HomeMy WebLinkAboutDWG 423-8A; CDP 03-12; PARK DRIVE KELLY RESIDENCE; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSfDES ALL OTHER PtANS PRE\/10USL Y APPROVED BY lJ-IE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON rHIS SET OF PLANS.
2. APPROVAL OF 71-i/S PLAN DOES NOT LESSEN OR WAIVE ANY PORTJON OF lJ-IE
CARLSBAD MUNICIPAL CODE, RESOLU170N OF COND/170NAL APPROVAL, CITY
STANDARDS OR OTHER ADD/170NAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON'-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS OOfS NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTJON OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTJON. ALL PLAN RfV/SIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENG/NfER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RJGH T OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTJFICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN AOO/TJONAL INSURED ON THE PERM/ TTEE'S POLICY IN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WR/TJNG THE POLICY MUST HA VE A RA TING OF "A" ANO A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY 'BESTS' KEY RA17NG GUIDE.
5. UNLESS EXEMPTED BY .SECTJON 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BU/lOING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTJL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO TH'ESE PLANS WITHOUT TH£ WRITTEN' APPROVAL
OF TH£ CITY £NGIN££R, NOTED 'NITHIN 1HE RE:VISION BLOCK, ON 1H£
APPROPR/A TE SHEE:T OF THE PLANS ANO THE 17TI.E SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THf PROPERTY OF THE CITY UPON BEING
SIGNED BY !HE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO RE:FLECT AS-BUILT CONDi170NS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCE:PTANCE OF TH£ WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMfRGENCY VEHICLES SHALL Bf MAINTAINED TO
THE PROJECT SI TE AT ALL TIMES DURING CONSTRUC170N.
12. WHERE TRENCHES ARE WITHIN CITY EASEMfNTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTJON
CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE Of
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS
MECHANICS. 71-iE SOILS REPORT WILL 8E SU8MITTEO TO TH£ CITY ENGINEERING
INSPECTOR 'NITHIN TWO WORKING DAYS OF THE COMPLETJON' OF FIELD TESTS.
13. A SOILS CDMPAC170N REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDA 170NS OU TUNED IN lJ-1£ SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BU!f._D/NG PERMIT. ALL CONTROLLED GRADWG
SHAL[ 8£ DONE UND[R THE DIRECTION OF A PROFESSIONAL ENGINEER OF lJ-1£
STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIEtD OF APPUED
SOILS MECHANICS. ALL FILL OR f!JIURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE W/71-i THE C/1Y OF CARLSBAD STANDARD SPEC/r/CA llONS AND THE
• EARTHWORK SPECIF/CA TJONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTJGA TJON. DAILY FIELD COMPACTJON REPORTS WILL BE SUBM!TTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCDON MITTTNG SHALL BE HELD AT THE SITE PRIOR TO TH£ 8EGINNING OF WORK AND SHALt BE ATTENDED BY ALL REPRESENTA TJVES
RESPONSIBLE FOR CONSTRUCTJON. INSPEC110N. SUPERVISION. TESTING AND ALL
OlliER ASPfCTS Of llif WORK. THE CONTRACTOR SHALL REQUE:ST A
PRECONSTRUCTJON MEETJNG BY CALLING THE INSPEC170N LINE AT (760) 4-38-3891
AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTR0CTION. THE
CONTRACTOR WILL THEN BE CONTACTED BY 1HE PROJECT INSPECTOR TO
COORD/NA TE A DA TE ANO TJME FOR THE PRECONSTRUCTJON MEE17NG. APPROVED
DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT .WLL
BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEE17NG.
15. All INSPFCTJON RFOUFSTS OllifB ViAN FOR PRECONSTRUCTTON MEFTTNG WIJ t BF
MADE RY CAIi /NG T1-lf FNGINEFRING 24-HOIJR IN$PfCRON RFOUFST I /NF AT
(760) 4JB-3891. IN$PEC170N REQUEST MUST BE RECEIVED PRIOR TO 2: 00 eM.
ON THE DAY BEFORE THE INSPECTJON /S NEEDED.. /NSPECTJONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST 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 ANO/OR CONTRACTOR
, SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMJNG TO ALL LOCAL,
STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS. LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTJON 6705 BY SUBMITTING
A DETAIL PLAN TO TH£ CITY ENGJN£ER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTJON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA 170N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST 8E PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEP17-f ANO APPROVED BY TH[ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO fXCAVATTON. IE ViE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTJON SAFETY ORDERS. 17TLE B
CALIFORNIA ADMINISTRA TT\/£ CODE. THE PLAN SHALL Bf PREPARED BY A
R£G/STERED ENGINEER AT THE CONFRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVA 170N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA TJON.
18. NO 8LAS17NG SHALL 8[ PERFORMED UNTJL A VALID BLASTJNG PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA RON FOR BLASTING
PERMIT OCLL IN AOVANC[ OF THE SCHEDULING OF BLASTING OPERATJONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARf DiSCDVERED WITJ,IN ANY WORK AREA
DURING CDNSTRUC170N, OPERA 770NS .WLL CEASE IMMEDIATUY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA TJONS 1"17Ll NOT RESTART
UNTJL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
20. All OPERA TJONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, OEPAR7VRE OR OPERA TJON OF TRUCKS,
EARlJ-IMOVING EQUIPMENT, CONSTRUC170N EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY 17-/RU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERA TJONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOL/DA YS IS AVAILABLE AT THE ENGINEERING DEPAR™ENT COUNTER.)
21. ALL OFF-SITf HAUL ROUTES SHALL BE SUBMITTED BY 1Hf CONTRACTOR TO rHE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY TJ,1£ CITY ENGINEER. THE CONTRACTOR
SHALL Bf RESPONSIBLE; FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUi,
ROUTES DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TJON.
23. BRUSH SHALL BE REMOVED ONLY WITHIN' THE AREA TO 8£ GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 1HE PLAN.
24. All AREAS SHALL BE GRADED TO DRAIM GRADING RESULTING IN 17-1£ PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
lJ-1£ CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. All SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFJ" IN A NEAT AND
ORDERLY CONO/TJON. ALL STONES, ROOTS OR OTHER DEBRIS SHAH BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL 8£ /RR/CA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10)· DAYS OF THE TJME WHEN 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 TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRA1"17NG NO. N/A , AND/OR AS DIRECTED BY THE CITY
ENG/NfER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS Vl!TH THAT SHOWN ON BOTH 1HE LANDSCAPE
AND /RR/GA TJON PLANS AND lJ-IE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 1"17TH' A MINIMUM
0-LOAD OF 1,350. FOR' PRIVATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SORSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTJNG PIPE LINE IS TO BE ABANDONED· AS A RESULT OF THE
GRADING OPERA TJON, IT SHAI.L BE REMOVED WllJ-1/N' TWENTY FEET OF BU1LDING
OR STREET AREAS AND REPLAC!D WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS 7HE PIPE WILL BE PLUGGED 'NITH CONCRETE OR REMOVED AS APPROVED BY
THI!: CITY ENGINEER.
32. 7J-/£ CONTRACTOR SHALL VERIFY TH£ LDCA 170N OF ALL EXISTJNG FACIUTJES
( ABOVE GROUND ANO UNDER GROUND ) Wl1HIN THE PROJECT SIFE SUFFICIENn. Y
AHEAD OF GRADING TO PERMIT lJ-1£ REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACIUAL LOCA 170NS ARE IN CONFLICT WITH 71-1£ PROPOSED
WORK.
33. 7J-/E CONTRACTOR SHALL NOTIFY AFFECTED U17LITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTJNG GRADING NEAR THEIR
FAC/LITJES AND SHALL COORDINATE 71-1£ WORK WITH A COMPANY REPRESENTA 17VE.
UNDERGROUND SERVICE ALERT
SOC&£
PACIFIC BfLL
DANIELS CABLfVISION
CITY OF CARLSBAO(STREETS & STORM DRAIN)
'CARLSBAD MUNICIPAL WATER DISTRICT
'SAN DIEGUITO WATER DISTRICT
'I.EUCAD/A COUNTY WASTE WATER DISTRICT
"VALLECITOS WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
'AS APPROPRIATE
34. PERMIT COMPLIANC[ REQU/R[MENTS:
1-800-422-4/JJ
(760)438-6200
(760)489-3441
(760)438-5241
(760)438-2980
(760)438-2722
(760)753-1145
{:760~753-0155 760 744-0460
760 753-6466
(760)565-5657
A. FOR CONTROi.LED Gli?ADING -1HE APPLICANT HIRES A CIVIL ENGINEER;
SDltS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120A.8J
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -lJ-IE FOLLOWING
REPORTS MUST BE SUBMITTED TO lJ-1£ CITY ENGINEER VIA mE
PROJECT INSPECTOR [15.16.120A.10/ CARLSBAD MIJNIC/PAt CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TJNG ALL
GRADING IS COMPLETE. ALL EROS/0/'I CONTROL, SLOPE PLAN17NG
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPlE Of COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPAC/DES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER' THAT 17-1£
GRADING WAS DONE IN ACCORDANCE 'NITH THE REQUIREMENTS AND
RECOMMENDA DONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PER!-/IT 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 fEES WILL BE REQUIRfD FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT 1771.£1) "PRELIMINARY GEOTECHNICAL INVESTJGA TJON
UNDEVELOPED HILLSJDE LOTS, 4588 ADAMS STREET, CARLSBAD, CAl/FDRNIA"
PREPARED BY VINJE & MIDDLETON ENGINEER/NG, INC., DATED FEBRUAR'Y 11. 2002
ANO UPDATE LETTER DA TED JANUARY 27, 2005 SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DON£ IN ACCORDANCE Willi THE
RECOMMENDA TJONS AND SPEC/RCA TJONS CONTAINED IN SAID SOILS REPORT.,
OWNER
KIRK PA TRICK DEVELOPMENT, LLC
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER Of WORK FOR THIS PROJECT,
THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTJON 6703 OF THE BUSINESS AND PROFESSIONS
CODE, ANO THAT THE DESIGN IS CONSISTENT WllJ-1 CURRENT STANDARDS.
I UNDERSTAND· lJ-IAT 71-iE CHECK OF PROJECT ORA WINGS AND SPECIF/CA 170NS
BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER
OF WORK, OF MY RESPONS/8/U TIES FOR PROJECT DESIGN ..
FIRM: lJ-IE MAPSMITH INC.
ADDRESS: 535 N. HWY 101 SUITE G
CITY, STA Tf: SOLANA BEACH, CA
TELEPHONE· ~~ J ~ ~
BY,--~, ... M1cHA£L.f;M,TH DATE, s/z.1 ·
R.C.E. NO.: G,5MtJ
REGIS TR A TJON EXP/RATION DA TE: 9 -;i?,O -i22
SOILS ENGINEER'S CERTIFICATE
I, S. Md,J, · S. Sh.J ric>t , A RfGISTERED
C/'\1/L ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN 1HE FIELD OF APPLIED SOILS MfCHAMCS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SIT£ WASfMADE BY ME OR UNDER MY DIRECTION
BETWE[N TH[ OAT[S OF -25 -<'2 20""3. AND
2 -{! , 20~ TWO COPIES OF THE SOIL$ REPORT
COMPILE FROM THIS STUDY, WITH M ECOMMENDA 7/0NS, HAS 8•"''' .
SUBMITTED TO THE OFFICE OF TH CITY(~ .. v . ( )
I -I ./
SIGNED: W'l •
c'-_j
P:E,, NOl: 4 to1J4
DATE: 5-2~ -OS
LICENSE EXP/RATION DA TE::
OWNER'S CERTIFICATE
I ( W[ ) HEREBY CER17FY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR WILL BE RETA/N'ED TO SUPER\//$[
OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE. ~~ .. ~••
_,,, / ~ ~ ~55W!(\l1Y\ .;;~ /4.s
K/RaA TRICK DEVELOPMENT, LLC' DA TE
A CALIFORNIA LIMITED LIABILITY COMPANY
5950 LA PLACE CT
CARLSBAO,CA 92008
(858) 693-8980
A CALIFORNIA LIMITED LIABILITY COMPANY
5950 LA PLAC[ CT
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CARLSBAD.CA 92008
(858) 693-8980
T.EC:.U DESCRIPTION
PARCEL B OF ADJ 04-10, RECORDED 4-7-05 PER
DOC. NO. 2005-0287694, A PORJ//ON OFPARCEL 1
AS SHOWN AT PAGE 12773 OF PARCEL MAPS
FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, JUNE 2~ 1983
SHEET INDEX
1) 17 TI.E SHEET
2) GRADING & DRAINAGE PLAN
J) EROSION' CONTROL PLAN W/ DETAILS
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AN
AERIAL SURVEY FROM /NFORMA TION GATHERED ON APRIL 21st,
2001 BY SAN-LO AERIAL SURVEYS. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NA 170NAL MAP ACCURACY STAN/JAROS.
PROJECT LOCATION
THIS PROJECT IS tOCA TED WITHIN ASSESSORS PARCEL NUMBER($)
206-192-34
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS:
N 358 [ ___ 1=6~71~------
EARTHWORK QUANTITIES
CU,: 1002 CY
FILL: 202 CY
IMPORT: "'O'-'C<.JY ______ _
EXPOR~ ~8""00"'-"C:..cY _____ _
REMEDIAL: ~25,,,0'-"-CLY ____ _
CONSTRUC170N PRIORITY: MEDIUM
I.
I ,
WORK TO BE DONE
THE . GRAOING WORK SHALL CONS/ST OF THE CONSTRUCTJON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACNJTIES, EROSION CONTROL FAC/UTJES, AND
PU.NIING 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 TJONS, REQUIREMENTS, RESOI..UTJONS
AND ORDINANCES CITED ON lJ-IESE PtANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TJME OF CONSl'RUCTJON, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3, THIS SET OF PLANS
4. RESDLUTJON NO. 5674 DA TED AUGUST 18, 2004
5, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTJON (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENDA TJQNS BY VINJE & MIDDEL TON ENGINEERING, INC.
D>I TED FEBRUARY 11, 2002 AND UPDATED ON JANUARY 27, 2005
7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY
lJ-1£ CITY OF CARLSBAD STANDARDS.
8: CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CDP 03-12 CONDIDONS
DA"FEO
9: ENVIRON._M_£~N=TA_L_A_P=P~R~O-VA_L_D~O~CUMENTS DATED --"N,_/.'-'-A ____ _
10. SWPPP_~N~l~A~----
11. Sl1MP __ Nc,./c,c,A'------
12. 1HE CALIFORNIA STORMWATER QUALITY ASSOCIA170N (CASQUA) STORMWATER
PRACTJCE CONSTRUCTION HANDBOOK AND STA TE OF CALIFORNIA DEPT. OF
TRANSPORTATJON CONSTRUCTION SITE BES, MANAGEMENT PRACIT!CES (BMP)
MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
PROPERTY BOUNDARY LINE
EXISTING EASEMENT
CENTERLINE
CUT/FILL LIN[
LIMIT OF GRAOING
PROPOSED CONTOUR
EXISTING CONTOOR
2: 1 CUT SLOPE
PROPOSEO MASONRY RETAINING WALL PER SEPARATE PERMIT . -
/2[~ GQ?IRtTE '2€NfHiT
PROPOSE~ DRAINAGE OITCH
.
SDRSD D-75
.
------
--
C II
F
"' w
--2515---
-·---·-2/55----·-·--
y y y
"'" Xz=z='#=
~->(==;<=
)(
PRoPosEr. s~•1g~.-i. l.lflli''i"1llro,;/NAli'V6' 50/t.&W'(). · · :_ ··'·.-I . -. -.
PROPOSED SPOT ELEVATION -TWz70. 0
BW=60. 0 \
EXISTING FIRE HYDRANT
-. -. .. '
. .
PROPOSED SEW[R LATERAL ONSITE LOCATION
PROPOSED WATER LATERAL ONSITE LOCATION
PROPOSED RIP RAP [NERGY OISSIPATOR
EXISTING RETAINING WALL
SDRSD 0-40
EXISTING CURB GUTT[R ANO SIDEWALK
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING STORM ORAIN
+0-1
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,. ----·-· .. -w -------··~---
1431 SF
--.. H?? sr
..:,J....£f" Ln . -
;,.,-
111 LF
5361 SF
1 CY
d~;"!«--..>cs;-~M-.M-. -~-.'Ft-.-'fF'l'a"'-~~-,t=;-~;-;_~_-:=-;;:-:,~-~=-==~~==1=1_ ;::;-_-,~,-==-==-==~•~~~
\ ,'2RGP60{1f] 'fflf.' 'QI.' FfiSb'W: • Of• 15) SORSS G £'5 Fl'P[ 0 t~~':;~:~::~7::1;'.:-~:~r~~~;~~:~;~: I 28 t/1 f)
PT~NING DEPARTMENT APP~OVAL . u AS BUIL Tu
"'~ nAm~/23/JS-~'l/-J-~-1/u!t1
AsSrSHJ-,v, , PLANNING DIRECTOR RCE0e9o EXP,_'l.ffi/4 DATE
~J ~~ DAID <o/2 3/0 '5 1--R-E-VVJf-".IJ-EE-DD-~_B-Y,/-'~ ----------'
RECOMMENDED BY: 13,::,rb,;.r4,-k'.,,,..,<cly ~~,-_I /41/J,
(PRIN'I NAME) INSPECTOR DATE
.... " BENCH MARK
DESCR/PTJON: SEWER MANHOLE @
LOCA TJON: INTERSECTION WALNUT AVE. AND LiNCWJ ST:
1-----+--+------------+---l---t--l-----l L....I S=H1E=IH::'.'-=C=I=T=Y==O=F=, =C=A=R=lS==B=A=D:::'....':::I S=HE~ET~S I ~ ENGINEERING DEPARTMENT
.... '
VICINITY MAP mt TO stA!.E
GRADING & EROSION CONTROL PLANS FOR:
RECORDED: PER' C! TY OF CARI $BAD Pl AN 245 4
ELEVA 7'/0N: 4J 64 IE I 50 30 RIM DA IUM: ..1M11.:$1,,__ __ _ Park Drive SFR
Po.rk Drive, Co.rlsbo.ol Co. 92008
1J:[}j](6 = ---------
t'hi w/iJ[J]I;J!iJiJDu[J{]· CARISBAD MUNICIPAL. WATER DISTRICT 1------1--1-----------e---------1----1-----1----J ~A=PP=Ro=vE=D,=L=Lo=YD=s=. =Hu=00=s=.,1=i,--======!
\,,, / 6M NORTH HWY 101, SI.I/Tc G, SOLIWA BEACH, CA 92075
MIC'"'""L LI N ◄IT ... DC" •
--~-~---DJ.ID / / (SIGNED)
ROBERT /. WOJARK, RCE 33698
DEPUTY CITY ENGINEER
l---+-+-----------+------1---1------11-----1 ~d id/~ t:./.111/oS
CITY ENGINlf.lR PE'.2ef899EXPIRES 12 /,31 /~MTE
//fl/II If >I.Ci -_, 1// J
DA TE I NITI.t<L DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER AIPPROVAL CITY APPROVAL
DWN BY:~ CHl<D BY:_.
RVWD BY:
PROJECT NO.
CDP 03-12
May 26,2005 9:41:19 Thu
•
DRAWING NO.
423-8A
MS 04-028
)
072605 J
-GRAPHIC SCALE 1 '=20 ·
;
0 20 40 60
ABBREVIATIONS
TW BW HP FF GF IE GONG.
FL TG
• FINISH GRADE AT TOP OF WALL • FINISH GRADE AT BOTTOM OF WALL •HIGHPOINT
• FINISH FLOOR ELEVATION • GARAGE FINISH FLOOR • INVERT ELEVATION • CONCRETE SPECS. PER SOILS ENGINEER REQUIREl'1ENTS • FLOWLINE ELEVATION • TOP OF GRATE ELEVATION
EASEMENTS
AN EASEl'1ENT FOR ROAD AND UTILITY PURPOSES AND DRAINAGE OVER. UNDER. ALONG AND ACROSS THAT PORTION OF PARCEL a IN THE CITY OF CARLSBA~ COUNTY OF SAN DIEG~ STATE OF CALIFORNIA. AS SHOWN AT PAGE 12773 OF PARCEL MAP~ FILED IN THE OFFICE OF THE COUNTY RECORFER OF SAN DIEGO COUNTY. JUNE 20, 1983. DESIGNATED AND DELINEATED ON SAID PARCEL MAP AS "15 FOOT RESERVATION FOR DRAINAGE UTILITIES AND INGRESS AND EGRESS".
I
EXISTING P/l ~
VARIES -5' MAX.
-----
,,,,,.--FINISH GRADE
I ,,,---EXISTING GRADE __ .,___ ---
PAO EL=79'___ ---
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/ /
/
/
/
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A
2
PROPOSED 1 '-8 ' BLOCK
RETAINING WALL
BACKYARD SECTION
NOT TO SCALE
C DRIVEWAY SECTION
2 NOT TO SCALE
B
2
LA
NOT TO SCALE
pif'il(#/jf!,{§ (XJl,'(RifE
.mt\ •o • •1 .,. 20' ·e fJfHE PeR /9./, I
TW PER PLA
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jiDefi w f?Rf'.'SH ~ ~l
SEO -
EXISTING RETAINING !:J RETAINING WALL PER
SEPARATE PERMIT WALL
D
2
'
PER PLAN
---EXISTING GRADE
~;
l"f I,
J.,-, 0 •~, t; . 5090 :J: ~
DRIVEWAY SECTION AT PAN HANDLE \1t Exp. 09/30/05 a:,
NOT TO SCALE crvt
OF CA
'44.0!
40.0 ,
WALL I•
eve
D
LINE
4 .00' v.c.
P:l.•39.31} fl· 1+07, ·· · ·
G1•1.811 G2=20.00X
L1
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C2
L2
C3
L3
C4
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en
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DRIVEWAY
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EX 12" ACP WATER
M{',IN PER DWG. 149-8 SHT 2
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itfhlrs t:::=, ---------
7/iJ{fJ{;JfiJJOTf[){J
536NOIITHHWYIOt, SUIYEQ, SOI.ANABEJJCH, ~ 92075
MICHAEL H. SMITH P.E.
858-259-2510
DRIVEWAY-CENTERLINE DATA
DELTA
12 ·29 '40"
12 '28 58"
77 •23 '31"
85 •14 '41"
EVC
BEARING RADIUS LENGTH
N65 • 55 '5 J"E 7.15'
37.50' 8.18'
112.50' 24.51'
N65 • 56 '33 "E 73.34'
27.00' 36.47'
N11 • 26 '5B"W 57.45'
27.00' 40.17'
N74' 04 '33"E 24.14'
eve 4 • v.c. E c
P.I.-69.311/2;{) .
GJ-20.001 G2•15.461
REMARKS
Ii: .. ..
.. ..
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.. ..
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co
70
00
50
40
00
DRIVEWAY PROFILE
NOT TO SCALE
~ CITY OF CARLSBAD 1----+--+---------------t---t---t----t-----J ~ ENGINEERING DEPARTMENT
1-----11----+---------------t-----+--t----t--1 GRADING & EROSION CONTROL PLANS FOR:
rn
1
DA'JE INITIAL DA'JE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
Park Drive. SFR
Po.rk Drive, Co.rlsbo.ol Co. 92008
APPROVED: LLOYO 8. HUBBS$;-'
&.& ... .-;r;:: ,:?'~~ ; ... JS J ..2 11/ ,:,.$
CITY ENGINE~3: EXPIRES 12/31/0~IJATE
PROJECT NO. DRAWING NO.
CDP 03-12 423-8A
Jun 9,200 12:51:29 Thu MS 04-079
)
072605
DESCRIPTION
LEGEND
QUANTITY SYMBOL
GRAVEL BAGS 430 EA 000000000000
STABILIZED CONSTRUCTION
ENTRANCE
1 EA
HYDROSEED 2725 SF
8.
C.
0.
STABILIZED CONSTRUCTION ENTRANCE
2. AREA$ GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDIT10NS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT10N OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDIT10N IDENT1FIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
2.
3.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE 818$ OR A CONVENT10NAL SYSTEM
OF LOW PRECIPITA T10N SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREA T£R THAN 8 FEET IN HEIGHT SHALL BE WA T£RED BY A CONVENT10N-
AL SYSTEM OF LOW PRECIPITA T10N SPRINKLER HEADS PROVIDING 100%
COVERAGE.
AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. 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.
/RR/GA T10N 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:
2.
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCAT10NS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECT10N MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
8ROADCAST1NG BEFORE HYDROSEEDING.
i. ALL SEED MA T£RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERT/FICA T10N TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYDROSEED
SLURRY AT THE DISCRET10N OF THE CONTRACTOR.
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 FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW IN TO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA T£ SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA T10N 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. CONDIT10NING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDIT10N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE COND/T10NS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
{1'/4:/70....._
/:/ ~IJSf.
jU)/E5
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT SEAN 8 E KELLY AT
(858) 693-8980
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCA T10NS TO FACILITA T£ RAPID
CONSTRUCT10N OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDIT10NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERAT10NS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUT10NS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND 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 AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES 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 WITH SECT10N 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
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/ ,r,.11 lAJ[J]J;J!iJiJDuDO
536 f.JOFril-l HWf 101, SUITE a, SOI.ANA BEACH, C4 920711
MICHAEL H. SMITH P.E. L 858-259-2510
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
/
/ 4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
/
/
....,
~ 0. 65090 ~
a: Exp. 09/30/05 ::o
CIVl\..
OF C.1.\.
~ ,,--"
~•=;;-II.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
IN TO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCA VA TED SOIL.
l---+------1----------t----+--+---+-----t I SH3EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTMENT
l------!--+-----------------lf----+---1----+----1 ;;G::;:R=AD;:IN~G..::&=::;E:;:;R;::;O::;:S:;:;IO:;:N;:::;::CO;:N:;:T:;:;R;::;0:;:L::::;P:;:;LAN:::;:;::;:;:S::::;F;:O::;:R=: ='...::::==::::
DA TE INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
Park Drive. SFR
Po.rk Drive, Co.rlsbo.ol Co. 92008
DWN BY: PROJECT NO.
CHKD BY: ;,..i,;.--
RVWD BY·' e;,..1 CDP 03-12
May 27.2005 10:09:5 Fri MS 04-079
\072605
(.,.)
2.
(.,.)
)
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