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HomeMy WebLinkAboutDWG 440-3A; PIP 05-19; BRESSI RANCH LOT 16; 01-08i
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-,---,.. •'Ii 1-ji':·:·:t . . · . . . . L!illL~. ,----------------------------------------------------------------------------------------------------.a· GRADING NOTES
{IN AD0ITION TO THE R£QUIR£M£NTS OF CHAPTER 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS Pi.AN SIJPERSEO£S All OTHER PLANS PREVIOUSLY APPR0V£D BY THE CITY
OF CARLSBAD R£GAROING GRA0ING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS Pt.AN DOES NOT LESSEN OR WA/V,: ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£. RESOLUTION OF CON0/7/0NAL AP."R0VAI. CITY
STAN0AR0S OR OTHER AD0IT/0NAL DOC/JM£NTS USTED HEREON AS THEY MAY
PERTAIN TO Tl/IS PR0£CT. TH£ £NG/NEER IN R£SP0NS/8LE CHARGE SHALL
REVISE THESE Pi.ANS WH£N NON-CONFORMANCE IS 0/SCOVEREO.
.l CITY APPROVAL OF Pi.ANS DOES NOT R£U£V,: 111£ 0£V£LOP£R OR £NGINE£R-OF-
WORK FROM R£SPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS
0/SCOVERED 0UR/NIJ CONSTT?/JCTI0N. ALL Pi.AN REVISIONS SHALL 8£ PR0MP'TLY
SUBMITTED TO THE CITY ENGINEER FOR AP."R0VAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY £NGIN££// l!fLL 8£ REQUIRED FOR ANY
WORK IN TH£ P/JBLIC RIGHT OF WA Y. PRIOR TO PERMIT ISSUANCE. A
CERT/FICA 7f Of INSURANCE M/JST 8£ Rl£D NAMING TIIE CITY OF CARLSBAD AS
AN A00ITIONAL INSURED ON TH£ PERMITTEE'S Pa.ICY IN THE MINIMUM AMOUNT
OF l1, 000, 000. 00 FOR EACH OCC/JRR£NCE Of UA8/U[Y. THE INSURANCE
COMPANY WR/TIN(; THE POLICY MUST HAI£ A RATING OF 'A' AND A SIZE
CATEGORY OF ct.ASS VAS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. IINLESS EXEMPTED BY SECTION J01.(b)5 OF THE IINIFORM BU/WING COO£,
RETAIN/NIJ WALLS O/JTSl0£ OF PUBLIC RIGHT OF WAY REQUIRE SEPARA le
PERM/ TS FROM Tl/£ 8UIWINIJ 0£PARTM£N T.
d. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAI£ 8££N OBTAINED FROM
THE CITY AND OTHER APPROPR/A 7f AGENCIES.
7. APPROVAL OF THESE Pt.ANS BY THE CITY £NG/NEER OOES NOT AUTHORIZE ANY
WORK OR GRAOING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRAOIN(; PERMIT HAS 8££N ISSUED.
8. NO R£VIS/ONS HfLL BE MAD£ TO !HES£ Pi.ANS IIITHO/JT THE WRITTEN APPROVAL
OF TH£ CITY ENGINEER, NOTED IIITH/N THE REVISION BLOCK. ON THE
APPROPRIA 7f SHEET OF TH€ Pi.ANS AND TH£ Tl'TLE SHEET.
~ ORIGINAL DRAIIINGS SHALL BECOME THE PR<PERTY OF THE CITY UPON 8£/NG
SIGNED 8 Y THE CITY ENGINEER. .
10. TH€ ORIGINAL 0RAIIING SHALL 8£ REVISED TO R£FIECT AS-811/LT CONOITIONS er THE £NGIN££R-OF-WORK PRIOR TO RNAL ACCEPTANCE OF TH€ WORK BY THE
CITY.
11. ACCESS FOR RRE AND OTHER DJ£RG£NCY VEHICLES SHALL BE MAINTAINED TO
111£ PRO.£CT Sl7f AT ALL TIMES OUR/NG CONSTRUCTION.
12.. MIER£ 11?£NCHES AR£ flllHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
Of: (A) SUMMARY SH££T. (B) LABORATORY WORK SH££TS ANO {c) COMPACT/ON
CURl£S, SHALL BE S/J8M/TTED er A PROFESSIONAL £NG/NEER OF !He STA le OF
CAUFORN/A, PRINCIPALLY DOING BUSINESS IN THE FIElO OF APPL/£{) SOILS
MECHANICS. 111£ SOILS REPORT llfLL BE S/J8MITTE0 TO THE CITY £NG/NEERING
INSP£CTOR 'ltfTHIN mt, WORKING DA I'S OF Tl/£ COMPLETION OF FIElO TESTS.
1.l A SOILS COMPACT/ON REPORT AND COMPUANCE Vl::R/RCATION REGAR0/N(;
A0H£RE:NCE TO RECOMA([N0A TIONS Olln.lN£D IN THE SOILS REPORT IS REQUIRED
PRIOR TO TIIE ISSUANCE OF A 8/JIL{)/NG PERMIT. ALL CONTT?OI.LED GRA0ING
SHALL 8E OONe UNO£R THE 0/RECTION OF A PROFESSIONAL £NG/NEER OF THE
STA TE OF CALIFORNIA PRINCIPALLY DOING 8/JSIN£SS IN TH£ RRD OF APPLIED
SOILS MECHANICS. ALL fllL OR Fl.Ill/RE Rll AREAS SHALL Be CONSTT?/JCTED IN
ACCOR0ANCc 111TH THE CITY OF CARLSBAD STAN0ARD SPECIF/CA l/ONS AND THE
• £ARTI/WORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INV£STIGA TION. DA/1,,Y RRD COMPACTION REPORTS fllLL 8£ SIIBMITTED TO THE
PROJ£C T INSPECTOR.
1,f, A PRECQNSTRUCIIQN Mff/lNG SHALL BE HEI.D Ar THE SITE PR/QR TO TH£
BEGINNING OF UK ANO SHAii B£ A U[NDF0 BY All 8EPR£SFNTA Ill/£$
RESPONSIBI.E FOR C0NS7RIJCT/0N. INSPECTION. SIIPERVISION. TESTING AND AU
QTHfll ASPfCTS (£ Tllf tttJR/f'. TH£ CONTT?ACT0R SHALL REQUEST A ,
PR£CONSTT?UCTION M££TINIJ BY CALUNG TH€ INSPECTION UN£ AT (160) .,J8-J891
AT LEAST RI£ (5) WORKING 0A I'S PRIOR TO STARTING CONSTT?UCTION. TIIE CONTRACTOR
l!fl.L TH£N BE CONTACTED BT THE PROJ£CT INSPECTOR TO COOR0INA TE A DA TE AND
TIM£ FOR THE PR£C0NSTT?UCTION MEETING. APPR0V£D DRA/WNGS MUST 8£ AVAILABLE
PRIOR TO SCHE0/JLING. THE GRADINIJ PERMIT llfLL 8E PROVIO£D BY THE PR0£CT
INSPECTOR AT TH€ MEET/N(;.
15. All INSPECTION R£0//£STS OTHER THAN FOR PR£CONSTT?/JCTI0N MEETING /!fLL Bf
MADE BY CAIi/NG THF £NG/NEERING 24 HOUR /NSP£Cl/ON REO/JFS[ /INF AT
{760) 4J8-J891, INSPECTION REQUESTS MUST BE R£C£1W PR/OH TO 2:00 eu.
ON THE DAY 8£FORE THE INSPECT/ON IS N££1)£0, INSPECTIONS UflL 8£ MAD£
THE NEXT WORK DAY UNLESS YO/I REQUEST OTH£RfllS£. R£QU£STS MAO£ AFTER 2: 00 P.M. /!fl.L BE SCHED/JlED FOR mt, FULL WORK 0A IS LA TER.
16. TH£ 0/11'1£R AND/OR APPLICANT THR0/JGH TH£ 0£VElOP£R AND/OR C0NTT?ACTOR
SHALL [)£SIGN, CONSTT?UCT AND MAINTAIN ALL SAFETY 0£VIC£S, INCL/JO/NG
SHORING, AND SHALL BE SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAi.
STA7f AND FEDERAL SAFETY ANO HEALTH STANDARDS, LA~ AND REGULATIONS.
17. TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6105 BY SU8MlmNG
A DETAIL PLAN TO THE CITY £NGIN££R ANO/OR CONC£RN£0 AGENCY SH0W/N(;
TH€ 0£SIGN OF SHOR/NI), BRACIN(; SLOP/N(; OR 0THfR PROVISIONS TO 8£ MAO£
OF WORKER PROTECTION mOM TH€ HAZARD OF CA V/NG GROIJNO DIIRING TH£
£XCAVA T/0N OF SUCH TRENCH OR TRENCHES OR D/JR/N(; TH€ PIP£ INSTALLATION
THEREIN. THIS Pi.AN MIIST 8£ PREPARED FOR ALL TRENCHES RI£ FEET {5') OR
MORE IN OEPTH AND APPR0Vl::D BY TH£ CITY £NG/NEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IE THE PIAN VARIES FRQ!J lllf SHORING S>SIFAI
STANDARDS ESTABLISHED BY THE CONSTR/JCTION SAFETY 0RO£RS. 7171..E 8 CAUFORNIA ADMINISTT?A T/1£ CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXP£NS£, A COPY OF THE OSHA
EXCAVATION PERMIT /JUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO £XCA VA T/0N.
18. NO BLASTINIJ SHALL 8£ PERFORMED UNTIL A VALID BLASTINIJ PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR 81.ASTING
PERMIT Ml.t IN ADVANCE CF TH£ SCHEDULING CF 81.AS!lNt; OPERA llONS.
19. IF" ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOl.f'RE0 /'I/THIN ANY WORK AREA
0{)R/N(J CONSTT?UCTI0N, OPERATIONS llflL CEASE IMMEDIA TRY. ANO Tl/£
P£R/J/TT££ /11LL NOTIFY THE CITY £NG/NEER. OP£RA TIONS li?LL NOT RESTART
UNTIL THE P£RMITTE£ HAS R£CE/V£D WRITTEN AUTHORITY FROM TH€ CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CON0UCTED ON TIIE Sl7f OR A0JACENT THERETO, INCLU0/N!J
WARMING /JP, REPAIR, ARRIVAi. DEPARnJRE OR OPERATION OF TT?UCKS.
EARTHMOVING EQUIPMENT, CONSTT?/JCTION EQIJIPM£NT AND ANY OTHER ASSOC/A TED
GRA0ING £QUIPM£NT SHALL 8£ LIM/TEO TO THE PER/00 8£rna:N 7:00 A.M. AND
SUNSET EACH 0A Y, M0N0AY THRU FRIDAY AND NO £ARTHM0VIN(; OR GRAO/N(;
OPERA TIONS SHALL 8£ CON0UC7£0 ON l!f;£K£N0S OR HOU0A YS. (A LIST OF Cl TY
HOL/f)A>S IS AVAILABLE AT THE £NGINEER/N(; 0£PARTI.IENTCOUNfER.)
21. All WF-SITE HAUL RO/JTES SHALL 8£ S/J8M/TTED BY THE CONTRACTOR TO ll/£
CITY ENGINEER FOR APPROVAL lJl'O AJLL WORKING DA IS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASlE' MA IFRIAL SHALL BE
OEPOSITED Ar; A SITE APPROVED BY TH£ CITY £NGIN££R. lYF CONTRACTOR
SHALL 8£ RFSPONS!BLE FQ8 ANY DE1111/S 08 DAMAGE OCCURRING ALONG lllf HAUL
R0/JTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION.
2.l BRIISH SHALL 8£ R£M0Vl::D ONLY flllHIN THE AR£A TO BE GRADEO. NO TREES AR£
TO BE REMO V£D /JNLESS SPECIRCALL Y NO 7£0 ON TH£ PLAN.
24. ALL AREAS SHALL 8£ GRADED TO 0RAIN. GRAOIN(; R£SUL TING IN TH€ PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND 0/TCHES SHALL HA VI: A
MINIMUM ON£ PERCENT SLOP£.
CONTRACTOR'S NOTE
25. TH£SE PLANS ARE SUBJ£CT T() A SIGNED ANO APPR0'BJ SET· OF EROSION
CONTT?a. PLANS. EROSION CONTT?OI. SHALL 8£ AS SHOWN AND AS APPR0Vl::D BY
THE CITY £NG/NEER OR AS 0/R£C7£D BY TH€ PR0£CT INSPECTOR.
26. ALL SLOP£$ SHALL 8£ TRIMMEJJ TO A RN/SH GRA0£ TO PRODUCE A UNIFORM
SURF:AC€ AND CROSS SECTION. THE SITE SHALL 8£ LE:FT IN A NEAT ANO
ORO£RLY CONDITION. ALL STONES. ROOTS OR OTHER OEBRIS SHALL BE RQ(0Vl::D
AND DISPOSED OF AT A SITE APPROV£D OF BY THE CITY ENGINEER.
27. ALL SI.OPES SHALL BE /RR/GA 7£0, STA8/LIZEO, PLANTE0 ANO/OR H'tVROSEf0£{)
l!fTH/N TEN {10) DA IS OF TH£ TIM£ WHEN EACH SLOP£ IS 8R0/JGHT TO GRA/}£
AS SHOWN ON THE APPR0Vl::D GRAOIN(; Pt.ANS.
28. LANOSCAPINIJ SHALL 8£ ACC0MPUSHE0 ON ALL SLOPES ANO PADS AS R[QII/R£0
8 Y TH£ Cl.TY OF CARLSBAD LANDSCAPE MANUAi. TH€ LANDSCAPING PLANS FOR
THIS PR0£CT; 0RAWING NO. 440-.JI. AND/OR AS 0/REC7£0 BY TH£ CITY
ENGINEER OR PLANNINIJ 0/RECTOR.
29. TIIE 0WN£R/APPt.lCANT SHALL INSURE THAT All C0NTT?ACroRS SHALL COOR0IN,117£
THE HVRK OF TH£S£ GRADING Pl.ANS /!fTH THAT SHOWN ON BOTH THE LAN0SCAPE
AND IRRIGA T/0N Pi.ANS ANO THE IMPR0Vl::M£NT Pl.ANS AS REQ/JIRED FOR THIS
WORK IN ACCORDANCE /If TH THE LANDSCAPE /JAN/JAL TIM£ R£Q/J/REM£NTS.
JO. STORM 0RA/N PIP£ SHALL 8£ R£/NFORC£D CONCRETE PIP! 111TH A MINIMUM
0-L0AD OF l,J50. FOR PR/VA TE STORM DRAIN PIPES. /JP TO 15" P~ MAY 8£
UTILIZED PR0VIO£D OEPTH IS LESS THAN 15 FEET AND BACKFTLL£D llfTH J/,f,"
ROCK PER SDRSD S-., TYPE •c• AND PIPE MEETS ASW STANDARD J0J# FOR
SDR 35 SOI.ID WALL PIP£.
Jt. ltlf£R£ AN EXISTING PIP£ LIN£ IS TO 8£ ABAN0ONED AS A R£SUI. T OF TH€
GRAOIN(; OP£RA TION, IT SHALL 8£ REM0Vl::D 'ltflHIN ntf:NTY F££T OF 811/LDIN(;
OR STT?EET AREAS AND R£Pf.AC£D 111TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS TH£ PIP£ HfLL 8E PLUGGED fllTH CONCRETE OR REMOVED AS APPR0V£D BY
111£ CITY ENGINEER.
J2. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTINIJ FACIUTIES
(AB0V,: (;ROIJND AND UNOER GROUND) fllTHIN TH£ PRO£Cf Sl7f S/JfflC/f:NTL Y
AHEAD OF GRAOING TO PERMIT THE REVISION OF THE GRADING Pt.ANS IF IT IS
FOUND THAT THE ACnJAL LOCATIONS AR£ IN CONfl/CT /KTH THE PROPOSED
WORK.
J.l THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANlf:S (SE£ BELOW) AT
LEAST 2 AJLL WORKING 0A>S PRIOR TO STARTING GRAOING NEAR THEIR
FACILITIES AND SHALL COOR0INA TE TH£ WORK fllTH A COMPANY R£PR£S£NTA llV£.
UNO£RGRO/JND SERVICE ALt:RT (800}422-4f3J
S0G&E (160)480-16#7
S.8.C. (800)892-0125
AO£/.PH/A CABLE COMMUN/CATIONS (76d).,J8-1141
CITY OF CARLS8Ao{STRE£TS .t STORM DRAIN) (76d).,J4-2980
•CARLSBAD MINIC/PAL WA /FR {)/STRICT {SIW?, WTR, .t R£a. WTR)h16m.,J8-2722
• SAN Dl£GU!TO WA7£R 0/STT?ICT 160 753-11"5
•LE/JCA0IA WASTEWATER DISTRICT 160 15.J-0155
• VALLECITOS WA /FR 0ISTT?ICT . (160)144-0460
• 0/./Vl::NHAIN WATER 0/STT?ICT {?60)153-6466 ,-
' BU£NA SANITATION 0/STT?ICT (160)126-1J40
!IIS APPROPR/A 7f
J,f, PERMIT COMPt.lANC£ R£Q/JIREM£NTS:
A. FQ8 C0NTT?OLLEO G8A,Jftfi-THE APPt.lCANT HIRES A Q'l-l £NGINE!R.
S0/1.S £NGINEE:R, ANO 'OR GEfXOGIST TO GIi£ TECHNICAL AO VIC£.
0BSERV,: AND CONTROL THE WORK IN PROGRESS /15.1/J.12DA.8j
CARLSBAD MUNICIPAL CODE.
8. PRIOR TQ ANAL APPROVAL OF A GRADING PERI.II[-TH£ FOLLOIIIN/l
REPORTS MUST 8£ SUBMITTED TO TH€ CITY £Nr;/NE£R VIA Tl/£
PR0£CT INSPECTOR /15,16.120A.10/ CARLSBAD MUNICIPAL CODE:
(1) RNAL REPORT BY SUPERVISING GRAOING £NG/NEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTT?Ol. SLOP£ Pi.ANTINIJ
AND IRRIGATION AR£ INSTALLED IN CONFORMANC£ fllTH CITY
COO£ AND TH£ APPROV£D Pi.ANS (OBTAIN SAMPL£ OF COMPUANCE
L£rTER FROM CITY £NGIN££RINIJ DEPARTMENT).
{2) AS-8/JIL T GRAD/NIJ PLAN.
(J) REPORT FROM TH€ SOILS £NGIN££/?, lt1-/ICH /NCiUO£S
R£COMM£NO£D SOIL 8£AR/N!J CAPACIT/£S. A STA TE/,1£NT AS TO
111£ £XPANS/1£ QUALITY OF TH€ SOil. AND S(}MIJARIES OF
R£1.D ANO LABORATORY TESTS. TH€ REPORT SHALL ALSO
INCL /JOE A STA TEM£N T BY TH£ SOILS £NGINt:£R THAT 111£
GRADINIJ WAS DONE IN ACCORDANCE /!fTH THE RE(}IJ/R£MENTS AND
R£C0MM£N0A TIONS 0/J'TLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SIJPPLEM£NTS THERETO.
(~) REPORT 111TH AS-BUILT GEOLOGIC PLAN. IF R£QU!Rf0 BY TIIE
CITY.
35. UNLESS A GRA0/N(; PERMIT FOR THIS PRO£CT IS ISS//£D /!fTH/N 0Nc (1)
l'E"AR AFTER TH£ CITY ENGINEER'S APPROVAi. !HES£ PLANS MAY 8£ R£Q/J/R£0
TO 8E R£S/J8M/ TTED FOR PI.ANCHECK. PI.ANCHECK F££S Ufll 8£ REQUIRED FOR
ANY S/JCH RECHECK.
J6. TH£ SOILS REPORT Tl'TL£D REPORT OF GE0TECHNICAL /NV,:STIGAT/ON
· PROPOSED OFFIC£ 8/JILDINGS BRESSI RANCH LOT 16
PREPARED 8Y: S0/JTHERN CALIFORNIA GE0TECHNICAL INC. 0A TED: 09/2J/Q5
ALL GRADING SHALL 8£ D0Nc IN ACCOR0ANCE flllH THE R£COMM£N0A T/0NS
SPEC/RCA !IONS CONTAINED IN SAID SOILS REPORT.
LEGAL DESCRIPTION
LOT 16 OF CARLSBAD TT?ACT CT-02-15, MAP NO 14960
TH£ CALIFORNIA COORD/NA "ff INDEX CF THIS PRO.£CT IS:
625-1986
SOILS ENGINEER'S CERTIFICATE
( ROBERT G. TRAZO , A R£GISTER£0 G£0TECHNICAL
£NG/NEER OF TH€ STA 7E' Of CALIFORNIA, PR/NC/PALLY 0OINIJ DUS/NESS
IN THE RELD OF APPl./£D SOILS MECHANICS. HEREBY CERTIFY THAT A
SAMPUNG AND SnJ0Y OF THE SOIL CONDITIONS PREVALENT llflHIN THIS
SIie WAS MAD£ BY M£ OR UNO£R MY 0/RECTION, PER SOILS RE.PORT 0A leD
DECEMBER 2~ 2004
mt, COPIES OF TH£ SOILS REPORT COMPILED FROAI THIS STV0Y. llfTH MY
REC0MMEN0A ''f' HAS 8,]N S 'MITTED TO THE OFRCE OF THE CITY
ENGINEER. ~
SIGNED: '
R08£RT G. TRAZ0
2655
DAie:
LICENSE EXP/RAT/ON DA TE.· 12-Jt-06
CELSOC
Consulting Engineers &
Land Surveyors of Californla Section 4216 of the Government
SPECIAL NOTES ,
' TH£ FfXL0IIING NOTES ARE" PR0V/0£0 TO GIVE 0/RECT/0NS ,TO THE CONTT?ACTOR
BY TH€ ENGINEER OF WORK. TH£ CITY £NGINEER'S SIGNA ll/8[ ON THESE Pt.ANS
00£5 NOT CONST/nJTE APPROVAL OF ANY OF THESE NOTES. AND THE CITY IIILL
NOT 8£ RESPONSIBLE FOR THOR ENFORCEMENT.
T. NO Tl/ER TIIE 0111'1£R NOR TH€ ENGINEER OF WORK llfLL £NF ORCE SAFETY A([ASURES
OR REGULATIONS. THE CONTT?ACTOR SHALL DESIGN, CONSTR/JCT AND MAINTAIN ALL
SAFrTY 0£VIC£S. INCLU0IN(; SHOR/N(;, AND SHALL 8£ SOI.ELY R£SP0NSIBL£ FOR
CONFORM/NIJ TO ALL LOCAi. STA 7f AND F£0£RAL SAFETY AND HEAL TH STANDARDS.
LA /IS AND R£G/JLA T/0NS.
2. LOCATION AND £££VAT/ON OF IMPROV£M£NTS TO BE MET BY WORK TO 8£ 00NE SHALL
8£ CONFIRMED BY RELD A([ASIJR£M£NTS PRIOR TO CONSTRIJCT/ON OF NEW WORK.
.I BEFORE EXCAVA TIN(; FOR Tl/IS CONTT?ACT. VFR/FY LOCATION OF UNO£RGR0/JN0 11711./71£S.
THE EXISIFNCE AND LOCATION OF ANY UNO£RGROUND UTILITY PIPES OR STT?UCTURES
SHOWN ON TH£SC PLANS HAS 8££N OBTAINED FROM AVAILABLE R£CORDS ONLY AND /JAY
NOT R£fl.£CT ALL EXIST/N(; /JTILIT/£S. LOCATIONS OF ALL EXISTING UT/UT/ES SHALL 8£
CONRRMEJJ BY FIElO M£AS/JREM£NTS BY CONTRACTOR PRIOR TO CONSTT?UCTION OF WORK.
4. CONTT?ACTOR IS R£QU/R£D TO TAK£ PRECA/JT/0NARY MEASURES TO PR07£CT TH€ 11711.JTY
LINES SHOWN HEREON AND ANY OTHER EXISTING UNES NOT OF RECORO OR SHOWN
ON THESE PLANS.
5. WHERE TT?ENCHES ARE ADJACENT TO FIJnJRE BUILDING SITES, SOILS REPORTS SHALL BE
SUBMITTED TO THE ENGINEER OF WORK BY A QUAURE0 SOILS ENGINEER Ml/CH CERTIFY"
Tl/AT TR£NCH BACKRLL WAS COMPAC7£0 AS DIRECTED BY TH£ SOILS ENGINEER IN
ACCOROANCE 111TH TH£ ON-SITE EARTHWORK SPECIF/CATIONS.
• AS 0£F/N£D IN ANO UM/TED IN SECT/ON 61J5.5 OF THE 8/JSIN£SS AND
PROFESSIONAL COO£ OF CAUFORNIA.
6. SAFrTY FENCES SHALL 8£ PROVIO£D BY TIIE CONTRACTOR WH£RE R£0/JIRED BY THE
Cl TY ENGINEEft
7. 0/JR/NG ACT/I£ CONSTT?UCTION, AREAS SHALL BE WA TEREO TO R£DUCE FUGIT/VI: OUST.
8. CONTT?ACTOR TO ADJIJST ALL PROPOSED AND EXISTING FACILITIES TO GRAO£.
9. CONTRACTOR TO R£M0V£/k£PLAC£/RELOCA TE All £X/ST/NIJ
FACILIT/£S REQUIRED TO INSTALL PROPOS£!) IMPROV£MENTS.
10. CONTRACTOR TO R£MOV£/1?£Pf.AC£//?El0CA TE ANY LAN0SCAPIN!J/HAR0SCAPIN(J /t11/CH
CONFLICTS IN ANY WAY 111TH THE /NSTALLA TION OR PROPER FUNCTIONING OF TH£
PROPOSED IMPROVl::M£NTS.
11. ALL PROPOSED STORM DRAIN FACI/Jll£S AR£ PRIVATE UNLESS OTHER/HS£ NOTEO.
12. REFER TO ARCHITECT'S Pi.AN FOR HAR0SCAPE LAYOUT .t SPEC/RCA TI0NS.
I.I FOR LAN0SCAP£ AND IRRIGATION IMPR0V£MENTS SC£ 0WG NO. 440-Jl.
1,f, TIIE CONTT?ACTOR SHALL 8£ RESPONSIBLE FOR Vl::RIFY!NG THE QUANTITIES SHOWN HEREON
AND BALANC/N(; THE EARTHWORK ONSITE. IF DISCREPANC/£S ARIS£, THE ENGINEER OF WORK
SHALL PROV/OE AREAS OF ADJIJSTM£NT TO THE CONTT?ACTOR. WHERE TT?ENCHES ARE /!flHIN
£ASEM£NTS, STT?EETS, OR 10' OF ANY ANY BUILDING, SOILS REPORT SHALL 8E SUBMITTED TO
TH£ £NGIN££!? OF WORK BY A QUAUR£D SOILS £NGIN£t:R WHICH INDICA7£S THAT THE
TRENCH BACKFILL WAS COMPACTEO UN/J£R THl OBSERVATION C1" THl SOILS ENGINEER AND
IN ACCOR0ANCC lttlH TH£ £AR TH WORK SPECJFlCA TIONS. .. -
15. TH£ CONTRACTOR SHALL 8£ R£SPONS/8LE TO INS/JR£ THAT ALL !I.OPES ARE BU/1.T IN
ACCOR0At(C[ IHTH THESE PLANS. IF THERE IS ANY Q//£ST/ON R£GARD/NIJ THESE Pt.ANS OR
RELD STAKES, THE CONTT?ACTOR SHALL R£QU£ST AN INTERPRETATION BEFORE 00/NG ANY
WORK BY CALLING THE ENGINEER AT {858)695-JJ44. .
16. TH£ CONTRACTOR SHALL IJNCOVER ALL /JTIUT/£S Tl/AT MA YB£ JOINED, CROSSED, OR
PARALLEl. TO Vl::R/FY 80TH HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO ANY
CONSTT?/JCTI0N. ANY C0NFI./CT OR 0/SCREPANCY SHALL 8E BRO/JGHT TO TH€ ENGINEER'S
ArTENTI0N PRIOR TO CONSTRUCTION. 0TH£R/11SE THE CONTT?ACTOR ACCEPTS AJLL
R£SPONSl8/l/TY FOR ANY AD{)/T/0NAl CONSTRUCT/ON OR RELOCA T/ON COSTS.
17. THE C0NTT?ACTOR SHALL BE R£SP0NSIBL£ FOR LOCATING, MAINTAINING, RELOCATING, Al'{D OR
REMOVAL OF EXISTING UTILIT/£S.
18. THE CONTRACTOR SHALL R£PI.ACE ALL 0£STT?O'rr0 OR 0AMAGED SURFACE IMPR0V£M£NT l!fTH
IMPROV£M£NT £QIJAL OR SUPERIOR.
PROJECT LOCATION
Tl/IS PRO£CT IS LOCA /FD l!fTHIN ASSESSORS PARCEL NUMBER:
21J-f20-02
TH£ CAUF0RN/A COORDINATE /NO£X OF THIS PR0£CT IS:
625-1986
OWNER/DEVELOPER
KEN SAttRLEE
RED TEXAS REALTY. LLC
.,J50 £X£CIJTII£ DR/I£, SU/7£ 301
SAN 01£GO, CA 92121
PH. NO. 858-184-3660
OWNER'S CEATFICATE
I (lif') HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEfXOGIST HAS .,,,,,,..._ OR l!fLL 8£ RETAINED TO SUPERVISE 0vf:R-ALL
GRA0ING ACT/VI S£ ON THE COAll'ACT/ON AND STABIUTY OF
THIS SITE.
"· 1. (}&, DA7f
'DECLARA SPONSIBLE CHARGE"
I HEREBY 0£aAR£ ·:,i AM THE ENGINEER OF WORK FOR THIS PR0£CT, THAT I
HA 1£ EXERCISED RESPONSIBLE CHARGE OVl::R TH£ 0£S/GN OF TH€ PROJECT AS D£F/N£D
IN SECTION 610J OF TH£ 8/JSINESS AND PROFESSIONS COD£, ANO THAT TH€ [)£SIGN IS
CONS/STANT 111TH CURRENT STAN0AR0S.
I UNDERSTAND Tl/AT TH£ CHECK OF PR0£CT DRAIIINGS ANO SPECIF/CATIONS BY THE
CITY OF CARLSBAD DOES NOT R£L/£V,: ME, AS ENGINEER OF lltl'i'K. OF MY
R£SP0NSIBIUT/£S FOR PRD..£CT 0£SIGN.
RRM: PARTNERS PLANN/N(; AND £NGIN££1/ING
AD{)RESS: _1_59_~ __ 8_8..c.'£R, __ 'N.ccl1--R0-'O_C£N"-=..c1£Rc.c..cD--'R._
CITY, STATE• SAN 0/£GO, CA 92127
TELEPHONE: {858}J16-J444
PACIFIC
OCEAN
DRAINAGE NOTE
VICINITY MAP
NOT TO SCALE:
CITY Of' VISTA
Proj'ect sit<',
~o~
t-Sl CITY OF SAN MARCOS
TH£ LOT ORA/NAG£ SHALL BE COLL£CT£D AT VARIOUS LOCATIONS BY
CA TCH BASINS ANO CONV£l'E"D VIA PIP£ UNO£RGRO/JND FOR
DIRECT CONNECTION TO THE £XISTINIJ SYSTEM. PR/VA le STORM DRAIN
INLETS SHALL 8£ RTTED fllTH APPROV,:D POLLUTANT RUN-OFF CONTROL
0£VIC£S. TH€ 0£VICES SHALL BE FOSSIL FTL TERS. GRASS SWALES SHALL
BE /JTILIZED AS SHOWN ON !HES£ Pt.ANS.
BASIS OF BEARINGS
THE BASIS OF 8£AR/NGS FOR THIS Pl.AT IS 111£
NORTHilCSTERf.Y UNC OF LOT 16 (F TT?ACT er 02-IS
/,£. N09'07'5#'W
BENCH MARK
0£SCRIPTION: BRASS 0/SK IN CONCRETE IN A STANDARD SUR',,ff MU
ON C£NT£RUN£ OF EL CAMINO REAL
LOCATION: COUNTY OF SAN 0/£GO BENCHMARK DESIGNA T/ON
NO. RI 800 288+89£C
EL£VA T/ON.• 311.401 M.S.L 0A TUM: N. G. V.O. 29
REFERENCE DRAWINGS
D~ NOS. "21-J; J31-1; J14-J; Jl0-2
400-BA; 400-88; 421-JA; .,21-38;
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 111£SE Pt.ANS PER SllE' S/JRVEY MAD£ BY
PARTNERS Pt.ANNING ct £NG/NEERING 0A TEO SEPTEMBER 2005
AND CONFORMS TO NATIONAL MAP STANDARDS.
EARTHWORK OUANTTTIES
C/JT {TO RN/SH S/JRFACE) = .,,925 CY
/JNO£RCIITS/SPOILS = 1,686 CY
FTLL {TO RN/SH SURFACE) = 12,610 CY
IMPORT
EXPORT
REMEDIAL
= 0 CY
= 0 CY
= 10,085 CY
EROSION CONTROL QUANTITIES
GRA V£l BAGGING
STAB/LIZA TION ENTRANCE
H'(f)R0 filO
SILT FENCE
INDEX OF SHEETS
SHEET 1
SHEET 2
SH££T J-#
SHEET 5-6
SH££T 1-8
= 2,000 £A
= J,100 SF
= 21,000 SF
= 955 Lf
Tin.£ SHEET
IN0£X MAP AND OETAILS
GRADING PLANS
HORIZONTAL CONTROL
EROSION CONTRa.
BY: CL ,_.Q ·~ Al,(b 1 r,tf~lo~ NOTE 1. ACCESS AISLES 0£SIGN£D fllTH TRAfflC IN/J£X OF 1.0 TO CITY STAN0ARDS.
Atiti/lw J. KANN
R. C.E. NO.: 50940
0.
REG/STT?A T/ON EXP/RA Tl
~TE: i I NOT£: QIJANTITIES SHOWN HEREON AR£ £STIMA7£S FOR PERMlmNG PURPOSES ONLY ANO
9-Jo~o, ARE NOT TO 8£ USED FOR RNAL CONTT?ACTOR PAY Q/JANT/71£S. ON DATE.·
PARTNERS
Planning and Engineering
iiMlSS104'. . .. ,.,,
{,,~._<..1 J. ~"' ~" ~ ~ ~ , --"" ~ ~
~ No.509-40 ~ "' ~ « ~"" 9-~0-'9 ,t
❖ C1y1\. ~--"'r ~--.
Construction contractor agrees that in accordance with generally accepted construction
procttces, construction cpntroctor will be required to assume sole and complete responsibility for
job site condition11 during the course of construction of the project, including safety of all persons
and proporty. that this requirement oholl be mode to apply continuously and not be limited to
normal working hour!!II, and construction contractor further agrees to defend, indemnify and hold
City of Carlsbad harmless from any and all liobllity, reel or alleged, in connection with tho
performonco of work on lhls pro Ject, excepting llobility arising from the solo negligence of City of
Corlsbod professional.
Coda requires thot a Dig Alert Identification
Number be issued before a
15938 Bernardo Center Dr
San Diego, CA. 92127
Ph. (858) 376-3444
or ct1.1\
ENGINEER'S NOTE
UNAUTI-IORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be
In writing and must be approved by the preparer of these plans.
CELSOC
Consulting Engineers &
Land Surveyors of California
"Permit to Excavate• will be valid.
For your Dig Alert I.D. Number Coll
Underground Service Alert
TOLL FREE 1-800-422-4133
Two working days before you dig
Fax: (858) 376-3555 CARLSBAD MUNICIPAL WATER DISTRICT
/~.6~~~ ritifa~ ~-i7vl ",<:"!, //\ AS~811J1.:r
DA1£ INITIAL ROBERT JJCi D E REVISION DESCRIPTION DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6-30 06 ENGINEER OF WORK
WORK TO BE DONE
TH€ GRADING WORK SHALL CONSIST OF 111£ CONSTT?/JCTION OF All C/JTS AND FTLLS. S
R£M£D/AL GRADING, ORA/NAG£ FACIUTl£S. £ROS/ON CONTT?OI. FACI/JTl£S, AND ~
PLANTING OF PERMANENT LAN0SCAPING AND PREPARATION OF AS-811/LT GRADING PLANS. ~
AS-811/LT GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR R£Q/JIR£D ON THIS SET w
OF Pf.ANS AND THE CITY STANDAR0S. SPECIF!CA TIONS. R£QUIREA([NTS, RESOLUTIONS
AND ORDINANCES Cl TEO ON TH£S£ PLANS.
TH£ GRADING WORK SHAll BE PERFORMEJJ IN ACCOROANCE fllTH TH£ FOI.LOlt/NG
DOCUA([NTS, CURRENT AT TH€ TIME OF CONSTT?/JCTION, AS OIREC7£D BY 111£ CITY
ENGINEER.
1. CARLSBAD M/JNICIPAL CODE
2. CITY OF CARLSBAD £NG/NEERING STANDAROS
.I THIS SET OF PLANS.
"· CITY OF CARLSBAD PLANNING OEPARTMENT PIP 05-19 DA7£0 "A°/06
5. Tl/£ STANDARO SPECIF/CATIONS FOR PU8/.IC WORKS CONSTT?/JCTION {GREEN BOOK)
6. SOILS REPORT AND RECOMMENDATIONS BY SO/JTHERN CAUFORNIA GE07£CHN/CAI. INC.
DATED SEPTEMBER 2~ 2005
7. THE SAN DIEGO REGIONAL STAN0ARD DRAIIINGS AND AS MAY 8£ MOOIFIEO BY
Tl/£ CITY OF CARLSBAD STANOAR0S.
8. CAUFORNIA COSTAL COMMISSION 0£V£l0f'MENT PERMIT CONDITIONS DA TEO. N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS 0ATEO. N/A
10. STORM WATER POU/JTION PR£V£NTION PLAN {SW'PP) PREPARED BY PARTNERS Pi.ANNING .t £NGINEERING
DA TEO OCTOBER ~ 2005 WD/0 NO. 9-J1CJJ1212
11. STORM WA 7£R MANAGEMENT Pf.AN (SWMP) PREPARED BY PARTNERS Pi.ANNING .t £NGIN££1/INIJ
DA TEO 0£CEMBER 21, 2005.
12. TH£ CALIFORNIA STORM WATER Q/JAUTY ASSOC/A TION (CASQ/JA), OF STORM WA 7£R 8£ST MANAGA([NT
PRACTICE. CONSTRUCTION HANDBOOI< AND STA 7f OF CAUFORNIA, 0£PT. OF TRANSPORTATION, CONSTRUCTION
SITE 8£ST MANAGEMENT PRACTICE {BMP) MAN/JAL
LEGEND
DESCRIPTION DWG.NO. SYMBOL QTY.
PR0£CT BOUNDARY . . . , .. , .. , . , . , ... , , ... , . , . , ...
£XIST/N(; SPOT ELEVATIONS , . , • . , . . , . , • . . . . . . . . . , . , . .
EXISTING CONTOUR . . . ; . , , . . , , , . , . . - -. . , . , . , , . . • . . .
PROPOSED CONTOUR .. , , , . , ... , , . , , , .. , , . , , , . , , . , .
0A YUGHT LIMITS. , . , . , . , , .•.. , . , ..•. , , . , ....... , .
PROPOSED St.OP£ , . . , , . , . . • . . , . , . . • , , , . , , . . , , . , - .
PROPOSED rrPE '.4-"' C.O. {PVT) , . , , , • , . -D-1, D-9, 0-lf .
PROPOSED rrPE '.4-6' C.O. (PVT) , . , -.. , .. D-1, D-9, D-11 -
--------
-~
. ---tji-----+--. ==1//F . .---l_==
.---@]---
. ---@]------
2£A
1 CA
PROP0S£D AREA 0RAIN (PVT) ............. , ....... , . , .. ---0---. fl EA
PROPOSED TYPE '.-4' C/JRB INLET, . , . , . , , , -D-t, D-1t, 0-12, -. • . [9 1 EA
PROPOSED lYP£ 's' INLCT .....•. , , . , ... , , , D-2 .. , . , , , . ----{3---5 £A
PROPOSED BROOKS BOX {J6" X J6j, , , , ....... , ...... , .... ---@ii---# £A
PROPOSE{) 'F' CATCH BASIN, . , . , , .. , , , . , , ... 0-7. , , .. , , . ---Q]---.2 £A
PROPOSE{) RIPRAP . , . , , , . , , , . , ... , , .. , , 0-40, , -, . , ..
5• SO PROPOSED STORM ORAIN (6"Pl,f;) {PVT) SDR-J5. . , , 0-f0 .
PROPOSED STORM DRAIN (f2"Pl,f;) (PVT) SDR-J5 .. , . D-60 ,
PROPOSED STORM 0RAIN (18"Pl,f;) (PVT) SDR-J5. , , , 0-60 .
------#DIE
67 l.f
1,118 IF
12• so ------18" so ------
6' PVC SE'lrfR LA TfRAL. , , . . , , . CITY OF CARLSBAD [iT, . . , . . . . , , @ 2£A
PROPOSED 8" SEl'tfR MAIN . , , . . , CITY IF CARLSBAD S5 . . . , , . . . .. ,-~r•··...r. z · .,;.il
310 IF _. "•.·-..::::·.
PROPOSED SE'lrfR MANHOLE. , , , .CITY OF CARLSBAD st, S# , . , . , , . , , --------j 0 2; EA
PROPOSED BUILDING FOOTPRINT , ...•..... , ....• , ..... , .. _j L.._ __
PROPOSED RN/SH FLOOR £££VA TI0N - - - - -· -· , · · , · · · · , , · , · · · FF•378.00
PROPOSED TOP OF CURB ELEVAT/0/'fr-.•...•......•... , , . , • . J74.00TC
PROPOSED PAV£M£NT ELEVATION ...... , . , , , •......... , . , . J74.00P
PROPOSED TOP OF WALL £££VA TI0N ..• , , , . , , .. , , ... , . , , . . . , J74.00TW
PROPOSED FL0IVNE ELEVATION , ...•. , , .......•..... , . . . , J74.00FL
PROPOSED RNISHE0 GRAD£ ELEVATION . , • , ... , , , . . . . . . . • . . , J74.00FG . -
PROPOSED 6" CURB .t G/JTTER (rrPE G). . . , . . . . G-2 ... , , . , , , .• , . , "1./!00 'IF
PROPOSED RIBBON G/JTlF:R, ... -, . -.. - - . /J£TAII.. SHT. 2, .. , .. :'.;-..;•. ,"·;:'.:.•-,tl:':i~··,;, .. ;.• 6/JIF
PROPOSED 6' CURB . . .. , ... , .. , , ... , • , (;-1 .. , . , . , . , =============:::4, ~()IF
I I I I I I PROPOSED PARKING STALLS . , , . . -.• , , , . , . . . , . , . , , , . . , ,
BROW 0ITCH (TYPE 8). ... , ... , , .•.... , !J-15, ........ . ~ g ~
V,:GETATEO SWALE. . , , ...... , .•.... , , . , , , •..... , , . ⇒ ⇒ ⇒
STT?EET UGHT (PVT). . . . , . . . . . • . . . . . . . • . . . . , . . , , , . . . --0
"AS BUil T" P~EPARTMENT APPROVAL ;2 _/, //~ ~ DATB:(:;/Z.2p:;
(SIGNED)
()o,,J (,f,." A~rr: PIANNlllG DIRKCl'OB
J •
RCE c,o,?./b EXP. f-5:; -d/ W n.1.n, ';tt;o~ .
(SIGNED)
R~WED ::d_"
RECOMIIENDED BY: Co,zsr f14~
INSPE~ '(PBINT N
I
i '
400 IE
I, 100 IF
.
(,i'-17~ '., DATE
o/e.:E/'2i
DATE I SH1EET I CITY OF CARLSBAD I sH:rs I ENGINEERING DEPARTh1ENT
GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH LOT 16
MAP NO. 14960, CT 02-15 '
APPROVED or . <. COl'IAAI) c. IW'V'1AN,.
~Arc~-~~.rf-¥2fc>6 ' CITY ENGIN "--Pf':° °'' EXPIRES 06/30/0I -DA --
DWN BY: DA1£ INITIAL DA1£ INITIAL PROJECT NO. DRAWING NO. CHKD BY: PIP 05-19 440-3A OTHER APPROVAL CITY APPROVAL RVWD BY:
..
...... I -------------
I
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: I
' < C ' ·~ ' ' ,
~ (i)
0 .J::a,
. ' .
,, .J::a, ' 00 ~
'
I
'
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'
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11
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'
I
'
1i
I I
!,
Ji ]ir-
lf1Pf1sr: W~M£TAWC
;rv&:,.T ~ P~?.~~i,2~·:iCAis~T:::_'RON GATE: CAP
THREADED UD
16" 1
12 12 56O-C-325O
CONCRETE:
1--PVC PIP£
STD. 1/8 BEND
'fjj,SE END WITH Ct.A y .t GROUT IN Pl.AC£
OR USE MECHANICAL JOINT PLUG
STANDARD m BRANC,
lYPE B
STORM DRAIN CLEANOUT
NO SCALE
8.0'--.J
ACCESS
B
13 5/8"
11 112"
GATE: CAP (Heavy Duly}
.......I
6'
STANDARD PVC
Wl£ BRANCH
INV[RT ELEVA noN 'IEI PER PLAN l'; PVC Pl~ AREA DRA (SIZE PER PLAN)
IN DETAIL
NOT TO SCALE
ACGUS
LO 15
MAP fl, tJ .
PR/VA TE MOOIREO TYPE A DETAIL-ti~ &-TYPE 'B' INLET
MANHOLE-
Fl.0-GARO
. INSERT
CATCH
BAS/.
(SEE NO'/E 6
flllER BODY
'RB WEN/NG
GUTTER
fl.01+1./NE
GIITTER
fl.01+1./NE
Fl.0-GARD
fH.lER BODY
NOT TO SCAI£
BD
I
GRAPHICAL SCALE:
REQUIRED TREA™ENT CONTROL
-,._,
:•• flllER 8ASK£T-
TYPE BMP TABLE
DESCRIPnON OWNERSHIP MAINTENANCt
FOSSII. ROCK TM fll TER
MEOIU/J POI/CH
SIDE VIEW
SCALE: NONE
J/8" X J"
ANCHOH BOLT
(J PER SECTION}
NOTES:
FOSSIL FIL TEA
FLO-OARD
SUPPLEMENTAL INSERT
CURB OPENING INLET
t. Fl.0-GARD"' Fil !ER F/8£/?GlASS Wl{ICH Boor SHALL B£ MANIJFACT//REO ffl
BENCH !.tAftK ~ '"-UlT'l ~fl !if/,,,,,_ FS '5-;, ,_,:f""""" "="'' """'"" "''" =~"' mu .,,!f ~,,::ft rm,"'' r,, -"': '!,_ "°""" W A S,AN/M,O Ml<£Y < Rb-"'°• ,t ,!f/'k, ",°ff{"' ,_ ,_,,, M _,,,,,
LOCAT/0:~ ~°ta'/!,; OF SAN D=l~~!ARK O£SJ . Hill 5. ~~/,j!i~~ ~SHERA 'A'tkB£~'%_J:° TO CATCH BASIN WAil WITH EXPANSION
v" 288+89£C -GNA TION INSTALLED IN VARI VA/LABIE IN 2#" OH 30• 0.£VA 710N: .J/1. 407 M.S.I.. DA TUI.I: N. G. V.D.
2
~ FIL lER BASl([T 1,1}'f el°:&i,:,J!,ONS (END TO [NO) 'ft%r MS:fTllONS _AND MA y BE · '9 • FIL lER MEO/UM SHAil •c.v THROUGH CURB WEN!. CA TClf BASIN WIDTHS.
MANUFACTURER RECOMMENOAT!ONlNSTA/1£0 AND I ,.,,,,,,, N ~ "':;,,""" • • ,,,,,,_'!' ~" <F '"'"""""
OETENnON AND SETTLING
BIO FILTRATION
FOSSIL RL TER
BASE MA TER/AL
PER SOILS REPORT
TC-22 EXTENDED
D£7tNnON BASIN
TC-JO ~GETA TEO
SWALE
TC-5O WAi'E'R
QUAUTY INLET
PVT
PVT
PVT
RIBBON GUTTER DETAIL
NO SCALE
AGREEMENT
CC&R
CC&R
CC&R
SHEET NO. MAINTENANCf
FREQUENCY
J AS NEEDED
AS NEE;DED
PEit
MANUFA(:T/JRER
PARTNERS
Planning and Engineering
~593D8_Bernardo Center Dr an zego, CA. 92127 .
Ph. (858) 376-3444
Fax: (858) 376-3555
ANDREW J. K~NN .C.£. 50940
MY REGISTRA no~ EXPIRES 9-JO--cf
I
I
I J,_., __ JI __ -
-----0 --------
NOTE•
SEE Dl+G ND. 440-J FOR WATER IMPRO'.f:MENTS
-/. -tJ8 Aj"J( 1 AS-Bvte-,
· DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL
OTHER A1PR0VAL
DATE INITIAL
CITY APPROVAL
i : . .. ·-.. ~---'--_U_ I;!: .
a "AS BUil T"
~~ ?-/7-o~.
RcE.S-PL EXP 9-'3c-'.:" . Or DATE .
REVIEWED BY· 4~AU
INSPECTok DATE
I SHEET I CITY OF 2 ENGINEERING ~t-]~~~AD ~
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH LOT 16
INDEX MAP AND DETAIIB
&ROVED: CONRAD C. HAMMANN . _efcc~ •. ~r
1TY ENGINE PE mt'fe:x1,;~s 06 3 ~.,,,.r..
DWN BY: __ 0 08 Arit
CHKD BY· __ PROJECT NO RVWD BY; PIP . DRAWING_ NO. o5-19 440"-3A
t
1 i • I
i
I ,,
' .
. ' I -;
J • -
i ;;
I .;i
'
\
\\
'\~,
\,
\
\
\
\
@ PR/VA TE: STORM DRAIN DATA TABLE
NO. DELTAjBRG. RADIUS LENGn-1 REMARK
12 20'J7'45' 200.00' 12.01' 18' p~ SO
IJ N09 YJ1'54 •w 9J.J5' 18' p~ SO
14 16'29'58' 200.00' 51.59' 18' p~ SO
15 N8J'J9'I5'E 121.-12' 18' p~ SO
16 N05YJ5'J9'W 22.28' 18' p~ SO
11 N8J'46'28'E 29.84' 18' p~ SO
(j) RIPRAP, NO. 2 BACKING. 10' 'MOE x 12' OEEP, T/-1/CKNESS=I.O
NOTE
CONTRACTOR SHALL POTHOLE ANO VERIFY All
llll'i'K TO BE JOINED PRIOR TO CONSTRUCTION
ANO NOTIFY ENGINEER OF llll'i'K WTH ANY
DISCREPANCIES.
SCALE:
0 10 20
GRAPHICAL SCALE
FOR CONllNUA llON SEE SHEET 4
~~ ~ UP <F WT7fll ~~ ~
. ·--1
[X. STRffT LIGHT j
DETAIL 'B'
NOT TO SCA/.£ DETAIL 'A' UP <F WT7fll
NOT Ill SCALE:
I
W ¼. ZJ:" DETENnoN BASIN 100 YEAR wsE
EXIST. C!J/18 cir iliirTEi~ •.z ' VARIES
'''9'.'"''-'>"'"·¼.',w, ·--. -'•'-. 5' MIN
&c:!C'T'----t-------t'
60
8EC110NA-A
NOT TO SCIIU: 8EC110N B-B
NOT Ill SC/ll£
REQUIRED TREATMENT CONTROL
BMP TABLE
EASEMENT NOTES
@ AN EA5rn
INCIOENTA
'ENT FOR LANDSCAPE MAINTENANCE AND
L PURPOSES PER MAP Na 14960 BENCH MARK "AS BUil T"
DESCRIPTION QUANTITY @ A8/JTTER
FROM PA
PER MAP
DESCRIPTION: BRASS 0/SK IN CONCRETE IN A STANDARD SURVEY Hfl.L ~/'4&1 6-l'?-08
DETENTION AND SETTLING 2 EA.
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
r;_l~/a
ANDREW J. KANN R.C.E. 50940rDATE
MY REGIS/RA !ION EXPIRES 9-JO-Oi
'., RIGHTS OF INGRESS ANO EGRESS TO OR ON CEN TERUNE OF EL CAMINO REAL
LOMAR AIRPORT RO. HA VE 8££N REI.INQUISHEO LOCATION: COUNTY OF SAN DIEGO BENCHMARK OES/GNA TION NOS. 14600 ANO I496a NO. R/800 288+89EC
ELEVATION: J/1.Wl M.S.L OATVM: N.G. V.O. 29
/-r/1•t>A A:fk. 11, As-.... tJ,,-r-
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
R~ EXP_'l-:!o-o9 DATE
REVIEWED BY: u___
C!~ .,fl. . .s/4,/41
INSPECT'.}I( • 1 DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTulENT
GRADING PLANS FOR:
BRESSI RANCH LOT 16
GRADING PLAN
APPROVED CONRAD C. HAMMANN (1';' /,
~ -~~~A.~;..( 4/.t~ 41~
CITY ENGINEER i>tJ30~PIRES 06/30/08-lciA-
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:
RVWD BY:· PIP 05-19 440-3A
)
I ,
'
. I ( ' .. , •.... ,.,, .... ,. ,.,,. '" w-•.--,. • I .. , .... ,, .• ?i'./:tyil'J'~"'{·;"lr·-· ······-· -"T'r~·rrT"··-,, ,.,,, .. --. ~,~ --·::•· .,._,.,,,,, . ' ' .. ' 'I. · II -••c•c:-._r~· ••• ,, .. ____ ·1·"~ "·"' -".------. -·--. -. -· "" .. "·-·· . .,,. ·;· , .....
•,;
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\
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Jf'x
I
. ...,,,.,,,. /4
;7
/(fl ;7
BOX I
'4,90
0 PRIVATE STORM DRAIN DATA TABLE
NO. Df!.fA/BRG. RADIUS LCNGTH RCMARK
I. NOOVO'oo"E: 9.85' Ill' Pl-t' SD
2 N6l"JO'oo"E: 18.40' 24' P'lc SD
J N90VO'oO'W 380.64' 24' P'>f: SD
4 N6770'oo'W 42.20' 24' P'>f: SD
5 N11V0'59"E: 51.16' 18' P'>f: SD
6 N21'4J'21t 68.89' 18' Pl-t' SD
l NI -1"52'32"£ 66.22' 12' Pl-t' SD
8 NOOVO'oo"w 16.lll' 18' P'>f: SD
9 N-llVO'oo"w 32.70' 18' Pl-t' SD
10 NOS'4J'-12'W 15.16' 18' Pl-t' SD
11 NI 1 "29 '51 "E: 27.14' 18' Pl-t' SO
n~0 .. 0 M m,~·-= ··-·-____ ,._,, . ··-. ...,,_. ,. -··· " .... __ _
'"'"'\•·· " ····-·· ,.
··----. ···~-
. ··-.. .,.,.
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1------1---4---+--------+--+--1---1------+---1 fsHml CITY OF CARLSBAD L_!_j ENGINEERING DEPARThlENT
1----+----1--------------1-----+---+--+---l GRADING PLANS FOR:
12 20"Jl'-15' 200.00' 72.0t' 18' PW: SD 0 10 40 6 15938 Bernardo Center Dr. ·• · B~SSI RANCH LOT 16
I GRADING PLAN San Diego, CA. 92127 ·
BENCH MARK i ' Ph. (858) 376-3444
DCSCRIPllON: BRASS 0/SI( IN,CONCRETf IN A STANDARD SURVEY llfll Fax: (858) 376-/555
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ENGINe:ER OF :woRI< REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
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PROJECT NO.
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t==+==+============~=====t==±t=±===r=□fSHml. CITY OF CARLSBAD 1.SHESETSI
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' Plannin and Engineering
15938 Bernardo Center Dr. BRESSI RANCH LOT 16 .
F===~===~~========================1====t===±===~===j GR.f>ING PLANS FOR:
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San Diego, CA. 92127 ~===j~===t==========================t==~:t===t===~~==3 HORIZONTAL CONTROL Ph. (858) 376-3444 :
. · • .•. -~ I rs d ,;~~~;A ~/~.J/4>& ~ I I ~ I I ': ·· '·: ~ Fa.x: (858} 376-3555 t,.1--;:--,; _-:;, _7irr, -~ _-;j _:-tt-7,,-;:-_-:; _,: _~ -~ -~ -~ _-;-: _-::;-~-_______ ...:..'.;.. ~,-t--______ ~""+--____ ++ ______ --1-1-_____ .c...J_.j_ ______ __jj-L--__ _j:J ~ROVED CONRAD C. HAMMANN4')" t ...
@sr~WALK. . . . . . . . . . ., .• ,_, ,,~for, [j~~~~1!.~sf.L!.~j,:2.:-:d,JU.'.;/~t.r"r:._ __ -++---,i--+--;-:-::~b~kc=-_j__==i CITY ENGINEEIY'PE330flf"EXPIRES 06 30 oa"6m~ t PARKING SPACE STRIPING·
NTS INTERIOR PARKING LOT
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.• ENGINEER OF WORK REVISION DESCRIPTION '
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@ PCC J' 1110£ RIBBON GU TJE/i .
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PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
ANDREW J. KANN R. . E 50940
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MY REGISIRATTON EXPIRES 9-JO-dt
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fsHml CITY OF CARIS AD t====t===t==========================1====t===t====t==j l_!_j ENGINEERING DEPARTMENT i-7
1-----+---+------~~-----..J----l----l---1----1 GRADING PLANS FOR:
BRESSI RANCH LOT 16
HORIZONTAL CONTROL
APPROVED CONRAD C. HAM~A?
~~e:.~ I t:.l'~.i/•4
1-----a-+----+-,.-~-----------..J--~-l----l------'I----I CITY ENGINEER E 33069'£:XPIRES 06 30 os'Yo>.£
, · ·'--,-r-P6 A::r-k AS~l'!>v/£-7"' DWN BY: __
DA1E IN\TlAL
ENGINEER Of WORK REVISION DESCRIPTION
1---DA--'1E"--' ___ IN'--lll---AL=--i.-.;;.;DA.;_1Ec.....,,..;.IN;;.;.lllc.cAL:....i CHKO BY: __
RVWD BY: OTHER APPROVAL CITY APPROVAL
PROJECT NQ.
PIP 05-19
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EROSION CONTROL NOTE$
I, IN CASE EMERGENCY WORK IS REQUIREl),CONTACT KEN SATTERl.£E O RED '/EXAS REALTY. llC
(PHONE NUMBER) (858) 535-3808
2. EQIJIPMENT AND WORKERS FOR £M£RGENCY WORK SHAll 8£ MAD£ A VA/LABI.E AT All
TTMES 0/JRING 7HE RAINY SEASON. All NECESSARY MA '/ERIALS SHALL B£
STOCKPIL£D ON SITE AT CONVENIENT LOCA TTONS TO FACIUTA TE RAPID
CONSTRUCTTON OF TEMPORARY 0Ef1C£S ll1l£N RAIN IS IMMINENT.
J; DEffCES SHOWN ON PLANS SHA!). NOT BE MOVED OR MOOIF/£D l'tfTHOUT 7HE APPROVAL
OF THE £NG/NEERING INSPECTOR.
4. THE CONTRACTOR SHAll RESTORt All £ROS/ON CONTROi. DEf1C£S TO WORKING ORDER
TO THE SATISFACTION OF THE arr ENGINEER AF'/ER EACH RllN-IFF PROOl/C/NG RAINFALL .
5: 7HE CONTRACTOR SHALL INSTAll ADDITIONAL £ROS/ON CONTROi. MEASURES AS MAY B£
REQIJIRED BY THE . c,rr ENGINEER OU£ TO UNCOMPLETED GRADING OPERA TTONS OR
UNFOR£SEEN C/RCIJMSTANCES Im/CH MAY ARISE.
6. 7HE CONTRACTOR SHAll B£ RESPONS/81.£ AND SHAll TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS MIER£ IMPOUNDED WATERS CREA'fc A
HAZARDOUS CONDI TTON.
7. ALL EROSION CONTROi. MEASURES PROffDED PER THE APPROVED GRADING PLAN SHAll
BE INCORPORATED HEREON.
8. GRAOCO ARfAS AROUND 7HE PROJfCT P£RIM£'/ER MUST DRAIN A WA Y FRO/I THE FACE OF
SlOPf AT 7HE CONCLUSION OF F:ACH WORKING OA Y.
~ ALL REMOVABLE PROlECTiVE DEffC£S SHOWN SHALL 8£ IN Pl.AC£ AT THE F:NO CF F:ACH
WORKING DAY WH£N THE Fl'£ (5) DAY RAIN PROBAB/l/Tr FORECAST EXCEEDS FORTY
P£RC£NT {40X}. S1LT ANO OTHER DEBRIS SHAll B£ REMOVED AF'/ER EACH RAINFALL
10. All GRA ITT BAGS SHAll B£ BURLAP TYPE l'ATH J/4 INCH MINIMUM AGGREGRA T£.
If. SHOULD GERMINATION OF HYDROS££0ED SLOPES FAIL TO PROffOE F:FFECTTVE COVERAGE
OF GRADED SLOPES (90~ COVERAGE) PRIOR TO NOVEMBER I~ THE SLOPES SHAll BE
STABIL/l£0 BY PUNCH STRAW INSTALLED IN ACCORDANCE 'MTH SECTION J5.02J Of
THE EROSION ANO S£DIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATTON, STA'fc or CALIFORNIA. ..
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TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
All PERMANENT ANO TEMPORARY EROSION CONTROi. PlANTTNG ANO IRRIGATION SHALL 8£
INSTALLED ANO MAINTAINED AS REQIJIREO IN S£CTTON 212 Of THE STANDARD
SPEC/FICA TIONS ANO THE FOi.lO'M~
A. H 'tOROSE£0/NG SH All BE APPLIED TO:
1. All SLOPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
MIEN THEY ARE:
2.
a. THREE FEET OR MORE IN HEIGHT AND AD.IACENT TO A PUBLIC WALL OR
STREET.
b. All st.OPES .4 FEET OR MORE IN HEIGHT.
1'::l GRADED FlAT(ER THAN 6:1 l'HN ANY OF THE FOLt~WING CONO!TTONS
a. NOT SCH£DULEb FOR IMPROVEMENTS(CONSTRl,ICTTON OR GENERAL
LANDSCAPING) l'ITHIN 60 DA iS Of ROUGH GRA/JING.
b. IDENTIFIED BY 7HE PARKS ANO RECREA TTON DIRECTOR AS HIGIH..Y
ffS/81.£ TO TH£ PUBI.IC. a. HA VE ANY SPEC/Al CONDITION IDENTIFIED Br TH£ CITY £NG/NEER
THAT WARRANTS IMM£/J/A'fc TR£Al'MENT.
' H'tOROS£EDED AREAS SHAU 8£ !RR/GA '/ED IN ACCORDANCE WITH TH{ FOi.LOWiNG
CRITERIA: ·
1. All st.OPES THAT ARE GRA[)ED 6: 1 OR S'f1IP£R AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL B£ IRRICA lf:,0 BY HANO
WA TfRING FRO/I QUICK COIJPL£RS/HOS£ BIBS OR A CONV£NTTONAL SYS'/E/1
OF LOW PR£CJPITA TION SPRINKLER HE(!OS PRO ffD/Nf; IOOX COVERAGE.
b. GR£A'/ER THAN 8 FEET IN HEIGHT SH",ll B£ WA~RE;O BY A CONVENTION-
AL SYSTEM CF LOW PRECIP/TA TTON SPRINKLER HfAOS PRO'vlDING TOOK
COVERAGl:
2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA 'ff]) AS (!PPR0'.£0 BY TH£ CITY
£NG/NEEff, PRIOR TO H'tDROSEEO!NG. THE OEl£/.OPER SHAU SUBMIT A
PROPOSED SCHEME TO PRQVI/JE /RR/GA TION TO THE CITY, £NGIN{IR. Tll£
PROPOSAL SHALL 8£ SPfC/F/C REGARDING THE NUMBE,JTl'PES. ANO COSTS OF
1
THE B.£).(ENTS OF TH£ PROPOSED SYS'/EM. .
J: IRRIGATION SHALL MAINTAIN THE MOISTURE LEITT Of SOI/. AT 7HE
OPTTMU/1 LEJ/El. FOR THE GROWTH OF THE HYOROSEEOE, I GROWTH. .
HYOROSEEO/NG MIX SHAU CONSIST OF All OF THE FOl.lOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE or ROS£ Cf.Off':R
b. 20 lbs. PEN ACRE OF ZORRO FESCU£
a. J lbs. PER ACRE OF E SCHOOi. O'A CAUFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILL£FOL/A s. J lbs. PER ACRE or AL YSSUM (CARPET OF SNOW)
f. t/2 lb. P£R ACRE OF DIMORPHOi.ECA .
g. ITEMS c,d,-. AND I OF THIS SU8S£CTTON MAY 8£ OA(/TlEQ ON
LOCA TTONS MIER£ THE AREA BEING HYOROSEE,OEO IS NOT ffS/81.E FROM EITHER A PUBI.IC STRE(T OR RES/OENTTAL STRUC,TU{?ES. , . ;
h. /TEii a OF THIS SUBS£CTTON MUST 8£ /NOC/JI.A T£f) WITH A N/TROG£N
FIXING BAC'/ERIA ANO APPLIEO ORY EITHER BY Df?/LLJNG OR
BROADCASTING B£FORt H'tOROSE£DING. , I I ;
I. Alt SEED MA '/ERIALS SHALL BE TRANSPORTED TO, THE JO{J$/TE IN
UNOP£NEO CONTAINERS WITH TH£ CALIFORNIA O(PARl'MENr OF FOOD
ANO AGRICULTURE CERTTRCATTON TAG ATTACHED id OR PR/N'/ED ON
SAIO CONTAINERS. [
) NON-PHYTO-TOX/C IICTTTNG AGENTS MAY B£ AOOED! TO THE HYOROSEEO
SLURRY AT THE Dlf>qRETION Of THE CONTRACTOJ!. '
2. TYPE 1 M/JI. CH APPLIED AT 7HE RA TE OF NO LESS THAN 20{Ji) lbs PER A CR£.
TYPE 6 M/JI.CH (STRAW) MAY BE SUBSTIT/JT£0, ALL OR PARr, FOR
· HYORAUL/CAll Y APPLIED FIBER MA TfRIAL WHEN STRAW IS USfD IT MUST BE
ANCHORED TO THE SLOPE Br M£CHANICAll r PUNCHING NO ,LESS THAN 50~ OF
. THE STRAW INTO THE SOIL.
J. · FERllllZ[R CONSISTTNG OF AMMONIUM PHOSPHA 'IE SULFA TE, 16-20-0, l'ITH
15X SULPHUR APPLIED A T THE RA 'le OF 500 lbs. PER ACRE.
' AREAS TO B£ HYOR()S££0ED SHAU B£ PREPARED PR/OR TO H'tOROSfEDING B'f:
f. ROUGHENING 7HE SURFACE TO BE PlAN'/ED BY ,!,NY OR A COMB/NA TTON OF:
a. TRACI( WALKING SL OPES STEEPER THAN 6:.1
b. HARROWING AREAS 6: 1 OR FlA TTER . THAT ;ARE sumCJEN Tl. Y FRIA81£. c. . RIPPING AREAS THAT l'tflL NOT BREAK /JP, USING ITEMS a OR b ABO!£.
' ' I 2. CONDITTONING THE SOILS SO THAT IT IS SU/TABI.£ FOR PlANTTNG B'f:
a. AOJUSriNfJ THE SURFACE SOIL MOIST/JR( TO PROWJE A DAMP BUT NOT
SA 7VRA 1£0 S££O BED. .
b. TH£ AOD/TION OF SOH. AMENDMENTS, P1 AQJUSTl.f£NT, LEACHING OR
COVERING SALIN£ SOILS TO PROff[)ED '1ABl£ CONDITTONS FOR GROWTH.
! -I H'r'QROS£EDEO AREAS SHALL BE MAINTAINED TO PROff[)E A ffGOROUS GROWTH UNTll
THE PRO.ECT IS PER/IANENTI. r_ LANDSCAPED Off, FOR ARfAS l'HR£ H'tOROS££DING JS
THE PERMANENT LAN/JSCAPING, UNTll TH£ PROECT IS C()MPIETEO ANO All BONDS
REJ.£ASED.
I
..
PARTNERS'
Plannint and Engineering '
15938 Bernardo Center Dr.·
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
v,J:,.~~!4JJ..IlC'!....-+---+-~t,.......,11~4"-!01o=--1 1 .
ANDRf.W J. KANN t DA 1E
MY REG/STRATTON [XPIR[S 9-JO-(f
I '
I
I
11
F
L
14'
MIN. r
b]
~oo,=ocl-7".
J BAGS HIGH
2 BAGS HIGH
OLOW POINT
TYPICAL INLET DETAIL
GRAVELBAG DETAILS
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
I
-METAL SHAKER PLA '/ES Will 8£ R£QIJl'f0 A,TAll LOCA TIO~ UNLESS ~CJFICAU Y
WAl'.£0 Br THE £NG/NEERING INSPECTOR, 0/JE TO SIT£ CONSTRAINTS. I
-7HE ROCK SIZE SHALL BE 2• MINUS I
-A FENCE. BARRJCA/JE OR OTHER 0£1//CE.APPROVED BY THE ENGINEER/Np INSPECTOR
SHALL BE USE{) TO RESTRICT CONSTRUCTION TRAFFIC TO 7HE CONSTRU()TTON ENTRANCE
12• MIN
PROFILE
3• CRUSHED
ROCK-~
PUBL«:
8-0-W
PUBLIC
R--W
PROf1D£ APPROPRIA T£ TRANSITION
B£THfEN STAB!LIZEO CONSTRUCTTON
ENTRANCf AND PUBL!y RIGHT-OF-WAY
. '
' ' R/W R/W
GRAVEL/GRAVEL BAGGING ON STREETS
NOT£: CATCH BASINS, D£SILTING BASINS. SAND BAGS. CHECK DAMS AND
STORM DRAIN SiS'/EMS SHALL 8£ INSTALLED TO 7HE SA TTSFACTTON
OF THE CITY ENGINEER. TH£S£ FACILJTTES SHALL BE CLEANED ON
A REGULAR BASIS: KEPT FR££ OF SOIL ACCUM/JLA TTON.
EMB£0 ARST ROW (£ GRA l,fl,BAGS
HALF 0£PTH
OPENING AT INLET
. '
EMBED ARST ROW OF GRA l,fl,BAGS
HALF DEPTH
BAG EMBEDDING 0ET AIL
J. ATTACH 7HE Fil '/ER FABRIC TO
THE WIRE FENCC ANO EXTEND IT
IN TO THE TRENCH.
2. STAPLE WIRE FENCING TO
7HE POSTS.
4. BACKFILL ANO COMPACT THE
£XCA VA TED SOIL
STABIUZED CONSTRtJCTION ENTRANCE V1)
FILTER FABRIC =' ~~
NOT TO SCALE
SILT FENCE
PR£FABRICA 1£0 SIL Tro/C£ MA 'tBE USED IN
UE1J OF IN PLACE CONSTRllCTTON.
REVIEWED BY: , / If ~ff"'A~
INSPECTOif°
DATE
e./~b
• DATE I
1---+---+--+-------+~--+--;--+--+--+----lrsi:rnl CITY OF CARLSBAD ISHE:TSI L.2_J ENGINEERING DEPARTh1ENT 81
1---~--+---'-i---------1-----~---+--1----+------t EROSION CONTROL PLANS FOR:
BRESSI RANCH LOT 16
NOTES AND DETAJI.S
DATE"· INITIAL DATE INITIAL DATE INITIAL g~~Ds;~:~-::._-_-_--:_-,1 PROJECT NO. DRAWING INO.
ENGINEER OF WORK REVISION DESCRIPTjON OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-19 440-3f.
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PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
MY REGIS/RA noN EXPIRES 9-30-~
0 15 JO 60
LEGEND•
DESCR/PDON
STAB/l/ZEO CONSr. ENTRANCE
Gli'A lfl BAGS
H'tDRO-SEEO 51. OPE
SILT FD/CE
RE'v1EWED BY:
GRAPHICAL SCALE
SYMBOi.
~
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f· · · · · .. · · · · · · · · · · · · · 1 ... ' ... ''.' ' ...... ' ·:. ................... ,
-0---0---0-0-
90
IQn:
I
J,100 Sr
?,000 £A
21.000 Sr
955 £F