HomeMy WebLinkAboutDWG 431-2A; CT 04-20; MATCH PLAY @ LA COSTA; 01-05---~ ,~---------:..::;--~
GRADING PLANS FOR:
GRADING NOTES
(IN ADDITION TO THE REQU/REMEN TS OF CHAPTER 11. 06 OF THE
CARLSBAD MUNICIPAL CODE.)
1, THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
2B. LANDSCAPING SHALL B£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. • AND/OR AS DIRECTED BY THE CITY
SEE SHEET 2 FOR LEUCADIA WASTEWATER
DISTRICT GENERAL SEWER NOTES. MATCHPLAY AT LACOSTA
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 CONDITIONAL APPROVAi.., CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHAU
REVISE THESE PLANS WHEN NON-CONFORMANCE IS 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 CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP7l Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVJ.L.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER I\ILL 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 THE PERMITTEE'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 RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GU/Qf;,_
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WAUS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARAJE
PERMiTS FROM THE BU/WING DEPARTMENT.
6. NO WORK SHALL 8£ COMMENCED UNTIL AU PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UN11L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS I\ILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CJTY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON 7J-/£
APPROPRIA JE SHEET OF 7J-/E PLANS AND 7HE TITLE SHEET.
9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY TH£ CITY ENGINEER.
10. 7HE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDIT/ONS
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 MAIN1AINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF; (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT I\ILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
fJ. A SOII.S COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING
ADHERENCE TO RECOMMENDA 110NS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF 7HE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHAU BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS
!NVfSTIGATION. ,DAILY FIEW COMPACTION REPORTS f\!LL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRCCONSTRUCDON M£E11NG SHALL BE Hf;] D AT THE SUE PRIOR__Jt;l. Tr/E BEr,tNNING Of WORK AND SHAii Bf ATifNDfD BY All RfPRFSfNTAD\lfS
RESPONSIBLE FOR CONSTRUCTION, INSPEC110N, SUPERVISION, TES11NG AND ALL
OTHER ASPfCTS OF THE WORK. 7HE CONTRACTOR SHALL SCHEDULE THE MEE11NG
THROUGH THE PERMIT CLERK (760) 43B-3891 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAI\INGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT I\ILL BE PROVIDED BY
T/-IE PRO,J£CT INSPECTOR AT THE MEETING.
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 WITH THE LANDSCAPE MANUAL 11ME REQUIREMENTS,
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIP£ f\!TH A MINIMUM
D-LOAO 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 SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 35 SOLID WAU PIPE.
JI, WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHJ.LL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVfD AS APPROVED BY
THE Cl TY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF J.LL EX!STiNG FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PRO,JECT SITE SUFFICIEN7l Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 111TH 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 AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
1-800-422-41.33
(B00)-660-7343
(800)-892-0123
(760)438-7741
(7.60)434-2980
(760J43B-2722
(760) 753-0155
SBC
ADELPHIA CABLEVISION
CITY OF CARLSBAD(STREETS &: STORM DRAIN)
CITY OF CARLSBAD(WA TER &: RECLAIMED WA 1ER)
LEUCADIA WATER DISTRICT (SEWER)
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER.
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE.
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO RNAl APPROVAL OF A GRADING P£RMIT -THE FOUOW!NG
REP OR TS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD MUNICIPAL CODE:
(1) FINN_ REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE 111 TH Cl TY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOit., AND SUMMARIES OF
FIEW AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OU7llNED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT l'ATH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
A.P .J\L 21s--J70-52
ivlAP J\J0. 7780
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CONDOMINIUM PROJECT
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS
AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL
1 •.·.: •. •./. '.).?.~,'. FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION . · · . , OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL
//:;;:;;.;.;;;'.'.,), AS SHOWN ON REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, ~:.;f::>;};:~c~.t}.':-,..,._ ,. ,, T/'777, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON
'(,_,,,:,~:-?: LA COSTA ;:;;;/~/;:-:_::;(;>:),_ "ll-1£5£ PLANS.
v ... ·--'// RESORT & SPA ,'>'./-~✓>>,✓ ,✓/'.:<·1
1,;:;1/,,,,,. //,·'/·/,/,, >;.;,:;'.:>;;,:;;:_;'.;'.;;, THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE ~{/:··'////:''"/,/ /L",",,,•/R,4'./,"/ ,,, •. ,. \;;;,;;::,;:;:_:;:;>~1,J;, </) $1Jf0\ FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS
'·;;;:·/ //·/· ·•,·,!,./··/,,,.,/)',"'+--~ · -/, .. ///>>~-:, DIRECTED BY THE CITY £NG/N'••R V ·/•/' //.-'. h/' // cJ.LC • ""·''//.·C' "'-' • .. //.< /// ,,,. /, /," ,'J "'-I:;;&{.:..'::\.·,.',',·':) \///,)½ <-·' // // ,/,_.'>:,--':.":_ '(,/// / > c;;;,:;,;,;;:;;,;;;_;?;1/.'.:i.28,; ,; .. .,./;;,, ";;J 1. CARLSBAD MUNICIPAL CODE. .,,,.,co· TA "-. '~'..;.~(:;,,c2'.;2.J_-~QJ>-11...---.... 1: ~7J ffTC:Ltft!ls.STANDARDS.
,
2
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4
5
VIEJO CASTILLA .. -.
WAY
OLIVEJ/HA/N ROAD
I
VICINITY ,\/AP
NO SCALE
TB PAGE 1147 G-1
INDEX
COVER SHEET
LWD SEWER NOTES
GRADING NOTES & DETAILS
GRADING PLAN
EROSION CONTROL
EARTHWORK QUANTITIES
GUT: 2 7D/J CY
FILL; ---"""----CY
/MPORT; _ __..___ cy
EXPORT:. 2 650 CY
REMEDIAi..: 3 10Q CY
EARTHWORK QUANTITIES ARE FOR
EST/MA TING PURPOSES ONLY.
BOTTOM OF WALL BW
EDGE OF PA VEM£NT £P
EXIST. EXISTING
4. CITY OF CARLSBAD PC/CC RESOLUTION NO(S) 5908
DATED MAY 18, 2005,
5, THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION
(GREEN BOOK.)
6. SOILS REPORT AND RECOMMENDATIONS BY WESTERN SOIL & FOUNDATION,
INC. DA JED AUGUST 4, 2004,
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£
MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED N/A.
10. STORM WATER POLLUTION PREVENTION PLAN {SWPPP) PREPARED BY
BHA, INC. DA TED JULY 14, 2005 WDID NO. 937C3J4626.
11. STORM WATER MANAGEMENT PLAN PREPARED BY BHA, INC. DATED JULY
25, 2005.
12. TH£ CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA) STORM
WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE
OF CALIFORNIA, DEPr. OF TRANSPORTATION, CONSTRUCTION SITE BEST
MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND QTY
PROPERTY BOUNDARY
FINISHED FLOOR £LEVA TION
EXISTING SPOT ELEVATION
(TOW/LL FLOWN TOPO)
EXISTING SPOT ELEVATION
(FIELD SURVEY)
PROPOSED SPOT ELEVATION
(DESIGN ELEVATION}
PROPOSED INDl\1/DUAL WATER METER (CMWD; W3-A)
EXISTING WATER METER
EXISTING SEWER MANHOLE
EXISTING DRAINAGE FLOW
EXISTING BUILDING
FF 180.5
8 £A.
Wl
0
15. ALL INSPfCVON RFQllfSTS QD-/FR THAN FOR PRECONSTRUCVON MEEDNG W L BE
MADE RY CAf /ING THf ENG/NfTRING 24-HQIIR INSPECTION RFQIIEST I /NE AT
(760) 43B-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M,
ON THE DAY BEFORE THE INSPECTION IS NEEDED, INSPECTION$ I\ILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFJER
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 FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. TH£ SOILS REPORT: JOB NO. 04-01-07 AND ADDENDUM N0.1 DA TED
AUGUST 5, 2004 PREPARED BY WESTERN SOILS AND FOUNDATION ENGINEER/NG
INC. SHALL BE CONSIDERED AS PART OF TrllS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE 111TH THE RECOMMENDATIONS AND
SPECIF/CATIONS CONTAINED IN SA/0 SOILS REPORT.
20 10 0 20 40 60 LA COSTA COUNTRY CLUB
aoLF couns:=: f7NISH GRADE
FINISHED FLOOR
FLOWUNE
HEIGHT
FG
FF
FL
HI
TC
TG
7P
TW
[-----] -----
EXISTING CONCRETE
2: 00 P.M. WILL BE SCHEDULED FOR TWO FUU WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH 7HE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAF£TY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO AU LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. 7HE 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 THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THF PLAN VARIES FRQM._IM.f5fiQRJNG .. SYS.JI:M.
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE B
CAUFORNIA ADMINISTRADVF; CODE. TH£ PLAN SHALL Bf PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVA T/ON 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 TH£ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
"DECLARA.TION OF RESPONSIBLE CIIARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
/IA VE EXERCISED RESPONSIBLE CHARGE OVER 7HE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAI\INGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
b~A,lnc.
SCALE: 1" = 20'
SUBDIVIDERiDEVELOPER
MICHAEL CREWS COMMERCIAL DEVELOPMENT
P.O. BOX 300429
ESCONDIDO, CA. 92030
(760) 749-1919
LEGAL DESCRIPTION
LOT 41 OF LA COSTA UNIT NO. 1. IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 6117,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, JUNE 3, 196B.
SITE ADDRESS NAVARRA DRIVE, CARLSBAD, CA
land planning. ctvll engineering, surveying
RONALD L. HOLLOWAY
NO. 2927!
EXP. 3-31-07 BENCHMARK
APN # 216-170-20
5115 AVENIDA ENCINAS
SUITE "L •
CARLSBAD, CA. 92008-4387
(760) 931-8700
l'Ifil,
OF C
PT. NO. 20 NAME CI.SB-020
DURING CONSTRUCTION, OPERATIONS I\ILL CEASE IMMEDIATELY. AND THE //-~r-0 ,,-
ST.4MPING CLSB-020 L.S. 6215
MONUMENT DESCRIPTION:
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT RESTART v >
UNTIL THE PERMITTFE HAS RECEIVED. WRITTEN AUTHORITY FROM THE CITY E 29271 EXP. 3-31-07 DATE SET ROD DRIVEN TO REFUSAL Wl7H CAP 220 FT. WEST OF ROMER/A
ENGINEER TO DO SO. ST. ON THE SOU7H SIDE OF LA COSTA A\IE AND 5FT. BACK OF
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING SOILS ENGINEER'S CERTIFICATE CURB.
WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED ~~.£,_Zi.,MM/E~ REGISTERED C/\1/L ENGINEER OF 7HE STA TE OF TO REACH DESCRIPTION:
GRADING EQUIPMENT SHAU BE LIMITED TO 7HE PERIOD BETWEEN 7: 00 A.I.I. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING CALJFORNIA, PRINCIPALLY DOING BUSINESS IN TIIE FIELD OF APPLIED SOILS FROM THE INTERSECTION OF LA COSTA AV£ AND ROMER/A ST. GO
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND Sn.JOY OF TH£ SOIL WEST ON LA COSTA AVE. 220FT. TO THE POINT ON THE LEFT.
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) CONDITIONS PREVALENT WITHIN THIS SITE WAS MAO£ BY ME OR UNDER MY MONUMENT IS ON THE SOUTH SID£ OF LA COSTA A\IE. 5 FT. BEHIND
21 . ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE DIRECTION BETWEEN THE DA TES OF JULY 09 2004 AND AUGUST 5, 2004. CURB.
LEGEND (co11't)
EXIS r. SEWER
EXIST. WATER
DA 't!../GHT
UNIT NUMBER
FF ELEV.
TOP OF CURB
TOP OF GRATE
TOP OF PAVEMENT
TOP OF WALL
--<S) --<S> ---
___ (W) (W)--
PROPOSED BUILDING BOUNDARY
PROPOSED 12• WIDE 6" DEEP PCC SWALE c:=:> c:=:> c:=:> c:=:>
PROPOSED CONCRETE DRIVEWAY
QTY
NEW CONCRETE
EXIST. CURB & GUTTER
PROPOSED SLOP£
"SWALE-GARD'
GRASS SWALE-PR£ FILTER
12' DRAIN INLET BROOKS
1212 OR EQUIVALENT
[Y
[Q)
□
6" NDS ROUND GRATE & CATCH BASIN
115 L.F.
340 S.F.
(101, 201 & 60) OR EQUIV. c-:j
PROP. CURB 0Ull..£T 9
EXIST. CONTOUR
PROP. CONTOUR
PROP. MASONRY RET. WALL
(BY SEPARATE PERMIT)
PROP. 4• ct 6" PVC DRAIN SDR21
PROPOSED 6" PVC SEWER LATERAL
e~~EPARTMENT APPROVAL
\ DA.TE:fz/lS-ps-
A£S1rr,4\ff(SIGNED)
PLANNING DIRECTOR
y YI
HAS BUIL TH
680 S.F.
1 EA.
1 EA.
5 EA.
2 £A.
920 S.F.
216 LF.
1 EA.
DATE
CITY ENGINEER FOR APPROVAL TWO FUU WORKING DAYS PRIOR TO BEGINNING OF TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS Sn.JOY, WITH MY
WORK. :igoM,f;M~EN=-'O""A""Tl'-ONS, HAS BEEN SUBMITTED TO TH£ OFFICE. OF TH£ CITY ~'-f:t ~~N: 104.25 l~~='---'=~Slf;;;GNEDS)"""=---~ DATE:t7.--/ rs/~ REVIE\IED BY•
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE 'i(OfESSto ~?.L"":~~ -___,--~ /.
DEPOSITED AT., A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR "'< ,t,.'( SIGNED·'-&=-. CALIFORNIA COO RD. INDEX: ""CO""""mllD BY•, Jessi~ &Au.o~ -/~ '>• ,...., 3/t,'f ,:;'I
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ~~" :{:>'· ZIMiff!: ..,, .<: . ~ 334-1689 "" maruw --(PRIIIT N~ INSPECTOR V DATE 8
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERAT/0/>/., i..: ~ ~ ~ Ge '72~ z l:.'=,7(,,. K
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE !~ ::i No. 928 ~ ~ P.E. NO.: RCE SOURCE OF TOPOGRAPHY: w CITY OF CARLSBAD I SHEETS I {/)IQ
TO BE REMOVfD UNLESS SPECIFICALLY NOTED ON THE PLAN. 1 -TOW/LL, INC. 5 ~ .!.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF f"' up~_-3l_--cb. ~ DATE: __ /...,l,....-~A-L/_,_-~D.=,S~--------5933 SEA LION PLACE, SUITE 100,-----------------------i---...+---1-----------------+--+---4--+-----t ;:=::::=:::::...':==::::E=NG:::::I=N:::::EE:::::R:::::l=NG=:D:::::E:::::P:::::AR~.Mr::.··:::::· :::::N=T=='..'.:::::::::::::::~ ~i
WATER IS NOT PERMJT1FD. AL.L EARTHEN SWALES AND DITCHES SHALL HAVE A ~,p C'~ :,. * 3-~/-0?,, CARLSBAD, CA 92008 LEUCADIA WASTEWATER DISTRICT GRADING & EROSION CONTROL PLANS FOR: ~!O
MINIMUM ONE PERCENT SLOP£. -0:.;gc{.£1:11'1\;~~ LICENSE EXPIRATION DATE: !;< 61C:ffi :~~~iti:;794.J PRIVATE SEWER SYSTEM APPROVAL MATCH PLAY@ LA COSTA ~.!S,
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROS/ONO '¾;,,.-.,,.r./E...W,W.'i;!, · .RTIFICATE ~""~
CONTROL PLANS. EROSION CONTRO!. SHALL BE AS SHOWN ANO AS APPROVED BY VVl'•tfiK<S."'-. /1,,_ -· ,, ,,,, I,.., CONDOMINIUM PROJECT -THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. t/-.-. fl, {J;• 3252-637
26. AU SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 'DATE: JOB NO. -iClS
SURFACE: AND CROSS SECTION. THE SITE SHAU BE LEFT IN A NEAT AND GEOLOGIST HAS BEEN6f)R WILL BE RETAINED TO SUPERVISE OVER-ALL ~ROVED:dY" . GLENN 11-IOMAS PRIUM ·~~I;;
ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHA/.L BE REMOVED GRADING ACTIVl/2 AD EON THE COMPACTION AND STABILITY OF CARLSBAD MUNICIPAL WATER DISTRICT ~;t;"' i?-t'. J-r-• c,r, S. :'.2::
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. THIS SITE. l---t--+:~-::;=---13=(./-;.,/,-,l-=---------+---t---t---+-----l CITY ENGINEER Yi>£ ~IRES 09 30 07~Df/¥TE~Ll2>._I Ir) •
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED --.. --, //,-,_ e,..r-.J ,-~ ~ ;:J/,•</. .{' OVE ClRDUNO Oolla.E-CHECKVA\-VE <.l~
WITHIN TEN (10) DAYS OF THE TIME wr1EN EACH SLOPE 1s BROUGHT ro GRADE NAME ,~4.t "J 1 'ff0 -1N1TIAL oAJE INITIAL DcWNHKDBBYY: .. flU\' PROJECT NO. I DRAWING No. ~~
AS SHOWN ON THE APPROVED GRADING PLANS. DATE ROBERT J. w6JCIK DATE REVIS ON DESCRIPTION -CT 04 20 431 2A .,,.. L ______________________________ :FO~R:_ _ _::::::_ _______________________________ _jl..!;'.D~EP:U~~,!_;C~l~!.!.,.~E~N~G~IN~E!E~R-~R:,~c.!E~-~3~36~9~8:_!E~XP::_,'.:;6/~3~1L/~06~£E:NG:IN:E:~:.:~_~=RJK ___ __::.._~l.:..__:_:.:_.:.._.:..__:_ ____ ~o~~:~::..:A:PP:RO~V:AL;J.~c;1~~~:P:R~OV:A~L~R~V~WO;;;;;;;;~BY~:~~=-=;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;~i~
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LWD SEWER NOTES
1. LWD APPROVAL OF TI-IESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OR WVRK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION
OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS. AND CONSTRUCllON WVRK SHALL CONf"ORM TO THE
LEUCADIA COUNTY WA JER DISTRICT LWD SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS
CONSTRUCllON (GRFFNBOOK.) AND THE REGIONAL STANDARD DRAWINGS. MOST
CURRENT ED/DONS. IN 7HE EVENT OF CONFLICT THE LCWD SEWER STANDARDS
GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT All TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HA VE A COPY OF THE SEWER NOTES 2. &: 3.
DOCUMENTS ON THE JOBS/TE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DA TE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR
REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR
MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO
LCWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND EST/MA TE PURPOSES ONLY
OF THE SEWER QUANTITIES.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR S/./ALL SUBMIT SHOP DRAWINGS
REPRESENTING ALL MATERIALS AND SUPPLIES SA T!SFACTORY 70 LCWD. WVRK
SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD.
8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED
THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC
SURVEY REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WVRK, CONTRACTOR SHALL SECURE A LCWD
PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE
TO LCW PRIOR TO CONSTRUCT/ON.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED
FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING,
BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF
WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCA VA T!ON
AND PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED fOR ALL
TRENCHES FIVE FEET OR MORE IN DEPm. IF TH£ PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE
PREPARED BY A REGISTERED ENGINEER. A COPY OF me OSHA EXCAVATION
PERMIT MUST 8£ SUBMITTED TO THE LCW INSPECTOR PRIOR TO EXCAVATION.
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND
TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWA TERING
CONTINUOUSLY UNTIL mE WVRK IS COMPLETED INCLUDING PLACEMENT AND
COMPACTION OF BACKFILL MATERIALS IN A DRY STA TE. ALL PIPE ZONE MA TER!AL
LOCATED IN WET OR AREAS SUSPECTED TO BE V.ET IN THE FUTURE SHALL 8£
ENCASED IN GEO TEXTILE MATERIAL. SUITABLE GEO TEXTILE MATER/AL SHALL BE
SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR
SHALL OBTAIN DEWA TERING PERMITS AS NECESSARY AND RETURN OF
GROUNDWAlER TO 7HE SEWER SHALL NOT BE ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE
PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER.
TO THE BEST OF THE PR/VA TE ENGINEER'S KNOWI.EDGE, THERE ARE NO EXISTING
UTILITIES EXCEPT T/10SE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE
POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A
DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT T/1£ UTILITIES SHOWN ON THE
PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTllUTE A REPRESENTA T!ON
OF THE ACCURACY OF THE LOCA T!ON OF, OR THE EXISTENCE OR NON-EXISTENCE
OF, ANY UNDERGROUND UTILITY, PIPE, OR SlRUCTURE WITHIN THE LIMITS OF ?HIS
PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT {800} 422-4133,
AS REQUIRED BY STA TE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR
TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STA TE, AND
FEDERAL SAFETY REGULATIONS INCLUDING. BUT NOT LIMITED TO, TRENCH SAFETY
AND CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS
ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED
BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK
SPECIFICATIONS AND THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF
PIP£ SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY !HE LWD DISTRICT
ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES
AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PR/VA TE E/'/GINEER. THE
PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LCWD FOR REVIEW AND
APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING
COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY !HE
DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF
EACH DAY OF WORK.
22. mE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY
SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL
RETAIN A LICENSED SURVEYOR 70 RE-ESTABLISH AND RECORD me MONUMENT
CNANGE PER STA TE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN
THE SEWER PIPE AND ANY OTHER UTILITIES.
24. SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL
COMPLY WITH LCWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH
DEPT REGULATIONS
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE
IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE
CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS
APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER
MAIN UNLESS OTHERWISE SHOWN AS APPROVE_D BY LCWD ON THE PLANS
27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FAG£ AT EACH
LATERAL LOCATION BY THE CONTRACTOR.
28. A 10 GAG£ SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.
TH£ WIRE SHALL EXTEND UP TO A 2• COPPER TAG TIED AND SOLDERED TO THE
WIRE. 7HE TAG OVE_"R THE SEWER MAIN SHALL TERM/NA TE 6" ABOVE PAVING
SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVE_"R THE
CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED
AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE,
JOINTS, LINING, AND GOA TING. THE PIPE SHALL BE CAREFULLY BEDDED TO
PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL
BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE
SEALED AT ALL TIMES WHEN CONSTRUCT/ON IS NOT IN PROGRESS.
30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN
BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE
MFGR.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER
STANDARDS. WATER JETTING SHALL NOT BE ALLOV'1:0.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE
TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND
COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVE_"D EQUAL,
MANHOLE ADAPTORS SHALL BE SET IN 7HE BASE FOR EACH PIPE CONNECTION.
SETTING OF Ml-I RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE
PLACEMENT. ?RECAST MANHOLE BASES ARE ACCEPTABLE FOR USE Wl!H 8"
SEWERS 'NITH DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE
A 2• BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE.
GASKET SHALL 8£ CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED
EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER
BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER
BACKFILL.
37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR
TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO
CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE
AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HA VE FINAL
APPROVAL BY THE L WD INSPECTOR PRIOR TO PAVING.
SEWER LATERAL CONNECTION NOTES
-----------------·································----------
1. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL 8£ MADE TO EXISTING WYES OR
SHALL 8£ MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND
SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING mE ADJACENT
EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER.
2. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE
EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR
PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREM LWD SEWER. IN LOCATIONS WITH
SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY
AND BYPASS EQUIPMENT Wlm FULL-TIME MANNED MONITORING. NO UNMANNED
BYPASS SHALL BE ALLOWED.
3. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND
OUlSIDE DIM/NS/ON AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS
SHALL BE RUBBER CASKETED WITH NO CENTER STOP. PIPE ENDS SHALL 8£
THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S).
THE REPAIR COUPLING SHALL BE SLIPPED ALL TH£ WAY ON TO ON£ PLAIN END PIPE,
THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE
REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN me
TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED
BY PW PIPE, OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
4. PVC OR VITRFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO
TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP
OR VCP TO PVC, A ROMAG INDUSTRIES. INC. STY/..£ 501, OR APPROVED EQUAL,
STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR
EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF me PIPE ON
THAT SIDE OF mE COUPLING BEING JOINED. 7HE CENTER RINGS SHALL 8£ DUCTILE
IRON PER ASTM A536, GRADE 65-45-12 AND SHALL BE PROVIDED Wl7H 15 MILS
FUSION BONDED EPOXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS
SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER
SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
~ CITY OF CARLSBAD I SHEETS I
1----1----1-----------------1------;--;----t-----; ~ ENGINEERING DEPARTMENT 5
t----t----+----------------1-------1----t---+---t
b~A,lnc.
land planning, cMI . engineering, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
~ I..PD~k/
RONALD L. HOLLOWAY RC£ <;!9271 EXP. 3-31-07
1-----+----l<i:~ AS-l3ll/lT
DATE DATE INITIAL
ENGJNEER Of WORK REVISION DESCRIPTION
DA TE INITIAL
01HER APPROVAL
DA TE INITIAL
CITY APPROVAL
GRADING & EROSION CONTROL PLANS FOR:
MATCHPLAY@ LA COSTA
CONDOMINIUM PROJECT
APPROVED: tJY' GLENN THOMAS PRUIM
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b~A,lnc.
land planning, clvll engineering, surveying
5115 AVE/1/IDA ENCINAS
SUITE "L •
CARLSBAD, CA. 92008-4387
(760} 931-8700
RONALD &70~271 EXP. 3-31-07
RONALD L.
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NO. 29271
EXP. 3-31-07
CIVU.
DATE
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-z;:;, ~ 3/oi.;/~'1 INSPECT□~ DATE 8 ~===t==~====================t==±==i===t=~ fSHFi7 CITY OF CARLSBAD l SHEETS I ~~ t====+====~============================j====jt===f====]===:J L,2_j ENGINEERING DEPARTMENT 5 ~~
11 __ -t---t----------------l---l----!...--L-_j GRADING & EROSION CONTROL PLANS FOR: ~'i§' MATCHPLAY@LACOSTA ~~
CONDOMINIUM PROJECT i;
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PPROVED: 8 Y . GLENN THOMAS PRUIM J, .
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5115 AVENIDA ENCINAS
SU/IE "L •
CARLSBAD, CA. 92008-4387
(760) 931-8700
--------------
GRADING PLANS FOR:
MATCHPLAY AT LACOSTA
' I
i 28' · i ,, : ,, "
\-----------------
\
CONDOMINIUM PROJECT
0 CENTERLINE DATA
NO DELTA/BRG. RADIUS LENGni REMARKS
1 N091:J.'03"E 24.62' ----.. ~"-, .. ,. --------
2 58'36'50" 22.00' 22.51'
3 N67'51'53"E 36.46'
4 48'10'56" .. 26.66' --16.82'
5 N19'40'57"E 16.52'
□ CURB DATA
NO DELTA BRG. RADIUS LENGni REMARKS
I 41'36'01" 10.00' 7.26' CUR8 AND GUTTER -MEDIAN TYPE
8-1 PER G:-6 MODIFIED •o• HEIGHT
2 N67'51'53"E 36.46' • •
3 48'10'56" 32.00' 26.91' • •
4 N19'40'57"E 16.52' •
5 2112•19• 10.00' 4.75' 6" CUR8 & GUTTER TYPE G PER G-2
6 N22"08'07"W 38.19' • •
1 N67'51'53"E 17.00' CUR8 & GUTTER -MEDIAN TYPE
B-1 PER G-6
8 N22'08'07"W 9.00' " •
9 N67"51'53"E 25.50' • •
12 4810'56" 6.73' " • 13 ''i119·40'57"£ 3.02' -.---.~---------~
SEE LEUCADIA WASTEWATER DISTRICT
SEWER NOTES ON SHEET 2
SEWER LATERAL TABLE
NO. SEWER STATION 1.£. @ MAIN LATERAL LENGTH
1 54 53.9 24.73'
/.£ @ PL % SLOPE TC EL DEPTH @ PL
51.0 24.7 56.2 5.0
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REMARKS
30
DATE
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I SH4EET I CITY OF CARLSBAD I SHEETS I 1-----+--+----------------<e---+----t----+----1 ENGINEERING DEPARTMENT 5
1-----+--+----------------<e---+-----<----+----I
1----+--t----------------,f----+----f---+----t GRADING & EROSION CONTROL PLANS FOR:
MATCHPLAY® LACOSTA
CONDOMINIUM PROJECT
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LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 1 EA
GRAVEL BAGS 100 EA ocx:::x::x::>
CONCRETE WASH OUT 1 EA
SILT FENCE 174 L.F. -•-•-
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3 FT (0.9 M) MIN,
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PUBLIC RIGHT-
OF-VIAY
PROFILF;; FIL/ER FABRIC
PUBLIC RIGHT-OF-WAY
. . 5D'M/N,
... .2J.'.MJ.N, .......... .
CORRUGATED
STEEL PANELS \__ PROVIDE APPROPRIA T[ TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
EROSION CONTROL NOTES CONDOMINIUM PROJECT
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TONY FROST (760} 149-1919.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVA!LABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MA T£RIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO Tl-IE SATISFACTION OF THE CITY
ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. Tl-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY Tl-IE CITY ENGINEER DUE TO
UNCOMPLETED GRAD/NC OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
WHERE IMPOUNDED WA T£RS CREA TE 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 Tl·/£ END OF EACH WORKING DAY W/11:N T/1E 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 AGGREGRA T£.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PR0\1/DE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
70 NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WIT/-/ SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF Tl/£ DEPARTMENT OF CONSERVATION, STA TE 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/CA T/ONS AND Tl-IE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES Tl-IA T 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 FOUR FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6.-1 WHEN ANY OF Tl-IE FOLLOW/NG 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 HIGHLY VISIBLE TO THE PUBLIC.
C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
A. T'r1REE TO EIGHT FEET IN HEIGHT SHALL BE !RR/GA TED BY HAND WA T£R/NG FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PREC/P!TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE.
8. CREA /ER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIP!TA T!ON SPRINKLER
HEADS PR0\1/DING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY Tl-IE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE
DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC
REGARDING Tl-IE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRF/IGA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWT/-1 OF Tl-IE HYDFIOSEEDED
GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF Tl-IE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
A. 20 LBS. PER ACRE OF ROSE CLOVER
8. 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
£ 3 LBS. PER ACRE OF AL YSSUM (CARPET OF SNOW)
F. 1/2 LB. PER ACRE OF DIMORPHOLECA
G. ITEMS C, D, E, AND F OF T/-IIS SUBSECTION MAY BE OMITTED ON LOCAf/ONS WHERE THE AF/EA BEING HYDROSEEDED IS NOT
VISIBLE FROM EITHER A PUBLIC STREET OR RE!:>,DENTIAL STRUCTURES.
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WIT/-/ A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY
DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERfALS SHALL BE TRANSPORTED TO Tl-IE JOBS/TE IN UNOPENED CONTAINERS WIT/-/ THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT Tl-/£ RATE OF NO LESS THAN 2,0DO LBS. PER ACRE. TYPE 6 MULCH (STRAW} MAY 8£ SUBSTITUTED,
ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO Tl-IE SLOPE BY
MECHANICALLY PUNCHING NO LESS T/-IAN 50% OF THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WIT/-/ 15X SULPHUR APPLIED AT Tl-IE RAT£ OF 500 LBS.
PER ACRE.
D, AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1, ROUGHENING Tl-IE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF:
A. TRACK WALKING SLOPES STEEPER THAN 6: 1.
8. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC/ENTL Y FRIABLE.
C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A ORB, ABOVE
2. CONDITIONING TI/E S0/1..S SO 'fHAT IT IS SUITABLE FOR PLANTING BY:
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA 7VRA TED SEED BED. STABILIZED CONSTRUCTION ENTRANCE 8. T'r1E ADDITION OF SOIL AMENDMENTS, PH ADJUS™ENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
b~A,lnc.
land planning, cMI anglneertng, suNeylng
5115 A VEN/DA ENCINAS SUITE "L •
CARLSBAD, CA. 92008-4387
{760) 931-8700
EXP. 3-31-07 DATE
11 AS BUILT"
N/ A
RCE f921I EXP, <J-V-09
INSPECTOR
DATE
CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWT/-1 UNTIL Tl-IE PROJECT IS PERMANENTLY LANDSCAPED OR,
FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL Tl-IE PROJECT IS COMPLETED AND ALL BONDS RELEASED.
~ CITY OF CARLSBAD ISHEETSI l----l-----+----------------1-----f---+----+----f Ll_j ENGINEERING DEPARTMENT 5 ---1-----+-----------------t------+---+---+---i
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENCINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING & EROSION CONTROL PLANS FOR:
MATCHPLAY@LACOSTA
CONDOMINIUM PROJECT
APPROV£D:d , • GLENN THOMAS PRUIM ~ ~~ r,1,js/.,S' CITYENGINE P£514EXPIRES 09 30 07 DATE'
DWN BY: rlrn
CHKD BY: -~~-
RVWD BY:
PROJECT NO.
CT 04-20
DRAWING NO.
431-2A
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