HomeMy WebLinkAboutDWG 429-2C; CT 04-09; LA COSTA GREENS NEIGHBORHOOD 1.17; 01-15GJW>ING hQ• El
(IN ADDmON ro Tllf ~ OF CHAPTtR 15. te OF Tllf
CARLS8AD 11/UHIC/PAI.. CODE.)
I. THIS l'U.N SUPERSroE:S ALL trl'Hfll Pu.NS f'flfVfOUSL Y APPROVED BY THE CITY
OF CARLS!WJ R£GARDING GIWJING SHOWN ON THIS SIT OF PLANS.
2. APPROVAL OF THIS PW/ DOES NOT LESSE:N DR WAIVE ANY POlmON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUIDN OF CONOO/ONAL APPROVAL, CITY
STANDARDS OR OTHER ADDmONAI.. DOCUIIE:mS LISTED HEREON AS THE:Y MAY
PERTAIN TO THIS PROJECT. THE E:NGINEE:R IN RESPONS/BlE CHARGE SHALL
REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS D/SCOVERE:D.
J. CITY APPROVAi.. OF l'U.NS DOE:S NOT RE:l.lEVE: THE: DEVELOPER OR E:NGINE:m-OF-
WORK FROM RfSl'ONSIBIU1Y FOR THE: CORREC'/TON OF E:RRORS AND OMISSIONS
DISCOVE:RE:D DURING CONSTRUCTION. ALL f'!AN RE.VISIONS SHALL BE PROMPTl Y
SUBMITTED TO THE: CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY ~ FROM THE CITY ENGINEER MLL 8£ RE:QUIRE:D F0/11 ANY
WORK IN THE PU8LIC RIGHT OF WAY. PR/DR ro PERI.Irr ISSUANCE:, A
CERTIF7CATE OF INSURANCE: IIIUST BE: FILE:D NAMING THE CITY OF CARLSBAD AS
AH ADDITIONN.. INSURED ON THE l'[R/,/fTTE:£'S POUCY IN !'Hf: MIN/WM AMOUNT
OF $1,000,000.00 FOR EACH OCCURFIENCE OF LIABILITY. llf INSURANCc
flltr&rl&W lJf lMG'f; Wet#ff t't#J!liitf a?-&·8f!l?RlG9c GU/QC.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING COO£.
RETAINING WALLS OUTSIDE OF PUBLIC /1/rGHT OF WAY . REQUIRE SEPARATE
PERMITS FIWAI T1-I£ BUILDING DE:PARTIICNT.
I. NO WORK SHAU 11£ COIIIENCE:D UNTH. All /ICRl,//"TS HI\IE: B£E:N OBTAINE:D FROM
THE CITY AND OTHER APPROPRIATE AGEHC/ES.
7. APPIWVAL OF 11-l!Sf PlANS BY THf ctrY ENCINffR DOE:S NOT AIJTHORIZ! ANY
WORK OR CRADINC ro Bf PE:RFORll£D UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PfRMIT HAS BE:E:N /SSUE:D.
9. NO REVISIONS WILL !IC WllE ro THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE Rf:VISION BLOCK, ON THE
APPROPRIATE SHEET OF TH£ PLANS AND THE TITLE SHEET.
t. ORIGINAL DRAWIHGS SH,lJ.L IE06E THE ~ OF TH! CITY UPON BE:ING
S/GNE:D 8Y THE C/1Y ENGINEER.
10. THf ORIGINAL DRAll!NC SHllL 8£ ~ TO lfmECT AS-IMI..T CONOl710NS
8Y THE ENGINEER-OF-WORK PRIOR ro F1NiJ.. ACCEPTANCE OF THE WORK 8Y Tl£
CITY.
11. ACCESS FOR F1Rf Nl/J trl'HfPI ~ li£IIICLE'S ~L 8£ WJNTAINE:D 70
THE PROJECT SITE AT All T"'1E:S DURING CONSTRUCTION.
12. WHtRE T/1/E:NCHE:S AftE Wl1HIH CITY E:ASE:IKNTS, A SOILS RE:PORT ~/SED
OF: (A) SUMWJ?Y SHEET, (8) WJORATORY WORK SHEETS AND {C) COMPACTION
CURVES, SHALL EIE su81.111'Tto 8Y A PROFESSIONAi.. ENGINE:ER or THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUS/NfSS IN THE: FIELD OF APPLIE:D SOILS
MECHANICS. THE SOILS REPORT Will BE SUBMITTED 1V THE CITY E:NG/NEERING
INSPEC1VR wm1IN 1WO WORKING a-ll'S OF THE COMPLET10N OF FIELD TESTS.
1 J. A SOILS COMPACTION REPORT AND COMPLIANCE \IE:/1/tf/CAnON Rf:GARO/NG
ADHERENCE ro RfCOIIIJ£HDATIONS OUTUN£D IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PE/111,/IT. ALL CONTROU.ED G/IADING
SHALL BE DONE UNDER TH£ DIRECTION OF A PROffSSIONAL ENGINEER OF 1HE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FEW OF APPLIE:D
SOILS ME:CHANICS. ALL F7LL OR FUTURE F7LL AREAS SHALL BE CONSTRUCTED IN
ACCORa-lNCE WITH THE CITY OF CARLSBA.D STANDARD SPEC/FICA TIONS AND Tl/£
• fARTHWORK SPECIF7CATIONS • A7TACHED TO THE PRELIMINARY SOILS
INVESTIGATION. ONLY F7ELD COMPACTION REPORTS llfll BE SUBMITTED TO THE
PROJECT INSPECTOR.
14' "l:rifif!!2~urrr:c sm±tL •st~LTHfBl".5% egESwNTAlls
RESPONSIBLE FOR CONSTRUCTION, INSPEC110N. SUPERVISION, T(STING AND ALl. THE CONTI/ACTOR SHALL SCHEDULE THE MEEllNG
fJY CALLING 760 438-1161 AT LEAST FIVE (5) WORKING
a-lYS PRIOR STARnNG CONSTIWCTION. APPROVED DRAWINGS l,/IJSt BE:
AVA/l.A8LE PRIOR 10 SCHEDULING. THE GRADING PERMIT Wlt.L BE PROVIDED 8Y
THE PROJECT INSPECTOR AT THE /,#££TING.
1 !I. ALL fNSf'ECTJQN REQUfS15 DlHER D:fAN FQR /lfffCQHSTRUCPQN lil£ET1NG WILL EE
w~~{~wtri~ii&k5;:ift-~~iltoeftf1tf4£T
THE NEXT WORK DAY UNLESS YOU REQUfST OTHERWISE. REQUESTS WJJf i'JTER
2:00 P.M. Will Bf SCHEDULE:D FOR 1WO FUil WORK ™YS LATER.
11. THE: OlfflER ANO/OR APPLICANT THlfOUGH THE DE.\IE:LOPE/11 AND/OR CON111ACTOR
SHIU DESIGN, CONSTRUCT AND WJNTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SI/All 8E SOLELY RESPONS/81£ FOR CONFORMING ro ALL LOCAi.,
STATE AND FEDERAL SAFETY AHO HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM 1tl LABOR CODE SEC170N 6705 8Y SU8/JITTING
A DETAIL f'!AN 1V THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHOR1NG, BRACING SLOPING OR OTHER PROVISIONS ro Bf MADE
OF WORKER PROTECTION FROM THE: HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH T/1/E:NCH OR Tf/ENCHES OR OUR/NG THE PIP£ INSTALLATION
THEREIN. THIS Pl.AN WST 8E PRfPARE:D FOR ALL TRfNCHES l1VE FEET (S ') OR
MORE IN DEPTH AND APPROVED 8Y TH£ CITY E:NGINEE:R AND/OR CONCERNED
AGENCY PRIOR ro EXCAVATION. If THE PIAN VARIES FROM THE SHORING srsmt
STANQNIQS ESTABLJ5f:1£Q BY IlfE CQNSIR(JCTIQN SAFEJY ORDERS, DUE I
CALIFORNIA ADl,/INISTRATIVE COD£ THE PLAN SHALL BE PREPARED 8Y A
REGISTERED ENGINEER AT THE CQN111ACTQRS fXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST Bf. SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
11. NO 8LASTING 51-w.L BC fl'!RFOlllf!D UHTl A WIL/0 8LAST1NG PE/111,//T HAS BEEN
OBTAINED F/IIOI,/ 7'IE: C/1Y OF CARLSBAD. SUBltl/T APPLICATION FOR BLASTING
PERI.Irr WEil IN ADVANCE OF THE SCHEDULING OF 81.AST/NG OPfJIATIONS.
19. If ANY ARCHAlQLQGICAL BESQURCES AR£ Q/SCQYERro 'I/THIN ANY WORK NIQ.
DURING CONSTRUCOON, QPERADQNS WHL CEASE lf,IMmlAmY, AND THE
PE:RMITTEE Will NOTIFY THE CITY ENGINEER. OPE/IATIONS Will NOT RfSTART
UNTIL Tllf Pf:RMrrTEE HIS RE:CEJVED WRITTEN AUTHORITY FROM THE crrr
ENGINEER TD DO SO.
20. ALL OPE/IATIONS CONDUCTro ON THf srrt OR ADJACENT 1HElfETO, IHCI.UO/NG
WARMING UP, Rf:PAIR, ARRIVlt, OCPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING tOUIPMENT. CONSTRUCnON EQUIPlll!NT AND ANY OTHE:R ASSOCIA7f1J
GRADING EQUIPMENT SHALL 8E LIMITED TO THE PERIOD BITWEEN 7:00 AM. AND
SUNSE:r EACH ™Y. IIONa-lY Tl/RU FRl™Y AND NO fARTHMOVING OR G/IADING
OPfRA170NS SHALL 8E CONDUCTED ON WEEKENDS OR HOLla-ll'S. {A UST OF CITY
HOLla-lYS IS AVAILNJI.E AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off-SITE HAUL RQUIES SHALL BE SU81,/177FD BY THE CQNTRAC]l)R ro IH£
CITY ENGINEfR FOR APPROVAL TWO FULL WORKING Q<IXS PRIOR TO BEGINNING OF
.WORK.
22. IMPORT ~TrnW. Sl'£'IU. l!IC OBTAJNrn FROtl, AND WAS1F: Wo\TERIAI. SHAU BE
DEPOSITED AT, A SITE APPROVED 8Y THE CITY £NG/NEER. THE CQNTRAC11JR
SHALL Bf RfSPQNS/81£ FOR ANY IJfBRIS OR !l.WWE DCCURRING ALONG THE HAUi,
ROUTfS OR ADJACfNT srams AS A RfSULT OF THE GRAD/NG OPERAUQN,
2J. BRUSH SHALL 8£ REltOVED ONLY WITHIN THE ARfA TO Bf GRADED. ND TREES AR£ ro 8E REMOVED UNLESS SPECIFICALLY NOTED ON THE PW/.
:U. ALL AR£AS SHAU Bf GRADED TD DRAIN.GRADING RESUL77NG IN TH£ PONDING OF
WATER IS NOT PERMrrTED. ALL EARTHE:N SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE:.
25. THESE PLANS AR£ SUBJECT TO A SICIIED MID APP/1/0VED SIT OF £/I/OS/ON
CONTROL PLAHS. £/I/OS/ON CON11«)L SHALL Bf AS SHOWN AND AS APPROVED 8Y
THE CITY E:NGINEER OR AS DIRECTED 8Y THE PROJECT INSPECT0/11,
zt. All SLOPES SHALL IJE TR/1,/MED ro A FINISH GRADE TD PRODUCE A UNIFORltt
SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NfAT ANO
ORDERLY CONDITION. All STONES, ROOTS DR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSE:D OF AT A SITE APPROVED OF 8Y TH£ CITY ENGINEER.
27. ALL SLOPES SHALL IJE !Im/GATED, STABIUZE:D, PLANTED AND/OR HY0/1/0SEEDED
WITHIN TEN (10) ™YS OF THE 1111E WHEN IAC1:J SLOPE IS BROUGHT ro GRAD£
AS SHOWN ON THE APPROVED GRADING PLANS.
2/J. LANDSCAPING SHAU BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRE:D
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. NIA. AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING D/RfCtoR.
R:\0375\&En,t.Precllle Oradln"0375P001.-
I
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I
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29. TH£ OWNE/11/APPUCANT SHALL INSURE THAT All CONT/I/ACTORS SHALL COORDINATE
Tl/£ WORK OF THESE G/IAD/NG 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 Tl/£ LANDSCAPE MANUAL TIME Rf:QUIREMENTS.
JO. STORM DFWN PIPE SHAU 8E REINFORCED CONCRETE PIP£ WITH A MINIMUM
D-LOAD OF l,JSO. FOR PRIVATE STORM DRAIN PIPES, LIP TO 15" Pl'C MAY BE
UnLIZED PROVIDED DEF'TH IS LESS THAN 15 FEET AND 8ACKF7llED WITH JI 4 •
ROCK PER SDRSD S-4 TYPE 'c" ANO PIPE MEETS ASTII STANa-lRD JOJ4 FOR
SOR J5 SOLID WALL PIPE.
JI. WHE:RE AN EXISTING PIPE LIN/: IS TO BE ABANDONED AS A /11£SULT OF THE:
GRADING OPE:RATION, IT SHALL l!JE REMOVED WITHIN TWENTY FEET OF BUii.DiNG
OR STREET ARfAS AND REPLACED WITH PROPE:RL Y COMPACTED SOILS. IN OTHE:R
AREAS THE PIPE WILL BE PLUGGE:D WITH CONCRETE OR Rf:MOVED AS APPROVED 8Y
THE CITY ENGINE:ER.
J2. THE CONTRAC1VR SHALL VERIFY THE LOCATION OF All EXISTING FACIUT1ES
(ABOVE GROUND AND UNDE:R GROUND) WITHIN TH£ PROJECT srrc SUFFICIEN11.Y
AHEAD OF GRADING 1V PERMIT THE REVISION OF THE GRADING f'WIS IF IT IS
FOUND THAT THE ACTl/AL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRAC10R SHALL NOnFY AFFECTED unLrrr COMPANIES (SE£ BELOW) AT
LEAST 2 FUil WORKING a-ll'S PRIOR 1V STARTING GRADING NfAR THEIR
FACILmES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
Soo.t:£
PACIFIC /J!I.L
ADELPHM COMMUNICATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD (STRITTS dr STORM DRAIN)
• CITY OF CARLSBAD (SEWER, WATER & RECLAIM£D WA7E"R)
•LEUCADIA WASTEWATE"R OISTl?ICT
• AS APPROPRIATE
:U. PERMIT COIIIPIJANC£ REQU/Rfl.lENTS:
(IJ00)422-41JJ
(600)660-7J4J
(600)/J92-012J
(760)436-7741
(760)606-9609
(760)434-2960
(760)436-2722
(760)753-0155
A FOR CQNTROLLfD G~G-THE: APPLICANT HIRES A CIVIL ENGINEE:R,
SOILS ENGINEER, ANDOR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 A.BJ
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL t,PPROVAL Of A GRADING P@UT-TH£ FOLLOWFNG
REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINE:ER VIA THE
PROJECT INSPECTOR {15.16.120 A.9&:10} CARLSBAD MUNICIPAL COD£:
(I) ANAL REPORT 8Y SUPERVISING GRADING ENGINEER STATING All
G/IADING IS COMPLETE. ALL EROSION CONTROL, SLOPE Pl.ANTING
AND IRRIGA170N ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING Dff'MTME:NT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENG/NE:tR, w,,/ICH INCLUDES
RECOIIME:NDED SOIL BEARING CAPAClnES, A STATE/JENT AS 1V
THE EXPANSIVE QUALITY OF THE SOIi., AND SUMMARIES OF
F1£LD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEME:NT 8Y THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN Tl/£ PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRE:D 8Y THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE: (1)
YfAR AFTER THE CITY ENGINEE:R'S APPROVAL, THESE PLANS MAY BE: REQUIRED
1V BE RESUBMITTED FOR PLAHCHECK. PLANCHECK FEES Will 8E REQUIRED FOR
ANY SUCH RECHECK.
Jf. THE SOILS REPORT nn.ED VILLAGES OF LA cosn,, "'fHE GREENS"
PREPARED BY GEOCON, MARCH I 0, 2006, SHALL BE: CONS/D£:RE:0 AS A
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RE:COMME:NDAnONS AND SPE:CIFICAnONS
CONTAINED IN SAID SOILS REPORT.
RESOLUTION NOTES
COMPLIANCE WITH APCD Frl.JLE:S 51 (THE: "NUISANCE:" RULE:), 52
(PARTICULATE MATTER), ANO 54 (DUST AND FUMES) OF THE: AIR
QUALITY CHAPTF:R WOULD UFECTIVEL Y MlnGA TE DUST IMPACTS
GENERA TED DURING GRADING OPERATIONS. THE FOLLOWING ME:ASURE:S
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
RE:DUCE CONSTRucnoN RELATED TO AIR POUUTANTS:
1. THE: WA 1'£:RING OF ALL SURFACES 8£:ING GPADED AND HAUL
Pourrs SHALL BE: REQUIRED DURING DRY 14£"A THER CONDlnONs.
2. ALL UNPAVED ARE:AS SHALL BE REVEGETATF:D ACCOIWING ro THE
APPROVED .LANDSCAPE PLANS AS SOON AS POSSIBLE AFTE:R
GRADING.
.J. ALL CONSTPUCnON-RELA TED TRAmc SHALL 8£: RESTRICTFD ro
ROUTES THAT ARE DUST-CONTROLLED, RE:DUCED SPEED LIMITS SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRUCTION VEHICLES.
4. ALL CONSTRUCnON ACnVIT1£:S SHALL Bf LIMITF:O DUPING PERIODS
OF HIGH WINDS.
$. ALL HEAVY-DUTY, DIESEL POWERED CONSTRUCTION £QIJ//l'MENT
SHALL BE OPERA TED ACCORDING ro MANUFAC71JRERS SUGGESTFD
OPERA TING INSTRUcnoN (WITH THE: FUEL INJECTION TIMING RETARDED
TO RECOMMENDED LEVEL OF NOX EMISSIONS, BUT WHICH WOULD NOT
RESULT IN EXCESSIVE VISIBLE: SMOKE EMISSIONS) IN ORDER TO
CONTROL POLLUTANT £:MISSIONS.
6. CONSTRUCT10N £:QUIPMENT SHALL 8£: SUBJECT ro P!GULARL Y
SCHE:OULED MAIN TENANCE/71lNE-U
NOT BEING UTILIZED TO A VOID EXC
PS, AND BE TURNED OFF WHEN
ESS/VE IDLING EMISSIONS.
7. THE: APPL/CATION OF ARCHITE:CTU
ASPHALT SHALL ADHERE ro APCD
EFFECTIVELY CONTROL OTHER CONS
'RAL COA T1NG AND CUT-BACK
RULES 67.9 AND 67.7, TO
TRUCTION-RELA rro £:MISSIONS
OF AIR POLLUTANTS.
8. Tl-fE ENG/N£ERING DEPARTME:NT
DURING ALL GRADING OPE:RA nONs
SHALL MONITOR FOR COMPLIANCE:
OF Tl-I£ PROJECT.
LJO LI• 'I ,..1 T.-u· •
THIS Pl!OJECT 15 LOCATE"D WfTHIH ASSESSORS l'AACEI. NUMSER(S)
Z.13-111-Q§. Z.!J.-112-/lt Z.lJ.-112-JQ. Z.!J.-112-~,
NW 2!J.-112-25
11/f CAIJFOIINIA COOIIOIIIATE INDEX OF THIS l'/!OJECT IS
N lsa.5 E §25,2
IMPORTANT NOTICE
HUNSAKER SECT10N 421 ~ 4217 OF TH£ GOVERNMENT CODE
REQUIRES A IG-ILE:RT IDENT1FICAT10N NUMBER BE
& ASSOCIATES ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
SAN [IIIEGO, l~C UNDERGROUND SERVICE ALERT AT:
PLANNtNC 10179 Huemek.em Street TOLL FREE 1-800-422-4133 ENGINEERING San IJlosc, Ca 92121
SURI/EYING PH(858)558·4500 • FX(85S)S58·1414 TWO WORKING DAYS BE:FORI! YOU DIG
PRECISE GRADING
LA COSTA GREENS
NEIGHBORHOOD 1.17
\ \
""\ ~ 0
0 ~
. \
\
' VICINITY MAP
NTS
I HERESY ERTi J-J '""'
SUPERVISE 0\/Ei AL
'RED SOILS ENGINEER OR GEOLOGIST HAS 8F:EN OR W/1.L 8£: RErA!NE:O TO
T1VITY AND ADVISE: ON THE: COMPACT10N AND STABILITY OF THIS SITE.
SIGNATURE
SOILS ENGINEER'S CERT11ICATE
I HERESY DE:CLARE THAT I AM T'HE: ENGINE:ER OF WORK FOR
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE 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 Tri£ CHE:Ck OF PROJE:CT DRAWINGS AND
SPEC/FICAnONS BY THE CITY or CARLSBAD DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, or MY RESPONSIBILITIES FOR
PROJECT DESIGN.
FIRM: HUNSAKER ,t ASSQCIATFS
ADDRESS: 10179 HUENN~NS A\IE"
CITY, ST.: SA.N 0/fGQ. Cl
'l~ z;t,-{)t,
DATE
TELEPHJPf£: (8, 558-4500
IJY, ~~-Y4et= DATE: ___._1.._p._,-f.'-•_.<,..__ __
RAYMOND L. MARTIN
P.E. NO.: RCE 48870
£XPIRAT10N DATE:: _.6"-/.,.,:J0ul08..xx._...,_ ____ _
OWNERS / PERM[M'EES
WARMINGroN HOMES CAI.IFORNb'.
701 PALOMAR AIRPORT ROAD, SUITE 300
CARLSBAD, CA 92009
(760) 9J1-4766
J,EGAL DESCRIPTION
LA COSTA GREENS VILLAGE 1. 7 (CT 04-09)
t!/EING A SUBDIVISION OF LOTS' 1-1D7 OF THE CITY OF CARLSBAD
TRACT CT 04-09, VILLAGts Ot LA COSTA -LA COS'rA GREENS IN
THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING ro MAP NO. 15161 FILED IN THE OFFICE:
OF THE SAN DIEGO COUNTY RECORDER ON OCTOBER JI, 2005 AS
FILE NO. 2005-0943761.
BASIS or BEARINGS
'
THE: BASIS OF 8£:AR/NGS FOR THIS SURVEY IS
THE CALIFORNIA COORDINATE SYSTEM -198:J,
ZONE VI, 1991.JS £POCH, NORTH AMERICAN
DATUM OF 1983 (NADlJ.J), GRID BEARING
BETWEEN STAT10N CLSB-153 AND STATION
CLSB-070 AS SAID COORDINATES ARE PUBLISHED
IN THE CITY OF CARLSBAD SURVEY CONTROL
NETWORK ESTABLISHED BY RECORD OF SURV£Y
MAP NO. 172 71, FILED IN THE OFFICE: OF THE
SAN DIEGO COUNTY RECORDER ON FEBRUARY 8,
2002. IE: N .'16"47'12" W
•
,9.0ftSS1~
~ L. '< ~~ ~ ENGINEER Of' WORK ,_ C,
c,, ""' ' ,,_ -_.. • %,:
~ N0.4670;;: ~,. /,Y/)_;t:_ ,/4a/4, O';, ~P. 15/l0/08 :'
:J'> -1 .. ':-,.'f".
--~ 0,-CA~ltcft RAYOND L. MARTIN DATE
R.C.E. NO. 411670 EXP. 15/30/011
I ' ' I
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TITLE /YOT£S .
KEY MAP, 1/0TtS a DtTAll$
PRECISE GRADI/YG PLAN
i
429-2
429-:IA
SOURCE OF TOPOGRAPHY'
roPOGRAPHY SHOWN ON THESE PLANS WAS
GENERATED BY AERIAL SURVEY BY SAN-LO
AERIAL SURVEYS (1-J0-97) AND BY R.J.
LUNG (5-11-04). roPOGRAPHY SHOWN
HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
LEGEND OF ABBREVIATIONS
TC
TG
GB
BC
EC
HP
LP
FL
FG
IE
ST
RT
LT
FS
NTS
1W
TF
DF
GFF
DATE
TOP OF CURB
TOP OF GRADE
GRADE BRE:AK
BEGIN CURVE
END CURVE
HIGH POINT
LOW POINT
Fl.OW LINE:
FINISHED GRAD!
/~RT ELEVATION
STREET
RIGHT
LEFT
FINISHE:D SURFACE
NOT TO SCALE
TOP OF WALL TOP OF FOOnNI!;
DEEPENED FOOT1NG
GARAGE FINISHED FLOOP
INITIAL
ENGINEER or WORI REVISION DESCRIPTION
ii "
'JOBI TO BE DONE -
TH£ PRCCISE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO
FILLS, REMEDIAL GRADING, DRAINAGE: FACILITIE:S, !POSION CONTROL FAC/LfTIES, PLANT/NC
OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN
OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICAT10NS,
REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
TH£ PRE:CISE GRADING WORK SHALL BE PERFORME:O IN ACCORDANCE WITH THE:
FOLLOWING DOCUMENTS, CURRENT AT THE TIME DF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
RESOLUT10N NO. 608.J DA TF:D /.t4 Y 1 7TH, 2006.
1.
2.
J.
4.
5.
6.
THE STANDARD SPECIFICAT10NS FOR PUBLIC WORKS CONSTRUCTION (G~ l!100K).
7.
8.
9.
10.
11.
12.
SOILS REPORT AND RECOMMENDAT10NS BY GE:OCON
DATED MARCH 10, 2006.
THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS
MAY BE: MODIFIED BY THE CITY OF CARLSBAD !STANDARDS.
FINAL PROGRAM EIR 98-07 AND TH£ MTnGATION MONITORING AND REPORTING PROGRAM,
LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIF1CAnONS
sroRM WAl!"R POLLUT10N PREVENTION PLAN. PREPARED BY: HUNSAKE:R ~ ASSOC/AT£$
WDID NO. 9 J7C.J.J2442, DATED MARCH 5, 2005, AMENDED APRIL 27, 2005.
STORM WATER MANAGEME:NT Pl.AH
PREPARED BY: HUNSAKER A' ASSOCIATE'S, DAITO FEB 16TH, 2005.
CAL/FOl?NIA STORM WAl!"R QIJl(L/TY ASSOCIAT10N, SfORM WATE:R BEST MANAGEM£NT PffAC11CC,
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORiAnON,
CONSTRUCTION SITE BEST MANAGEMENT PRACT1CES (BMP) MANUAL.
LEGEND
DESCRIPTION
DROPPE:O G-IRAGES
BACKWATER VALVE/Sl't.lT SYSTDI REOUIR!D
PAD ELEVATION
FINISHED FLOOR £:LEVAT10N
GARAGE FLOOR ELEVAT10N
D£:£:PENED FOOnNGS
WA TE'R LA TE:RAL •
SE:WFR LA TE:RAL •
LOT NUMBER
PLAN NUMBER (R-RE:\IERSE)
COLOR SCHE:ME
RErAINING WALL (PER SEPARATE PE:RMIT)
REJ"AINING WALL {PER ROUGHGRADrNG PLAN 429-2A)
STREIT NAME: SIGN•
FIRE HYDRANT"
STREEr LIGHr-
WATER MAIN"
SEWER MAIN*
STORM DRAIN•
CASEME:NT
.J" Pvt:' ARE:A DRAIN
6" NOS SPEE-D DRAIN (OR EQUAL)
SIDE:WALK UNDERDRAIN (SDRSD D-27)
:so· X :so· A/C CONCRETE PAD
UTILITY METERS
GRA VEl. BAGS
FIBER ROLLS (SEE DETAIL ON SHffT 2)
• IMPROVEMENTS PER OWG" 429-2
.,
NOTE 1: TWO S7'0RY HOMES MAY HAVE DUAL WAS1c
SYSTEM IF REQUIR~D BY THE BU/LO/NG omc/AL.
EARTHWORK QUANTITIES*
CUT: $,J50 -CY
FILL: 0 -CY
EXPOPT: 5,.'150 -CY
IMPORT: 0 -CY
REME:0/AL: 0 -CY
* Qt:JANT7nES SH(.)WN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
SYMBOL
* m
P-237.80
FF-2.JB.J5
GFF•2.J7.80
™
~,· . ~r:<J
H c,. ....... \_.J
-··-·-!=}·---
-_..,._ ____
ISi
'
___ ,
(3
◄ c::x:::x:::x::x .
QUANTITY
84 lf
6,9~ I.I'
214 EA
109 FA
107 FA
1,ZIH CA
5,564 LF"
Pf;JlNING DEPARTMENT APPROVAL 2::ku DA'm_A;l/2 pc
"AS BUILT"
(Bm!IID) ~~ PWINlllG Dllll!CTOR DATE: 1 ;t1;t)I, DATE RCE EXP.
REVIEWED BY:
Cd~ f,..NI<-D:OIOIINDID ff. MT[ ( NWI) INSPECTOR
I SHiET I CITY OF CARLSBAD LITJ ENGINEERING DEPART114ENT 5
PRECISE GRADING:
LA COSTA GREENS
NEIGHBORHOOD 1.17
APPR~E~ C;9NRAD C. HAMMANN, J~/J•/a 1"1,;~, I 01, ~ fl"1 JJ0C1 ,,.,,.,,, • i
,-,-DATE CITY ENGINEER RCE J3Q§9 EXO 1m/j( 1/Q8
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO SY· 6£ CT 04-09 429-2C PUD 04-0SA OTHER APPROVAL CITY APPROVAL RVWD SY:
W.O NO 0107-0268
''; I
l!IIIOIIOM CON lflul. MOT!I
1. IN CASE: ~ WOll'K IS RtQLJmro, CONTACT CH/JI)( 1$BELL AT
(760) 427-1947
1. £QUIPMtNT ANO ~EN'S FOR ~£NCY· MIIORK SH.41.L IE WJ:JE:
AVAILABLE: AT AU. nME:S DURING THE: RAINY SEASON. ALL
NECESSARY MATERIALS SHALL 9£ STOCKPILED ON SITE AT
CONV£N/£NT LOCATIONS TO FACILITATE: RAPID CONSTRUCTION or
TEMPORARY DE:vlC£5 WH£N RAIN 15 IMM/N£NT.
~-DEVICE:S SHOWN ON PU.NS SHALL HOT tJ£ MOVE:D OR MODIFIE:D
WITHOUT TH£ APPROVAL OF' THE £NGIN££RING INSPECTOR.
4. THE: CONTRACTOR SHALL ~TORE: ALL E:ROSION CONTROL DEVICE:S TO
WORKING ORDER TO THE: SAnSFACTION OF THE: CITY £NGIN£E:R
AF'TE:R E:ACH RUN-OFF PRODUCING RAINFALL
!5. THE: CONTRACTOR SHALL INSTALL ADDITIONAL E:ROSION CONTROL
MtA.5UR£5 AS MAY 8£ RE:QU/R£D BY TH£ CITY ENGIN££R DUE TO
UNCOMPLCTED GRADING OPERATIONS OR UNFOR£5EEN C/RCUM5TANC£5
WHICH MAY ARISE.
6. THE: CONTRACTOR SHALL BE RE:SPONS/Bt.E: lliND SHALL TAKE:
NECESSARY PR£CAUTIONS TO PR£V£NT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATE:R5 CRE:ATE: A HAZARDOUS CONDITION.
ALL E:ROSION CONTROL MD.SURE:S PROVIDFD PER THE APPROVED
7. GRADING PLAN SHALL Bf: INCORPORATED HEREON.
GRADED ARtA.S AROUND THE: PROJ£CT PER/MITER MUST DRAIN AWAY
8. FROM THE: FACE OF SLOPE AT THE CONCLUSION OF £ACH WORKING
DAY.
ALL RO/OV,,BLE Pl'fOTECTM:" DE:VtCE:S SHOWN SHALL SE: IN PLACE: AT
9. THE END OF £ACH WORKING DAY WHE:N THE: FIVE: (!S) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PE:RCE:NT (40%). 511.T AND
OTHER DEBRIS SHALL 9£ REMOVED AFTER EACH RAINFALL.
ALL GRAVE'l. ~GS SHALL BE BURL.AP TYPE: W1TH 3/4 INCH MINIMUM
10. AGGR£GRA TE:.
SHOULD GE:RMIN.A.nON OF HYDROSEEDE:D SLOPES F'AN.. TO l"ROVIDE:
PHAS
6
10 PHASE 4<
7
11 9
51:1' /JACKS --i PER PU\N A
PL
Pb.0•10.~
r-P• 10.U-i
A ("NP.)
Pl.AC£ GRAVEL B4GS --:--+-+rt---._
AROUND DRAINS OUR/NG
GRADING OPE:RATIONS
PLACE FIBER:---. ROLLS DURING
GRADING 0PERATION~S:__,1,""'""""~-1.ji
8
C
~-t-51':T /JACKS
PER PLAN
C
NO MOUNDING
IN THIS AREA (T'OP OF
SLOP£ 0.5' MIN ABOVE
SWALE & NOT TO EXCEEt)
FINISH PAD ELfV.)
====-d::1==::l:~====;;t~;;SIDEWAL.K UHOEl'IDIWN CUR~ P£R SDRSD D-27 (M>);
NOTE:: WALKWA \".!I ARE l"OR REffRENCE ONLY
AND NOT TO BE CONSTRUCTED
PER THIS PRECISE GRADING PLAN
TYPICAL LOT EROSION CONTROL DETAIL
N.T,S.
PL VARl£S
5' MIN
I 1' MIN.
6" MIN.
LOT nWJ'/ON
1 IBR
2 .Jeff
J 281'1
4 1AFI
!5 3CXR
6 IC
7 !AR
8 .JCXFI
9 2DR
10 1BR
11 2AR
12 .JER
13 YES
14 JAR
15 2BR
16 1AR
17 3CFI
18 3E
19 2AR
20 JA
21 181'1
22 20R
2J 1BR
24 1AR
25 28R
26 3CR
27 1BR
28 J,,1/f
29 2Afl
,JO 3CR
J1 1BR
J2 2DR
" 5'1R
J4 1CR
.J5 3£R
J6 2AR
37 3CR
J8 2BR
,J9 JA
I;: I
LOT TABLE LOT TABLE
l!li\CKWATE:R FINISH UPSrREAM
VALVE l'"LOOR fl.EV MH RIM ELEV LOT FU'r(c IJACKWATE:R FINISH U/l'S11l'EAtrl
El.fVA OH VALVE l'"LOOR ELEV MH RIM El.EV
NO 224.07 218.,JO 55 28 NO 21.J.07 212.21
YES 221..J7 221.83 56 IA NO 21.J.77 212.21
NO 220.27 217.97 57 IBR NO 14.47 12.21
NO 2l9 • .J7 217,97 !58 2AR NO 21/5.47 212.21
NO 218.57 217.97 !59 .JE NO 216.47 212.21
YES 217.87 217.97 6 2A YE:S 213.77 27 7.J/5
YES 217.07 217.97 61 18 YE'S 216.57 217.3!5
YES 216.37 217.97 62 JC Y£S 216.57 217.J/J
NO 214.87 213.40 6J 28 NO 217.87 217.35
YES 211.97 213.,JO 64 IC NO 219.07 217.35
YES 209.07 21J,,JO 6 .JER NO 219.J7 217.J4
YES 206.47 213,.JO 66 IBR NO 219.07 217.J4
YES 203.67 21.J,30 67 2DR NO 217.67 217.34
NO 199.37 199.20 6ll JAR YES 215 . .J7 217.34
YES 195.97 199.20 69 .JCR YE:S 208.47 208. 10
YES 193.17 199.20 70 2BR YES 205.27 208. 10
YES 190.37 199.20 71 JAR YES 202.57 208. 10
YES 183.87 184.27 72 28 NO 227.97 224.J
NO 184.87 184.27 73 ,311 YES 237.07 245.11
NO 186.27 184.27 74 20 YES 2#.37 245.11
NO 185.97 184.27 75 ,311 NO 2!50.517 250.0/5
NO 164.97 164.27 76 2BR Y£S 248.87 250.0S
YES 184.07 184.27 77 1AR YES 245.97 150.05
YES 176.17 181.05 78 .JCR YES 242.87 250.05
YES 172.57 181.05 2DR NO 239.87 2.J8.45
NO 169.37 167.158 8 3CR YES 2J4.07 2.J8.45
YES 1615.97 1157.68 R YE'S 2J4.27 1.J8.4S
YES 162.27 167.66 8 1CR Y£S 231.J7 2.JB.4/5
YES 157.47 167.68 8 2BR YES 228.27 1.JB.4!5
NO 15.3.07 151.96 84 JAR YE:S 224.77 2.JB.45
YES 148.67 151.96 8 .lER YES 2.J2.!57 238.45
YES 142.67 151.96 28 YE'S 2J7.67 2.J8.4S
YES 136.67 151.96 67 3E NO 241.77 236.45
YES 1,J0.77 151.96 8 1B YES 244.97 250.05
YES 125.77 151.96 89 JA YfS 248. I 7 250.05
YES 121.47 151.915 9 20 NO 250.67 250.05
NO 118.07 116.26 91 IC NO 252.47 250.0!5
NO 115.57 116.26 92 2A YES 25J.87 257.90
YES 171.87 170.65 9J ,JER YES 255. 77 257.90
7 • E:FFECTIVE: COVERAGE OF' GRADED SLOPES (90,C COVERAGE) PRIOR TO
NOVEMBE:R 1 S, THE SLOPES SHALL BE STABILIZ£D BY PUNCH STRAW
INSTALLED IN ACCORDANCE: WITH SE:CnON 3/5.023 OF THE EROSION
AND 5ED/ME:NT CONTROL HANDBOOK OF THE D£PARTMENT OF
CON5£RVAnON, STATE OF CALIFORNIA. E 8 40 20 NO 172.11 174.47 94 IA YE:S 256.47 257.90
Tl!MPOfllAln' l!IIIOIION CONTFIOL
PLANTING AND IRRIGATION
ALL PaffMNf:NT AND 7£MPORA/fY £ROS/ON COKTROI. PLANTING AND
IRRIGATION SHALL BE IN5TALL£D AND MAINTAINED AS REQUIRED IN
5ECnON 212 OF TH£ STANDARD SP£CIFICATION5 AND THE: FOLLOWING:
A. HYDROSEF:DING SHALL lK APPL/£:D TO:
1. ALL 5LOP€5 THAT ARE GRADFD 8:1 (HORIZONT'AL TO
VERnCAL) OR STFEPER WHEN THEY ARE:
a. THREE FEIT OR MORE: IN HEIGHT AND AD,JACENT
TO A PUBLIC WALL OR STREET.
I>. ALL SLOPES 4 FEIT OR lrlOR£ IN HEIGHT.
2. ARCAS GRADED FLATTE:R THAN fJ: I WHE:N ANY OF' THE
FOLLOWING CONDfflONS EXIST:
KEY MAP
SCALE: 1 "=200'
PROJECT BOUNDARY
-----LOT LINES
70
[]
LOT NO.
SHEET NO.
a. NOT SCHEDULED FOR /U~NTS(CONSTRUCTION OR GENERAL LANDSCAPING) WfTHfN 60 DAYS
OF' ROUGH GRADING.
b. IDENTIFIED BY THE PA/(KS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. Ii'\ \IE" ANY SPECIAL COND/nDN IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT. B. H'YTJROSEEDED AREAS SHALL BE /RR/GA.TED IN ACCORDANCE WffH THE FOLLOWING CRITERIA:
c.
D.
!.
1. AU.. SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEIT IN HEIGHT SHALL BE IRRIGATED BY HAND WATE:RING FROM CJUICK
COUPLE:RS/HOSE B/85 OR A CONVENnONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HE:ADS PROVIDING 100,C COVERAGE.
II. GREATER THAN 8 FEIT IN HEIGHT SHALL BE WA7!'RED BY A CONVE:NnON-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVE:RAGE.
I. ARFAS SLOPED L£55 THAN 6:1 SHALL BE IRRIGAT£D AS APPROV£D BY TH£ CITY ENGINEER, PRIOR TO
HYDROSEEDING. TH£ Drv£!.OP£R SHALL SUBMIT A PROP05£D SCH£M£ TO PROVIDE IRRIGAnON TO THE:
CITY £NGIN£ER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBE:R5, TYPE:$ AND COSTS OF
THE: ELEMENTS OF TH£ PROPOSED SYSTEM.
.J. IRRtGAnON SHALL MAINTAIN THE lrl0/STUR£ LM!. OF THE SOIL AT THt OPT7MUM LE:\IE"L FOR THE: GROWTH OF THE HYDROSEEDE:D GROWTH.
HYDROSE:EDING MIX SHALL CONSIST OF' ALL OF THE: FOLLOWING:
I. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lb•. PER ACRE: OF ROS£ CLOVER
b. 20 lb._ PER ACRE OF ZORRO FESCUE:
c. .J Iba. PER ACRE: OF E SCHOOL CIA CALIF'ORNICA
d. 4 lbs. PER ACRE: OF ACHILLEA MILLE:FOLIA , •• .J /b11. PER ACRE OF AL YSSUM (CARPET OF SNOW)
1.
f. 1 /2 lb. PER ACRE OF DIMORPHbLECA
g. itEMS c,d,e, AND f OF THIS SUBSECTION MAY SE: OMl'fTED ON LOCAnoNS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREIT OR RE:SIDENTIAL STRUCTURES.
h. /TE:M a OF THIS SUBSE:CTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPL/£:D
DRY EITHER BY DRILLING OR BROADCA5nNG BEFORE HYDROSEEDING.
OF THE CONTRACTOR.
I. ALL SEED 4/ATERIALS SHALL B£ TRANSPORTED TO THE: JOBS/TE IN UNOPEN£:D CONTAINERS WITH THE CALIFORNIA
DEPARTME:NT OF FOOD AND AGRICULTURE CERnFlcAnON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
J. NON-PHYTO-TOX/C WITnNG AGE:NTS MAY BE ADDED TO THE HYDROSEE:D SLURRY AT THE DISCRETION
TYPE: I MULCH APPLIED AT THE: RATE OF NO LESS THAN 2000 lbs PE:R ACRE. TYPE 6 MULCH (STRAW)
MAY BE: 5UBS7TrUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIB£R MATE':RIAL. WHEN STRAW IS
USE:D IT MUST BE ANCHORED TO TH£ SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50,r OF
THE STRAW INTO TH£ SOIL.
.J. FERTILIZER CONSISnNG OF AMIIIONIUltl PHOSPHATE: SULFATE, lfJ-20-0, WITH 15Jr SULPHUR APPLIED AT THE RA TE OF' 500 lbs. PER ACRE:.
AREAS ro BE HYDROSEEDE:D SHALL BE ~PARED PRIOR TO HYDROSEEDING SY:
1. ROUGHENING THE SURFACE TO BE: PLANTED BY ANY OR A COMBINAnON OF:
a. TRACK WALKING SLOPE:S STEEPER THAN fJ: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE: SUFFICIENTLY FRIABLE:. c. RIPPING AREAS THAT WILL NOT BREAK UP USING trEMS o OR b ABOVE".
2. CONDlnONING THE SOILS so THAT IT IS SUITABLE FOR PLANnNG BY:
o. ADJUSnNG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
b. THE ADDmON OF SOIL AMENDMENTS, PH ADJUSTME:NT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDlnONS FOR GROWTH.
HYDROSEED£D ARE:AS SHALL BE MAINTAIN£D TO PROVIDE: A VIGOROUS GROWTH UN'TIL THE PROJE:CT IS P£RMAN£NTLY
LANDSCAPED OR, FOR ARE:AS WHERE HYDROS££DING IS THE PERMANE:NT LANDSCAPING, UNTIL THE PROJECT IS COMPLE:T£0
AND ALL BONDS RFJ.tA.SED.
HUNSAKER
& ASSOCIATES
$AN DIECO. INC
Pt..ANNINC 18'11' lull'l',IU,w ~
SIGHT DIS1ANC£ TRIANGLE: (2.S' MAX. HEIGHT OF
ANY OBJECTS, VEGETATION, SLOP£ & AS
MEASUR£D FROM ROAD SURFACE)
PCR
ENCJNEERINC !on Ditto. Ca 92'1%1 TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK SURVfYJNG PH(858)558-4500· ~--
NTS
R:\0375\&Eng\Precise Oradlng\0375PG02.dws
I"
I
I " ',I
109
14
GENERAL NOTES
1. srr TRACT IMP AND EAS!l.l€NT PLATS FOR EAS!I.IENTS, 0/MENSIONS AND ID£N11FIOAnON.
2. PLANS PREPARcD IN CONFORMANCE WITH F.H.A. DATA SHEET' 798.
.J. fflONT, RtAR ANO SIDE YARD DIMENSIONS SHOWN ±. AR£ APPROXIMATE:.
4. SE:rBACKS ARE: MEASURES ro TH£ NEAREST VE:RnCAL PROJcenoN.
5. VERIFY LA YO/Jr AND DIMENSIONS AT JOB SITE.
6. se:E ENG/NEcPl'S PLANS FOR LOCATION OF unL1nES.
7. NO ORIVE:WAY$ SHAU. E:XCffD 10Jf GRA0£ WITHOUT A 4' TRANSmoN AT !Wi'!IGE
AND RIGHT OF WAY. (5££ OITA/L RIGHT)
8. PROVIDE GRADING DEPARTMENT CLEARANCE IJcFORE: FOUNDAnON INSl>ECTION.
9. ALL FILL ro /Jc APPROVEO COMPACTFD FILL.
10. LOTS SHALL BE GRAD£D IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS .
,, . CONmACroR ro PROVIO£ m.tPORARY SAN/TA TION FACILITIES.
12, TH£ ANGLE OF REPOSE IS AN IMAGINARY LIN£ 45' ro THc HO/flZONTAL, £)('ftN(J/Nf)
DOWNWARD f1fOM THE BOTTOM CORNER OF ANY SU/LO/NG FOOnNG ANO SHALL NOt
INTERSECT ANY PART OF AN cXCAVATION FOR tmLmES, DRAINAGE. £TC.
I :J. FRONT WALK FOR RE:FERENC£ ONLY.
14. ALL ORIVE:WAY$ SHALL 8£ CONSTRUCTFD P£R SORSO No. G-1,M.
1/5. ~MG£ FLOOR £L£VAnDN IS AT DOOR (/%FALL FROM REAR) AND EQUALS GROIJNOI
ELEVAnON AT HOUSE LIN£ UNLESS OTHERWISE SHOWN.
16. DURING HOUSE: LAYOUT ANO BE:FORE TRENCHING ALL SE:TBACK O/ll€NSIONS SHOWN ON />LOT
PLANS SHALL 8£ VE:RIFIEO. ANY DISCREPANCIES SHALL BE R£POffT£0 TO OWNER AHO
CONmACTOR FOR RESOLIJTION.
17. WALLS ANO FF:NCES ARE NOT PAtrr OF THIS P£RMIT. SE::£ LANDSCAP£ PLANS.
18. ALL Plot: DRAIN LINES SHALL l!lf! J" SOLID WALL (UNLESS OTHERWISE: NOTFD),
SCH£DUL£ 80, 0. 75% MIN SLOPE:. ,
19. ALL DRAINAGE INLE:rS CONSTRUCTFD ON /!JU/LO/NG PADS SHALL SE ND5 6" SPE::E-D /!JASIN
OR EQUAL. ,
10. ALL LOT 0/UINAGC SWALES ARE: TO 8£ A MINIMUM OF 1.0 JI SLOF'!. '
21. ELEVAnONS ON THIS PLAN SHOWN AS "51.00• ARE TFWNCATrn IN THE: ONE: H~£DS
PLACE SY 200.00 AS APPLICABLE. IE. !51.00 • 2!51.00
22. SETBACKS FOR THIS PROJcCT ARE: AS FOLLOWS:
FRONT YARDS • 15 Ferr ~RAGE• 20 FF:FT
REAR YARDS • 15 ffE:T
SIDE \?IRDS • !5 FU:T
23. THE SOILS REPORT T/Tl.£0 UPDATfD GfOTE:CHNICAL REPORT ANO l"OUNDATION '
DESIGN RfCOMMENDATIONS, VILLAGES OF LA COSTA -TH£ GRl:ENS, Nf/GHBORHOOO
1.17 DATED MARCH I 0, 2006, PREPARED BY GEOCON INCORPORATE:D SHALL BE
CONS/OfRED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING SHALL 8£
DON£ IN ACCORDANCE WITH TH£ RfCOMMENDATIONS AND SPECIFICATIONS CONTAINE:cl
IN SAID SOllS RfPORT.
24. FOR ROUGH GRADING PLANS AND SP£CIFICA110NS Sff CITY OP-CARLSl!IAO OIIC. NO • .b9-1A.
1!5. smm. CURB, a: PAO El.£:VATIONS AR£ PER £)(/ST. PLANS ,t SHOULD 8£ V£R/F/E:O IN THE
FIELD. IF ACTUAL ELEVAnONS VARY FROM THOSE SHOWN, NOTIFY TH£ ENGIEER OF WORK
AT (858) 558-4500.
:16. FOOTPRINTS ARE SAS£D UPON ARCHIIFCTVRAL PLANS DATrn O.J/01/06 ,
27. ORM'WAY PAVING W.TE:RIAL OUTS/0£ OF ROW ro 8£ 4• PCC MIN j
28. ST11FIT AOl)RfSS SHALL 8£ LOOITro ON IJIJILOING EXTEJI/Ofl IN ACCOllfMNC£ IW/'H 1'11£ Cl1Y F1RC COO€.
19. SE:WE:R It. CI.EAN-OUTS ARE PER LEUCADIA WAS7EWATE:R 0/STR/CT.
.JO. AN APPROVEO SACKWA7FR VAL\£ IS REQUIRED FOR
DRAINAGE PIPING SERVING FIXTURES LOCATE:O
BELOW TH£ ELEVATION OF THE NEXT UPSTREAM
MANHOI.£ COVER. FIXTURES ABOI-E" SUCH El.£:VATION
SHALL DISCHARGE THROUGH THE BACKWATER VAL Vf,
JI. ALL WALL ORA/NS TO BE CONN£C7FD TO AREA DRAIN SYSTEM.
I ! , I
:
• ,!! ' TYPICAL UNLESS
OTHERWISE NOTE:O
OE:E:PfN£D FOOTING
WHEN REQ'D
(Sf£ DE:rAIL BELOW)
SECTION A-A
N.T.S.
4' fXISTING 8t:RM TO REMAIN MIO
CONTRACTOR SHALL MOO/FY FENCE:
HE:IGHT AND LOCAnON AS NECESSARY
TO COMPLY WfrH CITY REOUIREMENTS
12• 0~10e:::_~~S.J.!to, FINISHED -,_
--_:..:__---EXISTING GROUND SU/VACI!
SECTION l!J-B
S' MIN
I' MIN
BLDG PNJ ELEV.
t-=:-----;rt ,i: Ml •
21 ll: f.jAX.
ELEY. MUST IE: £QUA/..
TO BLDG. PNJ ELfV. OR
HIGHER
DEEPENED FOOTING
2
I
WHEN REQ'D • S' TYPICAL UNLESS
(SEE DE:rAIL RIGHT) OTH£RWISE NOTE:O
SECTION C-C
N.T.S.
FIRE PROTECTION NOTES:
PERTAINS TO 1./AN MADE SLOPES ASUTT1NG HIGH RISK
FIRE AREAS AS 0£SCRIB£0 UNDER SECnON II C. 1
SECTION A-1: MEASURfD HORIZONTALLY 20' OUTWARD
FROM THE OUnAYING EDGE OF STRUCURE(S).
H IN FE: IN
OVE:R 40' 1 '
SLOP£ ROUNDING DE:rAIL
(DOES NOT APPLY TO SIOE:
SLOP£S BE1WE£N RESIDENTIAL
UNITS)
NOTE:
2· Ir/IN
4" MAX
12" MIN'
41 1CR
42 3ER
4J 2A
# 3C
45 18
46 JC
47 2A
48 1A
49 2BR
!50 JAR
SI 1CR
52 20R
" 3CR
54 IAR
NO 177.17
NO 178.07
NO 178.37
NO 178.J7
YES 211.97
YES 217.07
NO 218.97
NO 219.37
NO 219.17
NO 217.97
YES 216.27
YES 215.27
YES 21.J.87
NO 212.97
WOOD S1"AK!
.J/4"x.J/4" MAX
4' SPACING
FIBER ROLL
N.T.S.
--,---
STtWGHr GflA« l'WOM SACK OF -----• DRIVEWAY APPROACH TO G'IRAG! SLAB.
I. PLANTED WITH GROUND COVER OR LOW GROWING
SHRUB SPE:CIES (LESS THAN J' IN HE:IGHT) KNOWN TO 1) THI! MAXIMUM ~y SLOP£. IIEASIJRE1) ON THC LOWER OR 51EEP!R HAI-£" FIRE RF:TAR!JANT QUAUTll!S
2. J. NO TREES OR SHRUBS ALLOWfD. SI, 8£ 4Jf. SLOPES EXCEEDING 14Jf SHALL ID£ OF TH£ DRl\'EWAY. SHALL 1 •
REQUIRE SPECIFIC APPROVAL BY TH£ CITY ENGINEER. IRRIGATED.
se:c
FRO
1. p
SP£;
2. J.
OON A-2: ME"ASURED HORIZONTALLY 20' OUTWARD
M THE Ol/7LAYING EOG£ OF SECTION A-1.
U,., WHEN TH£ MAXIMUM DRMWAY SLOPES EXCEE:DS 11%, /NCORPORA7F
NS/TIONS AS SHOWN ABOVE. THIS "l?OLL • IN TH£ DRIVEWAY IS INTENDED
LANTE:O WITH LOW WATER USE NA1URAUZING PLANT
CIES KNOWN TO HAVE: LOW FUEL CHARACTERlsncs.
NO TREES ALLOWfD.
IRRIGATED.
TION A-J: ME'ASURED OUTWARD FROM TH£ OUMYING SEC
EOG
AREA
AREAS
01ST,
RIS
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AS DE:SCRIBfD UNDER SECTION II C. HORIZONTAL
"ANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH
K AREAS SHALL NOT BE LESS THAN 60'.
LANTED WITH LOW WATE:R use: NATURALIZING PLANT 1, p
SPE: CIES KNOWN TO HAVE LOW FUEL CHARAC7FRl5nCS.
TRE:ES ARE: AU.OWED BUT SHAU. NOT BE PLANTED 2,
CLOS J. E:R THAN 20' APART.
IRRIGATED.
SEE CURRENT CITY LANDSCAPE MANUAL l"OR OfTA/LS.
'
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TH£ DRl\'EWAY MORE Pl.E:AS/NG VISUALLY.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 12% SLOPE
N.T.S.
DATE INITIAL DATE INITIAL DATE
174.88
174.88
174.88
174.88
217.,J4
217.J4
217.J4
217.34
217.35
217.J5
217.JS
217.35
217 . .J5
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98 JC
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106 1BR
107 JAR
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YES
NO
NO
NO
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YES
YES
NO
YES
YES
YES
YES
NO
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257.67 257.90
258.97 2!57.90
260.07 2!57.90
261.07 2!57.90
2!59.157 2.57.90
257.87 257.90
2/55.47 257.90
245.27 245.11
241.17 245.11
234.77 245.11
2.J1.07 245.11
227.97 245.11
225.47 2 4.,JO
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DEPTH ON THIS DETAIL
15 DIAGRAMMATIC; 5££
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TYPICAL DEEP FOOTING DETAIL
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"AS BUILT"
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LA COSTA GREENS
NEIGHBORHOOD 1.17
KEYMAP, NOTES & DETAILS
APPROV~, JO'!!l_fJ C, HAMMANN, JR, .j ¢l
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