/BLE: FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO H[Al TH STANDARDS, LAWS AND REGULATIONS.
17. TI/E CONTRACTOR SHALL CONFORM TO LABOR COD( SE:CTION 6705 BY SUBMITnNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
TH[ DfS/GN OF SHORING, BRACING SLOPING OR OTl/f:R PROWSIONS TO BE MAD[
OF WORKER PROTECTION FROM TI/E HAZARD OF CA'ANG GROUND OUR/NG TH[
EXCAVATION OF SUCH TRENCH OR TRfNCHE:S OR DURING TI/E Pl/'[ INSTALLAnON
Tl/[REIN. Tl/IS PLAN MUST 8[ PREPARED FOR ALL TRE:NCHES Fl\£ FEET (5') OR
' MORE IN DEPTH ANO APPR0\£0 BY THE CITY ENGIN(ER AND/Oil CONCERNE:0
AGfNCY PRIOR TO EXCAVATION If THE PL~N VARIES FROM THE $HOR/NG SYSTFM
rA~AR~ ~T~~~ ~ r ~~TRCN rF[[Y OROCR£ 777t£ B WJ: tJ/2 'R ,(! cgc T;;; R 1\ &r; g,rRf:ARff!E 8JSH1
EXCAVATION PERMIT MUST BE SUBMITTED TO Tl/[ INSP(CTOR PRIOR TO EXCAVATION. .
13. NO BLASTING SHAll BE PERFORMED UNnL A VALID IJLASTING PERMIT HAS BEE:11
OBTAINED FROM TH[ CITY OF CARLSBAD. SUBMIT APPL/CA nON FOR BLASTING PERMIT wt:LL IN ADVANCE: OF THE: SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHA£0LOGICAL ~s~¼~Cf.i,JRE «:E~vr,,is~ W!)'tfHN~'liW!f A~ DURfNG CONSTRUCTION, _p ___ .:_ IL ____ ,1[ __ JQATj ~-AND TH
PERM/TT££ MLL NOTIFY THE CITY [NG/NEER. OPERATIONS 'MLL NOT RESTART
UNTIL THE PERM/TT[[ HAS RECEl\£D WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO,
20. All OPERATIONS CONDUCTED ON THE: SIT[ OR ADJACENT THERfTO, INCLUDING.
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA nON OF TRUOl(S,
EARTHMOVING [OU/PMENT, CONSTRUCnON EQUIPl.tENT AND ANY OTI/ER ASSOCIATED
GRADING EQUIPME:NT SHALL BE Lil.I/TED TO Tl/£ PERIOD /JETWEEN 7:00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTI/MOVING OR GRADING
OPERATIONS SHAll 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS rs AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.). .
21. ALL w-sm: HAUL R~ll[S SHA/ L BE SUBMITTED BY TH£ CONTRACTOR TO THE
i!J.BENGINITR FOR AP ROVAL TWO [ULL WORKING DAYS PRIOR TO BEGINNING Of ~ K .
22. IMPORT MATER/Al SHALL 8E 0/JTAlll[D FROM, AND WASTE MA TERIAl SHALL Bf
DEPOSITED AT, A SITE APPROVED BY TI/E CITY E:NGINEER. 1Hf CQN1!1ACTDR
SHAl l Bf RESPONS/Rlf fQR ANY DEIUYS OR DAMAGE" OCCURRING ALONG THf HAU! ROUT(S OR ADJACENT STREETS AS A R£SUL T OF THf GRADING OPERA TIQN.
2.). BRUSH SIIAll 8E REMO\£D ONLY IIITI/IN Tl/£ AREA TO BE GRADED, NO TRtES ARE
TO 8£ RE:MOYCD UNLE:SS SPECIF/CALLY NOTED ON TI/E PLAN.
24. All AREAS SHALL Bf GRAD.0 TO DRAIN. ORAOING RESUL nNG IN Tl/£ POHDIN;(; OF
WATER IS NOT PERMITTED. All EARTHEN SWAlfS AND DITCH(S SHAll I/Al£ A
· MINIMUM ONE PERCENT SLOPE. . .-,
25. Tl/ESE · PLANS ARE SUBJECT TO A·, S/GNE:D' ANO APPRQV[D sir OF EROSION
CONTROi. PLANS. £ROS/ON CONTROL SHALL Bf AS SHO'M/ AND AS APPROYCD BY
THE CITY [NG/NEER OR AS 0/R[CTED BY. Tl/£ PROJECT INSPECTOR.
25. All SLOPES SHAll BE TRIMM(D TO A FINISH GRADE TO PRODUC( A UNIFORM
SURFACE AND CROSS SECTION. TH[ SIT[ SHALL 8£ LEFT IN A NE-AT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTI/ER DEBRIS SHALL BE RE:MOVE:D
AND DISPOStD OF AT A SIT[ APPROVED OF BY TH[ CITY ENGINffR.
27. All SLOPES SHALL. BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDrD
'MTI/IN TEN (10) DA Y5 OF THE TIME WHfN EACH SLOPE IS BROUGHT TO GRAD/: AS SHOWN ON THf APPROVf.D GRADING PLA~ •
28. LANDSCAPING SHALL /JE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRE&
BY TI/E CITY OF CARLSBAD LANDSCAPE MANUAL, TH[ LANDSCAPING Pl.ANS FOR
Tl//$ PROJECT, ORA'MNG NO. NIA AND/OR AS DIR[CTED BY Tl/[ CITY
ENGIN[[R OR PLANNING DIRECTOR.
29. THE O~ER/APPLICANT SHALL INSURE Tl/AT.ALL CONTRACTORS SI/All COORDINATE
THE: WORK OF THE:SE GRADING PLANS 111TH Tl/AT 5HO'M/ ON BOTH TI/E LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVE:MENT PLANS AS REQUIRED FOR Tl/IS
WORK IN ACCORDANCE 111TH THE lANDSCAP( MANUAL TIME REQUIREMENTS,
JO. STORM DRAIN PIP( SHALL BC REINFORCED CONCRETE ,IP[ l Tl/ A MINIMUM
0-lOAO OF f,J~. FOR PRIVATE STORM DRAIN PIPES, UP TO 5" P~ MAY 8£'
UTILIZED PROW0£0 DEPTH IS LESS Tl/AN 15 FEET AND 8AC llLED 111111 J/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR J5 SOI.ID WALL PIPE.
JI. WHERE: AN EXISTING . PIP( LINE IS TO BC AIJANDOIIE:D AS A RESULT or Tl/£
GRADING OPERATION, IT SHAll Bf: REM0\£0 IIITI/IN TWENTY FE:ET OF /NllOING
OR STREET AREAS AND R[PLACED 111111 PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE ~LL BE PLUGGED 111111 CONCRETE OR REMOVE:D AS APPROVED BY
TI/E CITY ENGINEER.
J2. Tl/£ CONTRACTOR SHAll YCRIFY TI/E LOCATION OF ALL EXISTING FACIL/n[S
( ABOVE: GROUND AND UNDER GROIJND ) IIITI/IN Tl/£ PROJECT SITE SUFFIC/£1/Ti. Y
AHEAD OF GRADING TO PERMIT Tl/[ REVISION OF TI/E GRADING PLANS IF IT IS
FOUND Tl/AT TI/E ACTU•L LOCATIONS ARE IN CONFI.ICT 111TH TI/E PROPOSED
WORK.
JJ, THE CONTIUCTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (St£ BElOW) AT
lEAST 2 ·FULL WORKING DAYS PRIOR TO STARTING GRAOING NEAR tHEIR
FACJUTIES ANO SI/All COORDINA1£ TI/E MORK 111TH A COMPANY R£PR[StNTATI\£.
UNDERGROUND 5i:R\.1CE ALERT
SDG4<E .
PACIFIC BELL
ADELPHIA CABLE COMMUNICATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN}
'CITY OF CARLSBAD(S[WER,WATER & R[ClAIM[D WATER)
'SAN Dl[GUITO WATER DISTRICT
'I.WCAOIA WASTtWATtR DISTRICT
'VALlECITOS WATER DISTRICT
(800} 422-4IJJ
/!803/ 660-734J
800 892-0!2J
760 438-7741
(760) ~4-2980
(760} 4J8-2722
/760) 633-2650
(760) 753-0155
(760) 714-04~0
'Ol.lVE:NHAIN WA Tf:R DISTRICT
'BUENA s.AI/ITA TION DISTRICT
:c1J xPffd/,"/l/;,1fONf;
J4. PERMIT COMPLIANCE REQUIREMENTS:
(760) 75JC6466
(760) 726-1 J40
(760) 806-9809
A. [OR CQNl7?0Llm GRAWff. -Tl/£ APPLICANT. HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND OR GE:OI.OCIST TO GIVE: TECHNICAL ADWCE,
OBSERvt AND CONTROL Tl/£ IIORK IN PROGRESS /15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PR(QR TO FINAL APPRQVAl Of A GRAQWG &BMfT -THf:· F'OlLOWINC
RfPORTS MUST BE SUBI.IITTED TO TI/E CITY ENGINEER VIA TH[
PROJECT INSPECTOR /15, 16.120 .A. 70/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE ~Tl/ CITY
COO[ AND TI/E APPROVE:D PLANS ( OBTAIN SAMPLE OF COMPLIANCE:
lfTTER FROM CITY ENGINEERING Dt:PARTMENT).
. (2) AS-BUILT GRADING PLAN.
(J) REPORT FROM Tl/[ SOILS E:NGINEER, WHICH INCLUDES
RECOMM(NDE:O SOil 8EARING CAPACITIES. A STATEME:NT AS TO
TH[ . 'EXPANS/Vf O!/Al/ TY OF Tl/[ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TfSTS. Tl/£ REPORT SHALL ALSO
11/ClUDE: A STATEMENT BY TI/E SOILS [NG/NEER Tl/AT THE
GRADING WAS DONE IN ACCORDANCE 111111 Tl/£ REQUIREMENTS ANO
RECOMMENDATIONS OUTi.lNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS TI/ERETO.
( 4) REPORT 111111 AS-BUil T GEOLOGIC PLAN, IF REO!RRED BY THE:
CITY.
35. UNLESS A GRADING PERI.IIT FOR Tl/IS PROJECT IS ISSUED IIITI/IN ONE: (I)
YE:AR AFTER THE: Cl TY EIIGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO Bf RESUBMITTED. FOR PLANCHECK. PLANCHECK FEES IIILL Bf REQUIRED FOR
ANY SUCH RE:CHECK,
J6. THE SOILS REPORT 1111.ED Plff//UJNARY sew S uJvrSTYiADQN JOt Zl8 ARGQN:4/ITA WY.
PR(PARlD BY HQRlH COUNTY CQMPACPCW ftlGINEFRING ING DA 1£0
lAHflARY J WO! ANDJJe/JATED ON FEBRUARY 23, 2004 BY ACADl:l.lY
CONSUL TING CORPORATION SHALL 8£ CONSIDE:RED AS A PART OF Tl/IS GRADING PC'AN.
ALL GRADING SHALL /JE DONE IN ACCORDANCE ~Tl/ THE RECOMME:NDAnONS
AND SPECIF/CATIONS CONTAINED Ill SAID SOILS RE:PORT,
SEC. "B -B".
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1".-10 (¥)
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SOILS ENGINEER'S CERTIFICATE
1, fflEa .JAi DI A REGIS TfRW C/ Ylf
E:NGINE:E:R OF THE: STA TE: OF CALIFORNIA, Pl?INCIPALL Y DOING BU$1N[$S
IN THE: FIELD OF APPLIE:D SOILS ME:CHANICS. HfRfBY CE:RTIFY TI-IAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PRE:VALE:NT WITHIN THIS
SIT£ WAS MAD£ BY ME Off UNDER 1./Y DIR£CTION 8£TWE:E:N TH£ DA TE:S OF
QfCfMRfR 19 2000 AtJD...,WIUAl?Y J 2001 AND UPDATfD QtLEEBRUAffY 2J,
COPIES OF 2004, TWO COPIES OF TflE: SOILS l?E:POR T COMPILED l'ROM TflfS
WITH MY R[COMME:NDA TIONS, HAS BEE:N SUBMITTE:D TO IHE OFFICE OF THE:
CITY [NGINE:Eff. .. .•• .. • · '\ ···--
SIGNE:D: ,/_ ~-.-;:c_&,·-'<,'';l._,·~,..-;7_·"'·.,.) /"'----
P,E:. NO.: 4,_,,,_ ___ ._-_-_·· _______ _
UCENSE: fXPIRATION DATE: J-·.alL.Ll-:.06""------
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NOTE:.
TUE BEIIM'IS TO DE COMPACTED ·
IN-PLACE TO A RELATIVE COMPACTION
OF MIN, 90% OF THE MAXIMUM DENSITY.
•
{
CONSTRUCTION AT TOP OF ALL FILL SLOPES
EARTH BERM) DETAIL 0,
SEE CITY S'fD. GS-I-I DETAIL A
PAD eLEV.
l'Etr !'LAN
•
$WA E
l"INISN l"LOOtr
·t?.qf*tg~:;r•~-·;~_,
::61 ;~;;};{{:\\:,:_·~ ,:;::
S' MIN. I' NIN.
1.
2
4.
5.
0.
7,
8,
9.
10.
WORK TO BE DONE
Tiffi GRADING WORK SHALL CONSIST OF TIIE CONSlRUCTION OF ALL CUTS
AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION
CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND
PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS
AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WTTH THE
FOLLOWING DOCUMENTS. CURRENT AT nm TIME OF CONSlRUCTJON. AS
DIRECTED BY THE CITY ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. THE STANDARD SPECIFlCATIONS FOR: PUBLIC WORKS
CONSTRUCTION (GREEN BOOK).
S. SOILS REPORT AND RECOMMENDATIONS BY COMPACTION
ENGINEERING DATED JANI/ARY 3, 2001.
6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE
MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
7. CALIFORNIA STORMWATER QUAILITY ASSOCIATION, STORMWATER
BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND
THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP)
MANUAL.
LWD SEWER NOTES
LWOAPf'ROVAL OF THESE PLANS DOES NOTREUIE.VETHEAPPUCANT, PRIVATE ENGINEER
OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED DURING OR AFTER CONISTRUCTION.
ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
WASTEWATER DISTRICT .lWD SEWER §JANQAR:QS AND TO THE REQUIREMENTS OF THE
STANDARD SPEC!f)CAT!QNS FOR PUBLIC WORKS CQt:!STRUCJION {GREENBOOK)AND THE
REGIONAL STANQARQ DRAWIN~. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT
THE LWO SEWER STANDARDS GOVERN.
OSliA SAFETY ORDERS AND OSHA CONFINED SPACI: ENTRY REQUIREMENTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE
JOBSITE AT ALL TIMES.
THE CONTRACTOR SHAµ G.UARANTeE All WORK FOR A PERIOD OF ONE YEAR AFTER THE
DATE OF FINAL ACCEPTANCE BY LWO ANO SHALL REPAIR OR REl=>lACE ANY WORK THAT
MAY PROVE DEFECTJVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR
PERIOD WITHOUT ex.PENSE WHATSOEVER TO LWD.
PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL :SECURE A LWO PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 4!1 HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION.
APPROVAL OF THIS PLAN BY LWD OOES NOT CONSTITUTE A REPRESENTATION OF THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY
UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN tHE LIMITS OF THIS PROJECT.
AU REVISIONS TO DRAWINGS SHALL BE APPROVED BY THe LWD DISTRICT ENGINEER IN
WRITING PRIOR TO CONSTRUCTION.
CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE
DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM WORK BY THE LWO INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER,
ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGU!S TO THE SEWER MAIN
UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
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I 11.
12.
' A2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION
BY THE CONTRACTOR.
A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE
SHALL EXTEND UP TO A,2"' COPPER TAG TIED ANO SOLDERED TO THE WIRE. THE TAG OVER
THE SEWER MAIN SHALL TERMINATE 6~ ABOVE PAVING SUBGRADE WITH FINAL LOCATION
JUST BELOW PAVING. THE ·1AG OVER THE CUSTOMER ENO OF THE LATERAL SHALL EXTEND
ABOVE GRADE UNTIL CONNECTED ANO SHALL THEREAFTER BE BURIED AT THE POINT or
CONNECTION.
,t, Q .C! </.1 ,?' ..,,~
"DECLARATIOk OF RESPONSUILE C~ARGE"
• {ll,!1,..._ Ii d• ti, . .s:
<' ~ t.u,
C'"'.'~~ . . ~c
I HER[BY DECLARE Tl/AT , AM THE ENGINEER OF WORK FOR n:isPR~~c"f 'Is 7t't~rb t!,A1rcC:~c,WfoJ Rr;"°rf,f8J5s?;f1~G~Ni~dl!lsi&i~Nc:E, ~ND_ THAT THE DESIGN ,s
CONSISTENT WITH CVRRENT STANDARDS.
~--1G~ '-<I
, r UNDERSTAND THAT THE CHE:CK OF PROJECT DRA'MNGS AND SPECIFICATIONS BY TH£
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ACAD£MY CQNSUl TING CORORA 170N
ADDRESS; PUR ,C ?Jl, 31735 RHJERS/0£ QRIL'f
CITY. STA Tf:: L'K[ il.SI-., CL,£25,o . 7 TELEPHONE: (ll09) 245 1206 . ) 7'-
I
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BY· (C .. ijflf :;(~-z:/ ,/'
R.CE. NO.:
REGISTRAnON EXPIRATION OAT(;--1./l,J-,.;Jlll-~Oua. ____ _
RETAINING WALL-INFORMATION
( ) T.W. B.W. H(Ff)
I 428.25 427,50 0.75
2 427.75 424.25 3,50
3 425.75 422.75 3.00
4 424.00 422.00 2.00
5 422.00 421.0Q 1.00
NOTE:
I. RETAINING WALL IS NOT APART OF
11lIS GRADING PLAN.
2. Rh'T AINING WALL DESIGN SHALL BE
BY SEPARAIB PERMIT.
! I
SEC. "A-A"
SCALE: I" = 20' HORIZONTAL
!" = 20' VERTICAL
OWNER'S CTlR.TIFICATR.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGJNEER OR
GEOWGIST HAS BEEN Oil Wil.L BE RETAINED TO SUPERVISE OVER-
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE,
b-Y f..., R.. -
RICHARD TROESH
A OADEMY CONSULTI;GCORPORATION
PMB C-233, 31735 RIVERSIDE DRIVE
LAKE ELSINORE, CALIFORNIA 92530-4950
PH (909) 245-2100 FAX (909) 245-4211
i I
\
\
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N
VICINITY MAP
N.T.S.
13.
14,
15.
ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, ANO
TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR
FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL
OTHER UTILITIES AND UTILITY LATERALS.
ALL SEWERS AND LATERALS SHALL BE lN PLA.CE AND SHALL HAVE FINAL APPROVAl BY
THE LWD INSPECTOR PRIOR TO PAVING.
LEGEND
EXISTING CONTOURS ---...,_ _.
FLOW LINKS
DAYLJGHTLINF,S -•-• -• ....
CUT/FILL SLOPFS :r 1 T t ,
VEWCITV RimUCER(4"-8" ROCKS) 19'
RETAINING WAU. ----R.W,
PROPERTY LINE P.L.
PAD ELEVATION P.E,
SCALE: I"= 20' FINISHF,D FLOOR F.F'.
HIGH POINT H.P.
TOPOFWAl,L T.W.
ft
OWNER/DEVELOPER;
RICHARD lROESH
7159 SURFBIRD CIRCLE
CARLSBAD, CA 92009
(760)438-7350
SOURCE OF TOPOGRAPHY
,g f •
TOPOGRAPHY SHOWN ON TlffiSE PLANS WAS
GENERATED BY RICK ENGINEERING COMPANY,
35S7 KENYON STREET, SAN DIEGO, CA., DATED 2-
11-72. TOPOGllAPHY SHOWN HEREON CONFORMS
TO NATIONAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
LOT 718 OF LA COSTA MEADOWS UNIT NO. 4, IN
TIIE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA ACCORDING TO MAP THEREOF NO.
7367, FILED IN THE OFFICE OF TllE COUNTY
RECORDER OF SAN DIEGO COUNTY, JULY 19,
1972. ASSESSOR'S PARCEL NUMBER 2l5-450-0l-
OO. , .1 ,1 N.117 1313 j;,33° ob' lo''
BENCHMARK
DESCRIPTION: CENTER OF INTERSECTION ON
ARGONAUTA WAY, N25"30'00"E, AND LUCIENAGA
STREET, N64"l2'00"W. ON SOUTH .CORNER OF
PROPERTY.
ELEVATION: 409.5
u
NQTE:
SIDEWALK, PED RAMP AND DRIVEWAY TO BE INSTALLED
ALONG PROJECT STREET FRONTAGE PRIOR ,To TIIE
ISSUANCE OF BLDG PERMIT. DEVELOPER SHALL OBTAIN
A CITY RIGHT OF WAY PERMIT PRIOR TO CONSlRUC'.rlNG
SAID IMPROVEMENTS. · . ·
mmwQRK QUANTims:
CUT
Fll.L
IMPOII.T
REMEDIAL
395CU. YDS,
1110 CU. YDS.
ill5 cu. YDS,
620CU, YDS.
LEUCADIA WASTEWATER DISTRICT
Public Sewer System Approval
Approved by: L W D District Engineer
~.{u-.e~ . ,-/»lost ,1;teph L. Deering Date 1
R.C.E. 26314, Expires :I:
Dudek & Associates. Inc.
PLANNING DEPA~TMENT APPROVAL
WM" ~~&rk~ . (SI ED) ·
lllCHAEL J, HOLZMILLER, PIANNJNG DIRIJCTOR
POTIOMOFWALL U.W.
TOP OF CURB T.C.
· FLOW LINE F.L.
CENTERUNE .......... ,, .. ·•.,, C.L.
l. :!Jl!'I":.,,
{'!:: ,v.' 1' ~, ' '"':' ,.,
to \ ?·~:w r, ..
CONTACT NAME: RICHARD TROESH
(760)438-7350
DATE $~~ . (SIGNED)
. ' ~
DATE: b/io/ t,'f t-R::E-::-V:::IE:::-IJ-::E:::D-:B::-:-Y-:, ------------1
RECOMMENDED BY: S €:, \('fl A Q Uf, 6 S.ll 't
(PRINT NAME)
-.
~
INSPECTOR
. ,Jt~/os:
DATE
I---'--+--'--+• .. ----'---------....--.i---+--1----1----ll S1HEET / CITY OF CARLSBAD ~.
~~=~~E~N~G::IN;;'E;E:=R~IN::=G~DE~P=::A=R~TM=E==N~T~===-=LU==~
GRADING AND EROSION CONTROL PLANS FOR:
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAc
OTH[R APP~OVAL CITY APPROVAL
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TROESH R[SIDENCE
APPROVED -'Y ,
4 &e~vt;~· CITY ENGINEER k 23ss£XPiREs 12 31
WN BY: RQQ
CHKD, SY: .Jt.f'-
RVWD SY: .Jt.f',
PROJECT NO.
P004-01
LLOl'V 8. HUIIIIS
/-/f(o'd 05 ATE
DRAWING NO.
417-JA
0311-2178-GP·
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062204
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EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD TROESH
AT (760) 438-7350.
2. EQUIPMENT AND WORKilllS FOll EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY .
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE 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 RAINFALI.
5. THE CONTRACTOR. SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN
CIRCUMSTANCES WlllCH MAY ARISE.
6. THE CONTRACTOR. SHALL BE RESPONSffiLE AND SHALL TAKE
NECESSARY PRECAlITTONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TIIE PROIECT PERIMETER MUST DRAIN AWAY
FllOM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WO:RK!NGDAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
TIIE END OF EACH WO:RK!NG DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND
OTIIER DEBRJS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL ORA YEL BAGS SHALL BE BURLAP TYPE WITH '/4 INCH MINIMUM
AGGREGATE.
IL SHOULD GERMINATION OF HYDROSEED!lD SLOP!lS FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (911% COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF TIIB 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 THE ST AND ARD SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
I. 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 HEIOHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FDR IMPROVEMENTS (CONSTRUCTION
OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH
GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR
AS !IlGHL Y VISffiLE TO TIIE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TlfE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACOOROANCE WITH
THE FOLLOWING CRITERIA:
I. ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SlfALL BE IRRIGATED
BY HAND WA TERJNG FROM QUICK COUPLERS/HOUSE ams OR A CONVENTIONAL SYSTEM OF LOW
PRECIPITATION SPRINKLER HEADS PROVl[)]NG 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED
BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION
SPRINKLER HEADS PROVIDING IO0% COVERAGE.
2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS
APPROVED BY THE CITY ENGINEER, PRJOR TO HYDROSEEDING.
THE DEVELOPER SHALL SUBMIT A PROPQSED SCHEME TO
PROVIDE IRRJGATION TO TIIE CITY ENGINEER. TIIE PROPOSAL
SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND
COSTS OF THE EI.EMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOPISTURE LEVEL OF TIIE
SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
I. 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 ACRE OF E SCHOOL CIA CALIFORNICA.
d. 4 LBS. PER ACRE OF AC!IlLLEA MILLEFOLIA.
o. 3 LBS. PER ACRE OF AL YSSUM (CARPET OF SNOW).
f. ½ LBS. PER ACRE OF DIMORPHOLECA.
g. ITEMSc,d,e,AND fOFT!IlSSUBSECTION MAYBEOMITTED
ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED
IS NOT VISIBLE FROM EITIIER A PUBLIC STREET OR
RESIDENTIAL STRUCTIJRES.
h. ITEM A OF THJS SUBSECTION MUST BE INOCULATED WITH
A NITROGEN BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERJALS SHALL BE TRANSPORTED TO THE
JOBSITE IN UNOPENED CONTAINERS WITH TIIE
CALIFORNIA DEPARTMENT OF FOOD DNA AGRICULTURE
CERTIFICATION TAG ATTACHED TO OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO,
THE HYDROSEEO SLURRY AT THE DISCRETION OF THE
CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000
LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERJAL.
WHEN STRAW IS USED IT MUSTBE ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW
INTO THE SOIL.
3. FERffiIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
16-20-0, WITH 15% SULPHUR APPLIED AT TIIE RATE OF 500 LBS.
PER.ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
HYDROSEEDING BY:
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR. A
COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
b. lfARROWING AREAS 6:1-OR FLATTER THAT ARE
SUFFICIENTLY FRIABLE.
c. RlPPING AREAS THAT WILL NOT BREAK UP USING ITEMS
aORhABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR
PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A
DAMP BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADmSTMENT,
LEACfDNG OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEBDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS GROWTH UNTIL TIIB PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROIECT IS COMPLETED AND
ALL BONDS RELEASED.
ISTJNG GROIJND
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t4'MIII.
T J!!.BJ
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Pft0\JIO£ ..-prffQ;I~ TftANSIT10H
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WAY
STABIUZED CONSTRUCTION. ENTRANCE I
t. SET //IOSTS 1#11) txCA~rr A
4 l1Y f IN (10 fir tO CMJ 1l!ENCII UMI.OPC F1fOII N/0
ALONG TH£ UN! or POSrS.
2, STN'I.E ll!ltC F1JICINO ro
111!: POSTS.
SILT FENCE
-----
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a¥ ll!TWtE:N ollCS
ACT.S AS SPR.Lll'AY
GRAVEL BAGS
:s rr (o., 1t1) 1t1/N.
l'Olll1S A SHOULO II[ HICHt/f ~ l'OINT I
HAY BALE CHECK DAM 4
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J TEMPORARY COVER ON STOCKPILE
-~ \.
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SCALE: I"= 20'
19 ,p , • 10
Staple &
Bury Ends
PARTIAL SLOPE
PERSPECTIVE --.~
. . /, . . . . . /. . .
// /.-----1
Erosion Contr.Q!
Blanket '\ ., g
Staple
Staple &
Bury Ends
FULL SLOPE
Staple & Bury Ends
...+--Staple-See Note-1
. , ....
II GIJ-'GI:
SltEl STAPI.[
Overlap Edges . I
EROSION CONTROL BLANKEJ_(ON SLOPE) STAPLE;
NOTE 1: STAPLE AS PEI'! MANUFACTURERS RECOMMENDATIONS
'S ON CONTROL BLANKET ON SLOPE
N.T.S.
I
. ESTIMATED CONSTRUCTION QUANTITIES
CRUSHEDAGGREGATE 20 CU.YDS
.• GRAVEL BAGS 84 EA.
SILT FENCE 275 L.FT
FIBER ROLL 550 LFT
I.
l.
3.
4,
6.
7.
8.
18.
11.
THE CALIFORNIA REGIONAL WATER QUALITY CONTROL
BOARD EROSION AND SEDIMENT CONTROL METHODS;
(FIELD MANUAL EDITION 2002)
SURFACE ROUGHENING: TIIIS GRADING PRACTICE INCLUDES STAIR·
STEPPING, GROOVING, FURR.OWING, OR LEAVING SLOPES AND AI.L
DISTURBED AREAS, IN A ROUGHENED CONDITION DY THE EXCLUSION OF
FINE-GRADING. THESE STABILIZATION PRACTICES WILL BE USED TO REDUCE
RUNOFF . VELOCITY, PROVIDE SEDIMENT . TRAPPING, AND INCREASE
INFILTRATION, ALL OF WHICH FACILITATE THE ETABLISHMENT OF
VEGETATIVE COVER ON EXPOSED SLOPES. SURFACE ROUGHENING IS
REQUIRED ON ALL SLOPES STEEPER THAN J:l AND IS RECOMMENDED FOR
OTHER EXPOSED SLOPES. .
TEMPORARY SEEDING: SEEDING OF APPROPRIATE RAPIDLY GROWING
ANNUAL PLANTS WILL BE USED TO ESTABLISH A TllMPORARY, STABILIZED
VEGETATIVE COVER ON DISTRUBED AREAS THAT WILL NOT BE BROUGHT TO
FINAL GRADE FOR PERIODS OF 30 DAYS TO 1 YEAR.
PERMANENT SFJWING: SEEDING OF APPROPRIATE RAPIDLY GROWINO
PERENNIAL PLANTS WILL BE USED TO ESTABLISH A PERMANENT, LONG-
LIVED VEGETATIVE COVER ON DISTURBED AREAS THAT REQUIRE SUCH
COYER TO STABU..IZE THE SOIL.
MTTUJJJNfr THJS STABILJZATION TECHNIQUE IS TIIE APPLICATION OF PLANT
RESIDUES OR OTHER SUITABLE MATERIAL (STRAW, WOOD SHAVINGS) TO
DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW ·
. YEI.OCITIES MULCHING FOSTERS VEGETATIVE GROWTH BY INCREASEING
AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME
HEAT OR COLD. IT IS APPLICABLE. TO ALL SEEDING OPERATIONS, AREAS
THAT CANNOT BE SEEDED DUE TO THE SEASON AND AS AN ADDITION TO
OTHER GROUND COVERS TIMT DO NOT PROVIDE ADEQUATE SOIL
I'ROTECTION DY TIIBMSEL YES.
nusr CONTROL: THE REDUCTION OF SURFACE AND AIR MOVEMENT OF
DUST DURJNG LAND DISTURBANCE, DEMOLITION, OR CONSTRUCTION WILL
BE USED IN AREAS SUBJECT TO DUST PROBLEMS TO PREVENT SOIL LOSS AND
REDUCE TIIB PRESENCE . OF POTENTIALLY HARMFULL AIRBORNE
SUBSTANCES.
SAFETY FENCE; A PROTECTIVE BARRJER WILL BE INSTALLED TO PREVENT
ACCESS BY THE PUBLIC TO AN EROSION CONTROL MEASURE. THIS
STRUCTURAL. PRACTICE IS APPLICABLE TO ANY CONTROL MEASURE OR
SERIES. OF MEASURES THAT CAN BE CONSIDERED UNSAFE BY VIRTUE OF
POTENTIAL ACCESS BY THE PUBLIC.
TEMPORARY ROCK CONSTRUCTION ENTRANCE; AT THE POINTS OF
VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE, A STABILIZED
IRREGULAR ROCK I'AD (3 TO 4 INCHES) WITH A FILTER FAHRIC UNDERLINED
WILL BE USED TO REDUCE TIIB AMOUNT OF MUD TRANSPORTED ONTO
PUBLIC ROADS AND OTHER PAYED AREAS.
OUTLET PROTECTION: THE INSTALLATION OF PAYED AND/OR RIPRAP
CHANNEL SECTION AND/ORSTILLING BASINS BELOW STORMDRAINOUlLETS
WILi. BE USED TO REDUCE EROSION FROM.SCOURJNG AT OUTLETS AND TO
REDUCE CONCENTRATED STORM WATER FLOW VFLOCITIES.
Sll.T FENCEIFil.TER BARRIER: THJS TECHNIQUE USES A TEMPORARY
SEDIMENT BARRIER CONSISTING OF A FILTER FABRIC STRETCHED ACROSS
AND ATTACHED TO ENTRENCHED SUPPORTING POSTS. THERR ARE TWO
TYPES: I) nm SILT FENCE IS A TEMPORARY LINEAR FILTER BARRIER .
CONSTRUCTED OF SYNTHETIC FILTER FABRJC, POSTS, AND POSSIBLY A WIRE
FENCE FOR SUPPORT; AND 2) THE FILTER BARRIER IS .CONSTRUC1"ED OF
STAKES AND DUR.LAP OR SYNTHETIC FILTER FABRIC.
FIBER ROLL BM>RJER; A TEMPORMY SEDIMENT BARRIER CONSISTING OF A
ROW OF ENTRENCIIBD AND ANCHORED FIBER ROLLS WILI. BE USED TO
INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED
AREAS, AND TO DECREASE TIIE VELOCITY OF SHEET FLOWS AND I.OW-TO•
MODERATE LEVEL CHANNEL FLOWS. THJS STRUCTURAL CONTROL IS
APPLICABLE BELOW DISTIJRBED AREAS SUBJECT TO SHEET AND RILL
EROSION, AND NOT INTENDED FOR USE IN LIVE STREAMS OR IN SWALES
WHERE TIIERE IS A POSSIBILITY OF A !IlGH FLOW AND WASHOUT.
STOCK PILE COVER; A TEMPORARY OR PERMANENT COVER WILL BE USED
TO PREVENT RAINFALL FROM CONTACTING STOCKPILES. THE COVER MAY
CONSIST OF A PLASTIC SHEETING HELD IN PLACE BY BALLAST TO PROTECT
AGAINST WIND, OR TT MAY BE A MORE PERMANENT STRUCTIJRE, SUCH AS A
STORAGE SHED OR ANY ROOFED STRUCTURE. ·
TROESH RESIDENCE A OADEMY CONSULTINGCORPORATION
PMB C-233, 31735 RIVERSIDE DRIVE
LAKE ELSINORE, CAUFORNIA 92530-4950
APPR,OVEO dr LLOYD B. HUBBS
l---+---+----'-----------1---t--l---t-~£4~e~ef~-~·~~@2~~~~~-~~~-°'------4~~1
CITY ENGiiER PEiIBii9ExPJRES 12 31 o:i'" DATE
PH (909) 245-2200 FAX (909) 245-4211 OAT!: INITIAL
ENGINEER OF WORK
I ,
REVISION DESCRIPTION
I
I
. OAT( INITIAL OAT( INITIA(
OTHER APPROVAL CITY APPROVAL
DWN BY: ROD
Cl'!KD, BY: ,]If:
RVWO BY: JU,,
PROJECT NO.
PD04-01
DRAWING NO.
~17-JA
062204
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