HomeMy WebLinkAboutDWG 433-9A; CDP 04-50; RHODES RESIDENCE; 01-04GRADING NOTES
(IN ADDmON TO THE REQUIREMENTS OF CH/.PTER IS.II,, OF THE
CARLSBAD MUNICIPAL CODE.)
/. 11-1/S PLAN SUPERSEDES ALL 011-IER PLANS PREVIOUSLY APPROVED BY 11-IE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON 11-1/S SET OF PLANS.
2. APPROVAL OF 11-IIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 11-IE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR 011-IER ADDl110NAL DOCUMENTS LISTED HEREON AS 11-IEY MAY
PERTAIN TO 11-IIS PROJECT. 11-IE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE 11-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE 11-IE DEvf:LOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR 11-IE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP17.. Y
SUBMITTED TO 11-IE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM 11-IE CITY ENG/NEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFlCATE OF INSURANCE MUST BE FILED NAMING 11-IE CITY OF CARLSBAD AS
AN A001110NAL INSURED ON THE PERMITTEE'S POLICY IN 11-IE MINIMIJM AMOONT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 11-IE INSURANCE
COMPANY WRITING 11-IE POLICY MUST HA vf: A RA TING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF 11-IE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM 11-IE BUILDING DEPARTTAENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
11-IE CITY AND 011-IER APPROPRIATE AGENCIES.
7. APPROVAL OF 11-IESE PLANS BY 11-IE CITY ENGINEER DOES NOT AIJ11-IORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY O'MIER'S PERMISS/01,
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSIJEO.
8. NO REVISIONS WILL BE MADE TO THESE PLANS W/11-IOUT 11-IE 'M?ITTEN APPROVAL
OF 11-IE CITY ENGINEER, NOTED Wl11-IIN THE REVISION BLOCK, ON 11-IE
APPROPR/A TE SHEET OF 11-IE PLANS AND 11-IE Tl 17..E SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME 11-IE PROPERTY OF THE CITY IJPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAW/NG SHALL BE REVISED TO REFLECT AS-BUILT CONDl110NS
BY 11-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 11-IE WORK BY 11-IE
CITY.
11. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DUR/NG CONSTRIJCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURvf:S, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 11-IE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. 11-IE SOILS REPORT WILL BE SUBMITTED TO 11-IE CITY ENGINEERING
INSPECTOR Wl11-I/N TWO WORKING DAYS OF 11-IE COMPLETION OF FIELO TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OU17..INED IN 11-IE SOILS REPORT IS REQUIRED
PRIOR TO 11-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER 11-IE DIRECTION OF A PROFESSIONAL ENGINEER OF 11-IE
STA TE OF CALIFORNIA PRING/PALLY 00/NG BUSINESS IN 11-IE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUWRE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH /HE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND IHE
" EAR11-IWORK SPECIF/CATIONS • A TTACHEO TO 11-IE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO 11-IE
PROJECT INSPECTOR.
14. A PRECONSTRUCVON MEETING SHAU Bf Hfl D AT llif S17f PRIOR TO 1HE
BEGINNING Of WORK AND SHAIL BE ATTENDED BY AIL RfPRfSfNiililvfS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL
01HER AspfCTS OF THE f\ORK, 11-IE CONTRACTOR SHALL SCHEDULE THE MEETING
11-IROUGH 11-IE PERMIT CLERK (71,,(}-r..oz.-1.1e,o ) AT LEAST Flvf:(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. 11-IE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUfSTS 01HER ]HAN FOR PRECONSTRUCTION MEETING WILL Bf
MADE BY CAI /ING llif ENGINEERING 24 HOUR /N$PECVQN REQl/fST I /NF AT
(JIPD) 438-3891 INSPEC770N REQUEST MUST BE RECflvfD PR/QR TO 2: 00 P,M,
ON 11-IE DAY BEFORE 11-IE INSPECTION IS NEEDED. INSPECTIONS MLL BE MADE
11-IE NEXT WORK DAY IJNLESS YOU REQUEST OTHERWISE. REQIJESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. /HE OWNER ANO/OR APPLICANT 11-IROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLIJOING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEAL11-I STANDARDS, LAWS AND REGULATIONS.
17. 11-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO 11-IE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
11-IE DESIGN OF SHORING, BRACING SLOPING OR 011-IER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROI.I THE HAZARD OF CA \I/NG GROUND DURING 11-IE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Flvf: FEET (5') OR
MORE IN DEPTH AND APPROvf:D BY 11-IE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION, IF 11-IE PLAN VARIES FROM 11-IE SHORING SYSTEM
STANDARDS ESTABLISHED BY 11-IE CONSTRUCTION SAFETY ORDERS, Tlll..E 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPAR£D BY A
REGISTERED ENGINEER AT llif CONTRACTORS EXPENSE A COPY OF 11-IE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL. A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM 11-IE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF AflY ARCHAEOLOGICAL RESOURCES ARE DISCOvf:RED W/11-1/N ANY WORK AREA
DURING CONSTRUCJJON, OPERA 110NS WILL CEASE IMMEDIA ITT Y, AND TH[
PERMITTEE WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL 11-IE PERMITTEE HAS RECElvf:D WRITTEN AU11-IORITY FROM 11-IE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDIJCTED ON 11-IE SITE OR ADJACENT 11-IERETO, INCLUDING
WARMING IJP, REPAIR, ARRIVAL, DEPARWRE OR OPERATION OF TRUCKS,
EAR11-IMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO /HE PERIOD 8ETM:EN 7:00 A.I.I. ANO
SUNSET EACH DAY, MONDAY 11-IRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTTAENT COONTER.)
21. ALL OFF-SITE HAUL ROOTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENG/NEER FOR APPROVAL TWO FULL WORKING DAYS PR/OR TO BEGINNING OF
WORK.
22. IMPORT MA TERI AL SHALL BE OBTAINED FROM, AND WASTE MA TERI AL SHALL BE
DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONS/8LE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 11-IE HAUL
ROOTES OR ADJACENT STREETS AS A RESULT OF IHE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY Wl11-IIN 11-IE AREA TO BE GRADED. NO 1REES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 11-IE PONDING OF"
WATER IS NOT PERMITTED. AL' EAR11-IEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. 11-IESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND t S APPROvf:D BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTI-IER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED. PLANTED AND/OR HWROSEEDED
Wl11-IIN TEN (10) DAYS OF THE TIME 'MIEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAMNG NO. J\l. f>,. , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPUCAflT SHALL INSURE 11-IAT ALL CONTRACTORS SHALL COORDINATE
11-IE WORK OF 11-IESE GRADING PLANS WITH 11-IA T SHOWN ON BOTH 11-IE LANDSCAPE
AND /RR/GA TION PLANS AND 11-IE IMPRO\f:MENT PLANS AS REQUIRED FOR 11-IIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
IJTILIZED PROVIDED DEPTH IS LES3 THAN 15 FEET ANO BACKFILLED Wl11-I J/4"
ROCK PER SDRSD S-4 TYPE 'C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE Afl EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY F'EET OF BUILDING
OR STREET AREAS ANO REPLAC[~ MTH PROPERLY COMPACTED SOILS. IN OTI-IER
AREAS THE PIPE MLL BE PLUGGED Wl11-I CONCRETE OR REMOVED AS APPROVED BY
11-IE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING F'ACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN 11-IE PROJECT SITE SUFFICIEN17.. Y
AHEAD OF GRADING TO PERMIT THE REVISION OF 11-IE GRADING PLANS IF IT IS
,OUND THAT THE ACWAL LOCATIONS ARE IN CONFLICT MTH THE PROPOSED
WORK.
J3. Tl-IE CONTRACTOR SHALL NOTIFY AFFECTED VTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FIJLL WORKING DAYS PRIOR TO STARTING GRADING NEAR 11-IE/R
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E eoo-Q~0-1~3 ~~ C 'MO· 'o~t-Olt'3
ADaP\\1A CABLEVISION (')b0)438-. '7141
CITY OF CARLSBAD(STREETS & STORM DRAIN) (71,/J)434-2980
"CITY OF CARLSBAO(SE'McR,WATER & RECLAIMED WATER) (1'-0)438-i?i!-2-
'SAN 0/EGUITO WATER DISTRICT (')b0)6l~, U.50
'LEUCADIA WAstt!: WATER DISTRICT (11,())753-0155
'VALLECITOS WATER DISTRICT ('7l,0)744-0460
'0/../VENHAIN WATER DISTRICT (ll,0)753-6466
'BUENA SANITATION DISTRICT (lbO)ll.'1-i?.40
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQIJ/REMENTS;
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENG/NEER,
SOILS ENG/NEER, AND/OR GEOLOGIST TO GIVE TECHI-JJCAL ADVICE.
OBSERVE AND CONTROL Tl-IE WORK IN PROGRESS LJi;,ll,,ltO A-0]
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -Tl-IE FOLLOWING
REPORTS MUST BE SUBMI TTF'J) TO THE Ci TY ENGINEER \IIA THE
PROJECT INSPECTORQS-1'1.IZO A.. \OJ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENG/NEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE Wl11-I CITY
CODE AND THE APPROl/[O PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENG/NEERING DEPARTTAENT).
(2) AS-BUILT GRADING PLAN.
( J) REPORT FROM 11-IE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAC/11ES, A STATEMENT AS TO
11-IE EXPANSIVE QUAUTY OF THE SOIL, ANO SUMMARIES OF
FIELD AND LABORATORY TESTS. Tl-IE REPORT SHALL ALSO
INCLUDE A STA Tf:MENT BY 11-IE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WI TH THE REQUIREMENTS AND
RECOMMENDATIONS OUTIJNED IN THE PRELIMINARY SO/LS REPORT
AND ANY SUPPLEMENTS 11-IERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, 11-IESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLAN CHECK, PLAN CHECK FEES MLL BE REQUIRED FOR
AN".' SUCH RECHECK. WMITE.P :sm, tH'tl~i\G/o,i\()I,.). a -stolt'/ 'S'FTl
J6. 11-IE SOILS REPORT Tlll..ED ll.00 CI\\N~/\¥1N' /\'1 5 }.I C.._R,__,.~.._t), C-/1\ f~~<ltC,,S-1!0<.GG.
PREPARED BY !!As\ {tu1n:'/ !i/)l\,, COKS\)C1Al'lO ' .El-IC;. l~C.-OA TEO
.:JUL'( i _ , 2@, SHALL· BE CONSIDERED AS A PART OF 11-IIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE Wl1H 11-IE
RECOMMENDATIONS AND SPECIF/CATION_. u·ONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 11-IA T I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
HA vf: EXERCISED RESPONSIBLE CHARGE Ovf:R THE DESIGN OF IHE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND 11-IAT /HE DESIGN IS
CONSISTENT v.1/H CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAMNGS AND SPECIFICATIONS
CITY OF CARLSBAD OOES NOT RELIEVE ME. AS ENGINEER OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: 11-1€ SE.A ?,~ IC!.\-\> COl>"\f'.-.N)'
BY THE
OF MY
ADDRESS: 'j'.!,Z1. S€A %3,IG,I-\\ PLAC~ ~fft!l~:
CITY. STATE: CA\2.1..SSAO I cA ~'2-00B /!??f-P'v'-' '"i'~
TELEPHONE: '1 <o C -'1'2.()-Cl 00~ :tiff
BY: RoBeR-r ~-'51.l\l..u\> DATE: ~\I los ~· Ho.C028:J02
(NAME OF ENGINEER) -~~~---E;w.3i~1'•
R.C.E. NO.: 1..'o301... 1'tp_C
REGISTRATION EXP/RATION DA TE:--=3_,_,\"?,=l-"\O,_,,Bc.-___ 'RJj~Jf~()=.-Ji),~~ p--
SOILS ENGINEER'S CERTIFICATE
1, MA:--1~ 1)0!.1 ::,, btALLO . A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME: OR UNDER MY DIRECTION BETWEEN THE DA TES OF
tlf/1.Y 8 . W9 AND il.!!t-V U? ~ . TWO
COPIES' OF 11-IE SOILS REPORT COMPILED' FROM THIS STUDY. WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGNE£R.
SIG/sl:.D:
P.E. NO.:
DATE:
LICENSE EXP/RATION DATE::
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE' RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE: COMPACTION AND STABILITY OF
THIS SITE. .c:u I'?. /Y, _______ _
DATE
VICINITY MAP
CITY OF OCEANSIDE:
711
CITY OF' VISTA
CITY OF ENCINITAS
SOURCE OF TOPOGRAPHY
RAPHY SHOWN ON THESE PLANS WAS GENERATED BY TOPOG
TOi'O
Fll2 D \.
METHODS FROM INFORMATION GATHERED ON Jl.)l'<C. 1 ' BY SPIS~Q,t l.l)a'/ SUll~IO'{S ·MQ4
TOPOG
ACCU
RAPHY SHOWN .'-/ERE ON CONFORMS TO NATIONAL MAP
RACY STANDARDS.
JECT LOCATION PRO
THIS PROJECT IS LOCA TEO Wl11-IIN ASSESSORS PARCEL NUMBER(S)
,rlE N_
'Z.6~ -2.G> I -'l,'l
CALIFORNIA COORDINATE
3"-'o
CH MARK
INDEX OF 11-1/S PROJECT IS:
E I r.r.5
BEN
DESCR
LOCA
/PT/ON: COUN'N Of SAi-i \)\'E.G,Q ioo SCAL~ 'TO!'O ll: l:in· 1!'2!1!2
TION: ct..1N,c.Rs€.c,,0!-1 • C~lNQ'-'"PlN ~ l'IDAl'is SJ.
RDEO: REGO
ELEVA TION: -SS,00"
CARLSBA)
DA71.JM: 05C'l:~S
\1U NIC::, AL WATE~ )I STRICT
RO\;EJ!.'T ::r. 'N0:JC\\"...
DtPU1''( C.\l''j EI-IG\1'11:.E-R-'i.C.e. 'J,?,.£>~
CATE ( 0<.~ ~\'!(),O(.,
EARTHWORK QUANTITIES
CUT: I e5 CY
FILL: 155 CY
IMPORT: -e-CY
EXPORT: e CY
REMEDIAL.· 000 CY
--------
-----
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' t .
I
I 11\
DA. T:: INITIAL !
EN,'.;JNEER :)F" w,:::;RK 1 RE\/ISION DES'.:RIPT10'l
I
WORK TO BE DONE
THE GRADINC WORK SHALL CONSIST OF THF CONSTRUCTION OF ALL CUTS AND FlLLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONffiOL 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 AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS. RESOLUTIONS
AND ORDINANCES CITED ON 11-IESE PLANS,
11-IE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WIIH THE FOLLOWING
DOCUMENTS, CURRENT AT 11-IE TIME OF CONsmucnoN, AS DIRECTED BY 11-IE CITY
[NG/NEER.
1. CARLSBAD MIJN/CIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. 71-11S SET OF PLANS
4. REsoLunoN No. see:A DATED sl4]o5
5. THE STANDARD SPECIFICATIOIIS FOR PUBLIC WORKS CONSTRIJCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY EA:sT COUN'f'/ :S!l\1.. COflS\JL TA'>lq).J 'E\llo,
?1@1/t oS-l)Wi,f, DATED 1·?-0·0~
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
Ii. CALIFORNIA COASTAL COMMISSION IOF;vFLOPMENT PERMIT CONDITIONS
DATED CCP 9'\•50 l E>.i[_05.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ~N~-f\~-____ _
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
4' ~ 1• 'SC.I\ <\0 O'P.AI~ "!'\VE. ----------
1e" lqt'' 'j'IIC, DRN~ l!,l))C. IH)'5 oi. E.QllAI.. 0
i.•~z_• GAA'IIE.I.. ORAi!-\ '2,o'lt 0'6.,1\11..·~I\, I! ~ ~?<rt· £\..1:. \/ I>, i Io N
O • ?. 1 D011.!c:"1 5 D R:s !) , D • Z. 1
ll.e."\ A>Nl "G, 'JJAl-lf,'i SEPAl'.ME ~~•0 c l\i,\.5 !>AO S"11-ID
===,j
G,LE.N e. R\-\O~s
IZ.00 C.l'IINQUFIP\N A-..Je.
CA~LSBAD, cA ~ioo~
1'1<.e. Pl'-.1<.e.U \=OR.', GLEN l!,. Rr\Otle.5
I 200 CI-\\NQUAl'lt>l A'-Je.
CA~LS,?,AI'), CA. ")'2,00'o
'lh0·"1~-0l4b
?Re.~AR.€D %'/: ,p,e. 'Se.A '&'l.\01\1 C.Ot-l\PA14'{
4,32.l. Sl::A '2.R\Gl-11 'P1.,AC.~
CAR.l'=>i?>AP, c.A C,Z.00~
P\\ \ YP,x 1r.,o -1i.o-oo':l~
~'i'. 'R~0. ~
3'L I L. _:,
't> EA.
EA,
N,A.
2, f. A,.
-025 S-F.
ROBER.i a. -su\<.\J? Rc.e -z.e,y;,2..,
SOILS Et-lGll-iE~~·. E.f\S'i COUl-li'{ SOIL. CO~SUl..i/l\1\()1,.l ~E.Nc;,
\()"2.5 1-\Al<.il-e.'{ R.,OAD-'5UliE.' 1' sA.1-1, c.e: , CA. ~z.cn 1
ti,\")-'2.5£)-1~0\
f,..'(N ·. '2.0!o • '2.~1-21
l£G,AL'· l'ARCt.L 1. OF ?.l'.\.i\,"14~e, !'IL;;,0 1~1\\1:!:
CFF1Ce. O!=-il\'G COlJl,f'i'I '?,.ec.o"t~~ oi::,
SAN 01E.GO COON"\"{, t=E.13R.UA~'f ZI., 1">1'-,
l"\Le; NO. 7r., · 05" t74, 01'-OF~ICIAL R~OltOS
'T0l'O B'/: S!'ENOO~·LUS"/ SIJR.\JE.'/ S
2.t.O L-\NOA t-i\A'R. 0~1\/~
SOLA.NI\ BE.AC\-\, cA '12.0l':) ~se -1">1.--0z. 4 t..
P~~EPARTMENT APPROVAL ,/ AS BJIL T"
\( a-!;JJJ (~ . '---I t,, I ir.. I O'l ~ DATE: lf /2./ /X, .;JJ._ 1U,.1 f._ (SIGNED)
DON NE;\)-/\SSISl'Alff PI.lNNING DIRECTOR ~CE Z:5102-~XP ~111l08 DAlE
f MA .vi t)jf f M -•
DATE:4/-:x/o ,,R~::l~&~ ( IGNED)
RECOlOIENDED BY:(!J.,..j__;J.,. k')-e Jl f Cv'-... ~ q'__-11-t>']
(PRINT NAIIE) DATE ("TNSPEC--
! ~
SHEET CITY OF CliT,:LS1JAD SHt_ETS
I 4 E~JG:Nt:E~ING DE.Pt,9 j HI:.~ l
1GRl'stl\NG />,t,ll) 1:.ROS\01'4 CO'r•f~~Ol ?L.A~S f'Oll
I I
i I R\-\ODE.'S ~l:.':51 t)E..1-,1 c:£
i ' -. I
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CITY ENGl~EcrPE SI --' EXPIRES ~!:,0\07 . OWN av I
DATE INITIAL JATE 1NIT1AL ~ROiECT NC. JRA'vVING NG.
CHK) BY \(c,?f j· 433-0A o-l--E? APPROVA~ ::ITY .APP?O'.:i\L ._q'✓'I§" 8 Y: t)µ· ' C.OP 04-60
050106
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DAT!': INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
050206
11 AS BUIL T1
'
c:.-~ I
1,, I tr.' o ·, :?iJ~.,AJ ~). O'.tl. '(J.l#=_·
RCE 2.r,:!-07-. EXP. 3131 I cs DATE -REVIE\vED BY,
( .. /~h '1-11-,,,7
INSPECTOR DATE
I SZET I Cl'fY OF CARLSBAD I S4ETS I ENGINEERING DEPARTHENT
GRADING A!-,;P cio~,~ co~,ioL ?L~s r-ciz
R\\onss R~~\Dt.Nc..e
\200 C..l-\1HQl.lA?1~l A 'J .;: Isl ll e:
APPROVED GL.€1-Hl 1. 'i'iUIM 3Y-
A <:: "'r7 ~~ . ., !Ip*~ CITY ENGINEER'PE '51l1 XPIRES ,130\01 DATE
DWN BY: PROJECT NO. DRAWING NO. DAT!': INITIAL DATE INITIAL CHKD BY: _R.~ COP 04-50 433-':?A 01HER APPROVAL CITY APPROVAL RVl'IO BY: /...J .
EROSION CONTROL NOTES
1. IN CASE fMERGENCY WORK IS REQUIRED,CONTACT GLE.\.l °i(',;OPE.S
(PHONE NUMBER) 1"0· ~34-0\4<o
AT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILAB~E AT ALL
TIMES DURING 11-IE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONV£NIENT LDCA TIONS TO FAG/UTA TE RAPID
CONSTRUCTION OF TEMPORARY OEvlCES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOV£D OR MODIFIED WfTI-IOUT 11-1£ APPROVAL
OF 71-1£ ENGINEER/NG INSPECTOR.
4. TT-!£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEWCES TO WORKING ORDER
TO TT-!E SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. 11-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. 11-1£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROvlDED PER THE APPROV£D GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND 11-IE PROJECT PERIMETER MUST DRAIN AWAY FROM 11-IE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECT/\/£ DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE Fl\/£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTT-!ER DEBRIS SHALL BE REMOV[D AFTER EACH RAINFALL.
10. ALL GRAV£L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECT/\/£ COVERAGE
OF GRADED SLOPES (90% COV£RAGE) PRIOR TO NOV£MBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF
TT-!£ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TE1fPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND 11-IE FOLLO'MNG:
A. H YOROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN TT-!EY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLO'MNG CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) W,11-//N 60 DAYS OF ROUGH GRADING.
I>. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
vlSIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION !DcNTIFIED BY THE CITY ENGINEER
11-IAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE Wf1H 1HE FOLLOWING
CRITERIA: 1. ALL SLOPES 1HA T ARE GRADED 6: I OR STEEPER AND THAT ARE:
a. 11-IREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PREC/PITA T/ON SPRINKLER HEADS PROVIDING 100:( COVERAGE.
b. GREATER 11-IAN B FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS 71--IAN 6:1 SHALL BE IRRIGATED AS APPROVED BY 71--IE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. 71--IE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. /RR/GA TION SHALL MAINTAIN 11-IE MOISTIJRE LEV[L OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROW71--I OF 11-IE HYOROSEEDED GROW1H.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF 71--IE FOLLOWING:
D.
E.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
I>. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J ibs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 11>s. PER ACRE OF ACHILLEA MILLEFOL/A
~-J lb!!. Pf.:R ACRE Or 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 OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT vlSIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTIJRES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOCULATfD WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY El71--IER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 71--IE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARThlE:NT OF FOOD
AND AGRICUL TIJRE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYOROSEED
SLURRY AT 11-IE DISCRETION OF 71--IE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT 11-IE RA TE OF NO LESS 71--IAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MA TfRIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHAN'GALL Y PUNCHING NO LESS THAN 50:( OF
1HE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT 71--IE RA TE OF 500 lbs. PER ACRE.
AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
I. ROUGHENING 11-IE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER 71--IA T ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO 71--IA T IT IS SUITABLE FOR PLANTING BY:
a. ADJJSTING 71--1£ SURFACE SOIL MO/STIJRE TO PROVIDE A DAMP BUT NOT
SA TIJRA TED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROvlDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A vlGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
11-IE PERMANENT LANDSCAPING, UNTIL 1HE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
C: \pWG12\a.sB-EP.DWG
[X/Sflr✓G GROUND
PUBLIC .r~iSi---/7"-
OF-WA Y
STABILIZED CONSTRUCTION ENTRANCE
i[P TIC AL. ~ACE
[MB£0UiNG OF":AIL
ANGLE F"IPST STAKE 70WARO
P~EvtOUSL y LAID SAc[ -----
FLO/I--► WIRE OR ,'i'fLON
80UND BALES
?LACfO ON THE
~C1\i TOUP
2 P[-iJA,QS,S'EEL ,u:o:ETS,CR
2"X 2" STAKcS I I /2' TO
2' ,,'/ GRQUr,O
A\1C.t !OR,',"JIJ OET AIL
* ,--CRAiNAG[ AREA i.tSS /HAN 1 ACR[
STRAW BALE DIKE
1 SET POSTS AND cXCAVA TE A
4 BY 4 1N (70 BY 10 CM}
TRE,W,',Y tJPSLOPt FROM ANO
ALONG ;Hf UN[ OF POSTS,
2. ST A?LE \Al/RE F[NS/1\i',:; T'J
THE ;.JQS/S
--------------~ /------/"
~~
J ATTACH TH[ c/L T[R FABRIC TO
THE MR[ CfNCE ANO EXTEND : r
i,'l.i' Y-0 ~HE TPEN-:H.
4.. BACK~ii.L M)O COMPACT TH[
[XCA vA T[D SOIL.
C/L ;[R PAGR:c--~~fr) ~u....~-
~g~~
'I I ;;!.L!mll-lTril!m!J.JrnL ,iiil;nil!
'
SILT FENCE
FILL SLCPf
9 IN.
MIN.
2 FT
/[AR,H[~ R10G£
~--
UNLINED SW ALE & BERM
WA TE.P' WI
SE01 ME'✓
S[DIMEA/T
' \______ OR'JP ,l.''Ji.~T
WITH ,::;,~AT[
BLOCK-SCREEN-GRAVEL SILT BASIN
------
COMFACH:..D S,JiL -
TO ?.P[VE,.VT PiP/,•\/D
r<uNCFF WAT[,~
'.;'~C!P i:')L~T Wl :".Ii SE.-01:\1~,,iT
vVIT'-1 GPA TE 21C STR~ ~(S)
/
~=~~-55)~ '
STAKEC I STRA ,f BAL[
i -2X5 STPl_,'7'(5)
•
C!L ,E~EJ
i WAT~R
STR.A i\i BALES
STAK~D i"IIP T'liO
STAK:~5 °~R BA!_£
,iC AND SiOt
O'✓[?L.AP AT
CORA/[iiS =Ill
HAY BALE SILT BARRIER
GRAV[!.. BAGS 0 1/[RLAP
CNTO CuRB \
)
-------------____ __., _______________
/
GAP B£TWF£,\' BA c;s
AC~S AS SP ~LWA Y
GRAVEL BAGS
4"-6" cOGS ~
LOG CHECK DAM
18"
A
B
I I
----
HAY BALE CHECK DAM
I /"'
24 i:"-J :·si CM)
j_
'' (61 CM) '''
t
/_=J1STANCE SUCH Tl-IA T PO/N IS
A AN~ 8 A,9[ OP C).:_,;Al ELEVA T,'t_;,,\'
GRAVEL CHECK DAM
LEGEND
DESCRIPTION QUANTITY SYMBOL
STAB!LlZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
-----
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAM
RIPRAP
'5 "i RJ>.. 'N W ,,,_ I) l)Le
(,nlW,eD 4' o.c.)
\ 50 e.A.
60 t..F
==
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• cxxx:x:x:x:x:xx __ ... ...
w
• • •
BuI_ T"
DATE
CITY OF CARLSB.4.D
c~Gl~EER,N~ JEPAR~McNT
Al-.10 E:.~O~\O\.l COffil<.Ol., \'LAt-<S
i P-0 PG, s RE: <s \ DEJ~ c.e
I Z-00 C\\l ~QU /\ 'P \ 1--J A\l .;~l.) 12'.
CA.TE IN1TIAL DATE INITL~--
E~Gi\JU: .. R JF 'NOR',(,· ~EV S,ON DESC~ P,10" c·,y A.PP~OVAL
050206
C,
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-DATE INITI~
ENGINEER OF WORK
ROL ONLY t:.R05 \ OQ!N.~CO~N!..!..1.!...:...:..:._· -----.-
DESCRIPTION REVISION
DA TE INlllAL
OlliER APPROVAL
DATE INlllAL
CITY AP~ROVAL
"AS BUILT"
~· } 'R~;tif D 1J;,~'
1
fo;
RCE -DATE ·?{) ''302. EXP, _' __ _ ---
1 REVI~ & !le !~~;7
~lo, ARLSBAD ~ CITY EOEJfNG ~EPARTMENT
ENGIN I..Al-.1
050206