HomeMy WebLinkAboutDWG 413-4A; PD 03-07; KORTE LANDSCAPE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PR[VIOUSL Y APPROVED BY TH[ CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITTONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITTONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE rs DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ~LL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TH[ P[RMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RA TING OF A AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY BESTS KEY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTI-IER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTI-IORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF TH£ CITY ENGINEER, NOTED WITHIN THE REv1SION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE R[v1SED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE ~THIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT ~LL BE SUBMITTED TO THE CITY E.NGINEERING
INSPECTOR WIT/-1/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO R[COMM[NOA TIONS OU TL/NED IN Tl-/[ SOILS REPORT rs REQUIRED
PRIOR TO Tl-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE ~TH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND Tl-IE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS ~LL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRfCONSTRUCTION MITT/NG SHAil Bf HE/ D AT THE SITE PRIOR TO THE
BEGINNING Of WORK AND SHAii Bf ATTENDED BY All RFPR£$FNfAII.\IE.S.
RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL
OTHER ASPECTS OF TH£ WORK TH£ CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( (760) 438-3891 ext. 4323 ) AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA ~NGS MUST 8£
AVAILABLE PRIOR TO SCHEDULING. Tl-IE GRADING PERMIT ~LL BE PROVIDED BY
Tl-IE PROJECT INSPECTOR AT THE MEETING.
15. All INSPFCTION RfOl/fSTS OTHFR THAN FOR PRFCONSTRUCTION AfffTING VUII Bf
MAD£ BY CAIi ING THE fNGINITRING 24-HO/JR INSPECTION REQUEST l/Nf AT
(760) 438-3891. INSPECTION RFOUEST MUST BE R£C£/V£0 PRIOR TO 2: 00 P.M,
_QN THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS ~ll Bf MADE
THE NEXT WORK DAY UNLESS YOU Rf QUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FED[RAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM Tl-IE HAZARD OF CA \/ING GROUND DURING TH[
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH[ PIPE INSTALLATION
THEREIN. T/-1/S PLAN MUST B£ PREPARED FOR ALL TRENCHES FIVE FE[T (5') OR
MORE IN DEPT/-/ AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVADON, IF THE PLAN VARIES FROM TH£ SHORING SYSTEM
STANDARDS ESTABLISHED BY TH[ CONSTRUCTION SAFETY ORDEB!i_JITLE 8
CALIFORNIA ADMINISTRA TIV£ COD[, TH£ PLAN SHALL BE PREPARED BY A
R£GISTER£0 FNG!NITR AT TH£ CONTRACTORS fXP[NS[, A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO Tl-IE INSPECTOR PRIOR TO
fXCAVA TION.
18. NO BLASTING SHALL BE PERFORMfD UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERfD WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS W1LL CEAS[ IMMEDIATELY, AND THE
P£RMlrT££ WILL NOTIFY TH[ CITY ENGINEER. OPERATIONS ~LL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT TI-IERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO fARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SIT[ HAUL ROUTES SHALL BE SUBMITTED BY TH[ CONTRACTOR TO Tl-/£
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATER/AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONlRACTOR
'ii:!N.1 .. JiE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY ~THIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NO TED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ON[ PERCENT SLOPE.
25. Tl-JES£ PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. fROSfON CONTROL SHALL BE AS SHOWN AND AS APPROVfD BY
THE CITY ENGINEER OR AS DIRECTED BY Tl-/[ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD[ TO PRODUCE A UNIFORM
SURF ACE ANO CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WIT/-1/N TEN (10) OAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON TH£ APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRA~NG NO. NIA , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE ~TH THE LANDSCAPE MANUAL TIM[ REQUIREMENTS.
Ci \DWG12\Cl.SB-GP.DWG 12/12/94
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE ~TH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED ~TH 3/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING Pf PE LINE IS TO BE ABANDONED AS A RESULT OF Tl-IE
GRADING OPfRA TION, IT SHALL BE REMOVED ~THIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE ~LL BE PLUGGED ~TH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) ~Tl-JIN Tl-I[ PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS AR[ IN CONFLICT ~Tl-I THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
1-800-422-4133
(800)660-7 343
(800)892-0123 PACIFIC BELL
ADELPHIA COMMUN/CA TONS ,
CITY OF CARLSBAD(STREETS & STORM DRAIN) f 760)438-7741
760)434-2980
(760)438-2722
(760 )633-2650
(760)753-0155
(760)744-0460
(760) 753-6466
(760)726-1340
"CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)
"SAN DIEGU/TO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIV[NHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREM[NTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GfOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS /11.06.170(8)/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -Tl-IE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR /11.06.190(8)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING rs COMPL[TE. ALL EROSION CONTROL, SLOP[ PLANTING
AND IRRIGATION AR[ INSTALLED IN CONFORMANCE ~TH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
Tl-If EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABOR A TORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT Tl-/[
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY Tl-IE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FfES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. TH[ SOILS REPORT TITLED f>to:hc,h 4; .. 1 .J'.1tll()~i9ri1t,t .t., r,4-;.;., Woll~
PREPA~ED BY MICHAFl CONTRERAS RC£ # C55 DATED
I / 1;'l ,20~, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL Bf DONE IN ACCORDANCE WITH THE
RECOMMENOA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM Tl-IE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED R[SPONSIBL[ CHARGE OVER THE DESIGN OF Tl-IE PROJECT AS DEFINED
IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT Tl-IE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT Tl-/£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEfR OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: KEVIN BRESNAHAN CONSUL TING [NG/NEER
ADDRESS: 5261 OLIVE HILL ROAD
CITY, STATE: FALLBROOK
8
DATE: I -~-0 1
R.CE NO.: ______________ _
REGISTRATION EXP/RATION DA TE: JUNE JO 2004
SOILS ENGINEER'S CERTIFICATE
I, MICHAEL ALLEN CONTRERAS , A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FlfLD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STTJDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
AUGUST 1 , 2003 ANO AUGUST 30 ,2003 . TWO
COPIES OF THE SOILS RfPORT COMPILED FROM THIS STTJDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
oFE
/i MICHAEL ALL
I
{§ CON TR£RAS
No. C5543
.
SIGNED: 1'111,4,1 a1I..
P,E. NO.: 05543.0
DA TE: __ J_A_N_U_A_R_Y_26_,_20_0_4 _______ _
----LICENSE EXP/RAT/ON DA TE: DECEMBER JO, 2004
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
THz~ ~;}~ ~ NAME DATE
SHEET 2
I
j
w • TBM=>:1"'"'0·• o~'_"s"o'')"lrt/\t;;~~~'"·"··:,,i,,,.,..~_.•.:. ,_wt+ .. .,. ·,~,•.>t~]:,i
'Jj
I[)
(YJ
I[) • (lJ
IBM IS F.F. AT NE
CORNER OF HOUSE
UNDER BACK PORCH
0 z
0 0 ,-.;
If)
I
. EXISTING HOUSE
APN 222-662-17
w ' "' I[)
M I[)
I
SILT FENCE-
GRAVEL BAGS--....
j
• (lJ
0 z
SILT FENCE
GRAVEL BAGS
CARRILLO w'AY
OWNER:
ROGER & JANET KORTE
2808 CARRILLO WAY
CARLSBAD, CA 92029
LEGAL DESCRIPTION:
LOT 230 OF RANCHO CARILLO PH. 4 & 5
OF CARLSBAD TCT NO 93-04
SITE ADDRESS:
2808 CARRILLO WAY CARLSBAD, CA 92029
SOURCE OF TOPOGRAPHY:
TOPOGRAPHY SHOWN ON Tl-JES£ PLANS WAS GENERA TED BY: AS-BUILT GRADING PLANS MAP 13832, CARLSBAD TRACT
NO. 93-04 RANCHO CARILLO PHASE 4&5, LOT NO. 230
PROJECT LOCATION:
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
APN: 222-662-17
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N Na, £---11µ,c_ _______ _
BENCH MARK:
DESCRIPTION: TEMPORARY BENCHMARK
LOCATION: FINISH FLOOR OF THE F;ASTERL Y MOST NORTHEASTERN
CORNER Of RFSIDFNCF
RECORDED:--,..,,7-.c..,-----------------ELEVATION: 100.50 DATUM: _____ _
INDEX MAP
GRAPHIC SCALE
10 ,. .. ..
I I 1 ___ ___,I
( IN FEET )
1 inch = 20 ft..
EARTHWORK !:jUANTITIES
CUT: 138 CY
FILL: 5 CY
IMPORT: CY
EXPORT: 133 CY
REMEDIAL: CY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF Tl-I[ CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CA T/ONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL B£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIM[ OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. HDPOJ06 DA TEO DEC. 8. 2003
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMM.END~~TIONS BY MICHAEL CONTRERAS, RCE # C55430
-,NII:"· { f -DA TED I/ i4fO'f
7. THE SAN DIEGO REGIONAL STANDARD ORA ~NGS ANO AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED -~N=~--------
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED -~N=A~-----
LEGEND
DESCRIPTION DWG.NO. SYMBOL
TOP OF SLOPE
TOP OF WALL
TOP OF GRATE
INVERT ELEVATION
FLOWI../NE
FINISHED GROUND
LOW POINT
HIGH POINT
HIGH POINT
RETAINING WALL
BONO BEAM
SWALE
AREA DRAIN, 4" GRATE
4" PVC PIPE
GRAVEL BAGS
SILT FENCE
TS
TW
TG
If
FL
FG
LP
HP
HP
C••li,t 111111111;
VICINITY MAP
CITY or OCEANSIDE
HIGHWAY 7B
··~'"'-••~ ,·· \._.,..-.o
,Fl
~--...
PACIFIC
OCEAN
Cos
L. ~
1/E
' I CITY or vIsTA
\ r~
CITY or ENCINITAS
PLANNING DEPARTMENT APPROVAL
lA.;q..,,,~~-ty)q,, DATE:-z/1 /D+
IIIC J. HOlZMILLER, PLINNING DIRECTOR
GNED) DATE: z./) I<(
RECOMMENDED BY: ..,..()'-'A"",..J=----/-Ecll'.~al,.,.c,~k--.'c=---
fpR1NT NAIIE)
,PiE'wED BY,
~ fQ.Q
INSPEC DR
QUANTITY
BY SEPER A TE PERMIT
BY SEPER A TE PERMIT
4 EA.
80 L.F.
20 [A.
40 L.F.
t------t--+---+------------t---t-----1----1-----11 SHElET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 3
::=='..'::::::::::::::::==:=::::==::=::::::::':::::====:::::'....::=~ Kevin Bresnahan, P. E. 1---+---1---+----------------+--------ll----+--+------I GRADING PLANS FOR:
DA TE INITIAL DATT: INITIAL DA
ENGINEER OF WORK REVISION DESCRIPTION 011-lER APPROVAL CITY APPROVAL
MAP 13B32, CARLSBAD TRACT NO. 93-04
RANCHO CARILLO PHASE 4&5
LOT NO. 230
APPROVED Y' ~
LcbLQ:OY:!1D!..J:!:HU~B~B~S'-": ,!1,~di~q~'..1_6,f$~t!;:'1..C'~ill..~~~--1./,fa '(
DIRECTOR OF RCE#2k9 E.'(P.12-31-05 DATE
OWN BY:
CHKD BY: (Y':".
RVWD BY:
PROJECT NO.
PD030007
HDP03-06
DRAWING NO.
DWG 413-4A
030504
072004
w
\i)
lfl
(Y)
IJl
◊
(\.J
---~ ~ ----~--.·Norr·:. RET·AI~JNG vi ALLS BY SEPERAT·E--PrRMtT-----..... ..
CONSTRUCT w ALLS A"Ni) F □.OilNt;:i_ PER RETAINING 'vi ALL PL.Aft-··•--.. _-··----
~--~
BACKFILL AND ~EY FILC73EHIND .. B.~TAINING
:WALL & BOND BEAM PER RECOMENDTAT□N OF
SOILS ENGINEER IN FIELD ..
~1·
~ 0
23'
R------~o· .. --1
c,
c~.=>
I
\I
I
I ' i
j
I
MAINTAIJ A MfN!MUM
1% GRAft. irP ~·~ET
I
I
i
t ~
<-1.0% MIN. ----
BOTTOM HOUSE SCREED
...--ELEV. = 0.0
FINISH FLOOR ELEV. z o.50 .. , ....... ' ....... .
FINISH rl .. DOR
EXlST!NG HOUSE
18.8'
·i
i
VERIFY EXISTIN 1G
----------
}
I\
J "'
PRIOR TD CONSTRUCTION.
-----
N □1·:E: CONTRACTOR TD
EXISTING TOPOGRAPHY
NOTIFY ENGINEER IF ANY DISCREPANCIES EXrs·r,
---------------
i ~
I\
J "'
-----
.. -"·•
. ·---~---.,"'
21.5' i
~ "' J
··-"·~•<• ...
7 -----
5.3'
\
-----
I
'
C/J )'<" ~ '\~
'b"> ~"' ~~
i-:I~ !b .
lo~<:, o':3
' I
\
' ' I
t..JJ
~ ,, () '1~ ..... l
If")
1
.,.
('r~)
L()
C\ I
('""""-"'"\!
..... ~./
7 ,.,:"'_"_
.. _)
\.0
-:--1
OUTER EDGE, TOP OF
FOOTING OBSERVED 0.67"
FROM FACE.
CONTRACTOR TO FIELD VERIFY
FOOTING LOCATION
PROPOSED GRADE ~-.. _,, .. _,,
-i:---5.46' -~L--.
,po/ \ I
ACTUAL FOOTING DESIGN UNKNOWN
TO BE CERTIFIED BY STRUCTURAL
(
ENGINEER OR APPROVED BY
CITY OF CARLSBAD
0/ "'--,,o~ EX. PER THIS PLAN ~:?
"--ACTUAL FOOTING DESIGN UNKNOWN
TO BE CERTIFIED BY STRUCTURAL
SECTION A-A
NTS
DE:T AI
S\./,1~LE PER "ETc\IN!MG \h\LL PLAN
J O t .l Ci -.. _ -~I __ t:-··--··-c::_J ===
( IN FEET )
l inch ~ 3 n.
l.JILT''
8-~·f>S
0
=E
l'I.) (i)
0 -
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT AT
(PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TER!ALS SHALL 8E
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 'MTHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA TISFACT!ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY TH[ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE,
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC ffiESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE IN CORPORA TED HEREON.
8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY,
9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR[GRATE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPfS FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 'MTH SE:CTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMfNT OF CONSERVATION,
STA Tf 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 STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
B.
C.
A HYDROSfEDING SHALL BE APPLIED TO:
1. 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 HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING,
b, IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H!GHL Y
VISIBLE TO THE PUBLIC.
c, HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE 'MTH THE FOLLOWING
CRITERIA: '
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL 8E IRR!GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREA TfR THAN 8 FEET IN HEIGHT SHALL 8E WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIP!TA TION SPRINKLER HEADS PROVIDING 100%
COVERAGE,
2 AREAS SLOPED LESS THAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEED!NG, THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. 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. J lbs. PER ACRE OF E SCHOOL CIA CAUFORN!CA
d, 4 lbs. PER ACRE OF ACHILL[A M!LL[FOLIA
e, 3 lbs, P[R ACR[ OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF D/MORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED /S NOT VISIBLE FROM
EITHER A PUBLIC SffiEET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED 'MTH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEOING,
;, ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ 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 THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIB[R MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 5D% OF
THE SffiAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, 'MTH
15% SULPHUR APPLIED AT TH[ RA TE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE 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 THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. AD,IUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIA8LE CONDITIONS FOR GROWTH.
E'. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWT.H UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL TH[ PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
Cl \P'IQ12\a.sa-EPJ>IIIJ
PUBLIC RIGHT-
OF-WAY
SO'M!N
I 8" MIN,
PROFILE
EXISTING GROUND
I
14'M!N.
PLAN
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
FLow----
4" VERTICAL FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE -~....o
FLOW---WIRE OR NYLON
80UND BALES
PLACED ON TH[
CONTOUR
2 RE-BARS, STEEL PICKETS, OR
2"X 2" STAKES 1 1/2' TO
2' IN GROUND
ANCHORING DETAIL
"' DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND EXCAVATE A
4 8Y 4 IN (10 BY 10 CM)
ffiENCH UPSLOPE FROM AND
ALONG TH[ LINE OF POSTS.
-------..--:-1/ / ----... .,..,...
~__A
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
IN TO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4 BACKFILL AND COMPACT THE
[XCAVA TED SOIL.
SILT FENCE
F!Ll SLOPE
9 IN.
MIN.
2 FT
EARTHEN RIDGE
UNLINED SWALE & BERM
GRAVEL FILTER
r
RUNOFF
WATER WITH
SEDIMENT
SEDIMENT
WIRE SCREEN
FILTERED WATER
DROP INLET
WITH GRATE
'-----cONCRETf BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
---
DROP INLET
WITH GRATE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT(S)
STAKED
STRAW BALE
2X6 STRUT(S)
•
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS Ill ~---!
2X6 STRUT($)
REQUIRED WHEN
NOTED ON PLANS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
----------.,
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0. 9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPP[D
GRAVEL BAGS
FLOW
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
l
COARSE AGGRE~=ATE I
FLOW ----_ _ 24 IN (61 CM)
o "' I
0
0
(B)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
4"-6" LOGS
LOG CHECK DAM
•
24"
1e·
T,EGEND
DESCRIPTION
STABILIZED 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
QUANTITY
D EA.
D EA.
D EA.
D EA.
D EA.
D EA.
0 EA.
N/A
20 EA.
0 EA.
0 EA.
0 EA.
0 EA.
D EA.
SYMBOL
-----
~/ ~/ ~/ ~/
+ cccccccccaro
II AS BUILT"
NOTE: SEE INDEX
FDR LDCA TIDN OF
MAP~ SHEET 1
CONTROL
~~ ...
'P 6-J0-04
C /V\\..
OF CALI
EROSION
P.E.
DATE
~IE:E~:yn
~~=~t...:~ ~~2~~~Qt~.. o,/4/MP!C
INSPECTOR • D¼TE
l---+--~f---------------+-----+----1----1---11 SHE3ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 3 ~='..-'===================-==~ 1----+----+----------------+------1-----1-----+-----I GRADING PLANS FOR:
MAP 13832, CARLSBAD TRACT NO. 93-04
RANCHO CARIIJ1) PHASE 4&5
WT NO. 230
PROJECT NO.
PD030007
HDP03-06
DRAWING NO.
DWG 413-4
;
03050'4
I