HomeMy WebLinkAboutDWG 422-9A; CT 04-06; PALOMAR POINT; 01-07-GRADllfG NOTES
(IN ADDlnON TO 11-111' 1/fFJ!)Ulfl!F:WNTS OF CHAPTER 11.t/8 OF Tl-IC
CARLSBAD MUNIC/1' AL CODE)
1. 11-IIS l'IM SIJPDISEOES ALL 011-IE"R PLANS PllrlfOUSl Y APPRO\® BY 7H! CITY
Of CARLSBAD R£CARD/NG GRADING SHOfllH ON 1HIS SET Of PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSO/ OIi WAI\,£ ANY POR110N OF 1HE
CARLSBAD MUNICIPAL COOE, RESOI.UTION OF COND/710NAL APPROVAL, CITY
STANDARDS OR OTHER ADDl170NAL DOCIJl,/EliTS US1ED HEREON AS THfY 1,/AY
Pf:RTAIN TO THIS PROJECT. 7Hf ENGINEER JH RESPONSIBLE CHARGE SHALL
REV/Sf 11-IESE PLANS riHEN NON-CONl'ORMANCE IS D/SCO\.£RED,
J. CITY APPROVAL OF PLANS DOES NOT RElJEI£ THE: DE\.£LOPER OR £HG/NEI11-0F-
NORK FROM RESPONSIBILITY FOR 11-IE CORR£C710N OF ERRORS MID OMISSIONS
DISCO\.£RED DURING CONSTIIUCnON. ALL PLAN RElfSJONS SHALL 8E PROMPTLY
SUBMITTED TO 11-IE CITY ENGINEER FOR APPROVAL
4. A RIGHT-Of-WAY P!Rl,I/T FROM 1HE CITY fNGIIIEER 1111.L BE~ fOlf ANY
lll?RK IN 11-IE PUBUC RIGHT Of WAY. PRIOR TO PERMIT ISSUANCE, A
CERTlflCA TE Of INSURANCE MUST BE FILED NAMIIIG THf CITY Of CARLSBAD AS
AN ADDl710NAL INSURED ON 11-IE PERMITTEE'S POUCY IN THE M/Ml,/UI,/ AMOUNT
OF 11,000.000.00 FOR EACH OCCURRENCE: OF UABILITY. 7lff;, /NSURANC£
§m'@yl'.mlfvS~¥sTr£w&&\ is~ J1%lr '.finN~ cu1Uf. A SIZE
$, UNLESS EXEl,/PTED SY SEC710N J01.(b)5 OF 11-IE UNIFORM BUILDING CODE;
RETAINING WALLS OUTSIDE Of PUBLIC RIGHT Of WAY REQUIRE SEPARATE
PERM/15 FROM THE SUILDING D£PAR1"'ENT.
I. NO IIORK SHALL BE: CO/ill,/EHC(() UNT11. ALL l'f1ftlrTS HA\,£ BrrN OBTAINED Fffll
THE CITY AND 011-IER APPROPR/A TE AGENCIES.
7. APPFK!Vlll. OF 1H(SE />I.ANS BY THE CITY EliGINFER DOCS NOT AU1HOl!lzt ANY
IIORK OR GRADING TO BE PERFORMED UNT11. TH£ PROPERTY OWWEll'S PERMISSION
HAS 8EEJI OBTAIN£{) ANO A VALIV GRADING PERMIT HAS 8EfN ISSUED.
I. NO IIE"1SIONS ltlll Ill 1,/A/JE TO THESE PLANS WITHOIJT THE ~ITTrN APPROVAL
OF 1'HE CITY fNG/NITR, NOTED WITHIN TH£ REVISION BLOCK, ON 11-IE
APPROPRIATE SHEET OF THE: PLAWS AND THE nTLE SHEET.
I. ORIGINAL DRAWINGS SHALL BEC<V: THE PflroPERTY Of 1HE CITY UPON BE/HQ
SIGNED BY 7HE CITY ENGINEER.
IO. 1HE Ol'IIGIHAL DRAlll'fG SHALL II£ IIFYIU IO lfm.£CT AS--81,W, T CONDITIOHS
BY 1'HE EliGINffR-OF-WORK PRIOR TO F'INM. ACCEPTANCE OF THE ltORK SY THE
CITY.
11. ACCE$S FOR FlltE Ne Ollfflf ~t i£NIICI.CS SHALL Ill MAINTAINED 10
11-IE PROJECT SITE AT ALL 7JMES DURING CONSTRUCTION,
11. NHrRE 111fNCHE:S AM 1111HIH aTY fASEl,IENTS, A Sott.S flt:P(JRT COMf'fflSl!O
Of: (A) SUMMARY SHEET, (8) LABORATORY MB SHEE1S AND (C) COMPAC110II
CUR\f$, SHAU BE SV81,/17'rro BY A PROFESSIONAL ENCIHEER OF fHE: STA TE Of
CALIFORNIA, PRINCIPALLY DOING SUS/NESS IN TH£ F1El.D OF APPLIED SOILS
1,/ECHANICS. 11-IE SOILS RfPORT •LL 8E SUIJtl/TTED TO THE CITY ENGINITRING
INSPECTOR MTHIN TWO WORKING DA l'S OF 7HE COMPLE710N Of f/ELD TESTS.
fJ. A SCfLS COMPACTIOH l!EPORT ANO COMPLIANCE lf1?11'JCA 1ION IIEGARDIHC
ADH£RfNCE TO RECOINENDA nONs OU11JN£0 IN 1HE SOLS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A SU/LDINC PfRl,//T. ALL CONTROLLED GRADING
SHALL BE DONE UNDER 11-IE DIRECnON OF A PROFESSIONAL ENG/NrrR OF 11-lf
STA TE Of CAUfORN/A PR/NC/PALLY DOING SUS/NESS IN 7HE F1ELO OF APPUED
SOH.S MECHANICS. ALL FILL OR FU1VRE FILL AREAS SHALL BE CONS1RUCTED IN
ACCORDANCE 11111-1 THE CITY Of CARLSBAD STANDARD SPECIACA 710NS AND 11-IE
• EARII-IWORK SPECIF7CA nONs • ATTACHED TO THE PRELIMINARY SOILS
IN\.£S71CA new. DAll. Y FIELD COMPACnON REl'Cf/15 IIILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRfC{W$1f/lJCll(W lf!'D/IG $HAU 8E Hfl O AT H $11F PR/<E 10 lHf
BEGINNING GE 1 BE ATTfHQf'.Q RY <t
RESPONSIBLE
THROUGH THE TING
PRIOR TO STARnNG CONS ON. APPROVE DRAWINGS MUST 8E AVAILABLE
PRIOR TO SCHEDULING. A COPY OF 1HE GRADING PERMIT -,u BE PROVIDED
BY THE PROJECT INSPECTOR AT THE: /,/£ET/NG.
I'll. A! I IHSPEGJlQN llfQl/fSI'\ ona »/AH FDR P'fW'IHSfflUCTltJN MCEJING • I Bf
MAQE BY c•u 1//G 7Hf fNGIHEfRING u HOUR INSPFG11QN RfQl/fST I /NF AT
(76~ JB~ ~ECpj»I ~FSTS 1111ST £ RECFl'<fQ PRIOR TO 2; QO P 1rt
ON'.AY BJCTH IH fuiON 1s Nd= INSPEcnONs IIILL BE MADE
THf NEXT WORK DAY UNLESS YOU REQUEST OTHERIIISE. REQUES1S /,/ADE AFTER
2: 00 P.M. IIILL BE SCHEDULED F'OR TWO FULL IIORK DA l'S LATER.
1'. THE O'IINE.'R AND/OR APPLICANT Tl/ROUGH THE: DE\£1.0PER AND/OIi CONTRACTOR
SHALL DESIGH, CONS1RUCT AND l,/AINTAIN ALL SAITTY DEVICES, INCLUDING
SIIORING, AND SHAU 8E SOCEL Y RESPONSIBI.£ FOR CONFORMING 7l:) ALL LOCAL,
STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA710NS.
f 7. 11-IE CONTRACTOR SHALL CCHTJRl,I TO LABOR COO£ SCC710N 1!705 BY SU8/,/ITIING
A DETAIL PLAN TO THE CITY fNGINEER AND/OR CONCERN£{) AG£NCY SHOMNG
THE DESIGN OF SHORING, BRACING SLOPING OR OTIIER PROVISIONS TO BE MADE
OF WORKER PROTECnON FROM TH£ HAZARD OF CA I/ING GROUHD DUR/NC TH£
fXCAVA 710N OF SUCH 7RENCII Of! TRENCHES OR DURING TH£ PIPE INSTALLATION
11-IEREIN. THIS PLAN /,/UST BE PREPARED F'OR ALL TRENCHES FIVE FEET (51 OR
MORE IN DEPTH AND APPROl,ED BY 11-IE C/JY ENGINEER AND/OR CONC£RNED
AGENCY PRIOR TO EXCAVATION. If THE PLAN VAR)£$ FROM THE SHOlltNr/ SYSTEJ./ aiffJ!t?l fEL?&ffl'£8¢oi5E5&Ef,WfCMii°XLL SAlfD'PRf'Ji@-si1!£J
ENGINITR AT llif CONTRACTORS EXPfNSE, A COPY Of 1HE OSHA EXCAVAnON
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 710N.
18. NO SI.AST/NG SHALL BE Pf1IFORMED UN1'/t. A VALID 8LAS11NC PfRl,//T HAS BE£N
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR 8LAS71NG PERIIIT
l\£LL IN ADVANCE Of 11-IE SCHEDUUNG OF 81.AsnNG OPERA nONs.
ft. f ~NY AIICHM]J.QGYCN-BfSW/tQl'$ A/!£ ®CQ\WD lltffi Mr M' lfA
DU ING CONSTRUCTION, OPERATION$ MIi CfASf /WEDIAztif AND
PERMITTEE IIILL NOnfY 11-IE CITY ENGINEER. OPERA nONS WILL NOT RESTART
UNT11. 11-lf PfRMITTE:E HAS RECE/14::D WlflnrN AUII-IORITY FROM Tflf CITY
ENGINEER TD DO SO.
20. ALL Cf'£/!A TIONS CCWDUCTEll ON THE 511£ rR ADJACENT IHEll£TO, INCLUO/HG
WARMING LIP, Rfl'AJR, ARl'l'IVAL, DEPARTURE QR OPfRA nON Of TRUCKS.
EARTHl,/OVING EQUIPMENT. CONSTRUC710N EQUIPIIIENT AND ANY OTIIER ASSOCIATED
GRADING EOUIPMENT SHALL 8E LIMITED TO 1HE PERIOD BETWEEN 7: 00 AM. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOlfNC OR GRADING
OPERATIONS SHAU 8E CONDUCTED ON IIEKENDS OR HOUDA YS. (A UST OF arr
HOLIOAl'S IS AVAILABLE AT 7Hf ENC/NffRING DEPARTMENT COUN1f.R.) .
21. ~ .SZ~HtlU. ~llS ~ '5rf™T1ED ~y~ CIW~s IP K l1Y ~GiNEt( FOR APROVAJ tdKINCAJR@C NING OF
12. IMPORT WA l'ElllAL SIIALL IE OBTA/NfD FRO/,/, AND WASTE MA mt/AL SHALL BE
DEPOSITED AT. A SITE APPROl,ED BY 11-IE CITY CNG/NWI. THE ClWTRAC!llR
fltfks8EORR£Jtfflf:f s'lllt?:1fflrC:t°tlfft C§fj,Yffffl,HGOPV-lflON~ Ht,UL
2J. BRUSH SHALL BE R£MO\,£D OHL Y IIITHIN THE AREA TO BE GRADED. NO 1RffS ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 11-IE PLAN.
1'1. ALL AREAS SHAU /If GRADED TO DRAIN. GRACIIN(; RESUl.11NG IN 1HC POND/HG OF
ll'A TER IS NOT PERl,/JTTED. ALL EARTHEN SWALES AND DITCHE:S SHALL HA VE A
IIIIMMUI,/ ONE Pf:RCENT SLOPE. .
2$, 1HESE PLANS A/IE SUBJECT 1'0 A 5/IGNlD Mtl) ~ SU (IF EJ!OSION
CONTIIOL PLANS. EROSION COHTIIOL SHALL l1E AS SHOIIH ANO AS APPROW BY
1HE aTY ENGINEER OR AS DIRECTED BY 7Hf PRO.ECT INSPECTOR.
8. ALL SLOPES SHALL 8E 1ll1IMrlfD TO A FIN1SH GRADE TO PRODUCf A I.WORM
SURF' ACE AND CROSS 5£C710N. TH£ SITE SHALL SC IDT IN A NfA T AND
ORDER!. Y CONOJnON. ALL STONCS, R001S OR OTHER DEBR/S SHALL BE RD,/O\.£D
AND DISPOSED OF AT A SITE APPROVED Of BY THE CITY ENGINEER.
27. ALL SLOPES SHALL l1E MGA TED, STABIUztD, F'LANTCD AND/OR HYOlfOSffDED
WITHIN TfN (10) DA l'S OF 1HE 1)1,1£ ltHEli EACH SI.SH: IS BROUGI-IT TO GRADE
AS SHOl'I/ ON 71/E APPROVED GRADING PLANS.
24 LANDSCAPING SHALL EiC ACCOMPLISHED ON ALL SI.OPES AND PADS AS IIEQUIRED
BY 11-IE arr Of CARLSBAD LANDSCAPE MANUAL, 11-lf LANDSCAPING PLANS FOR
11-IIS PROJECT. DRA'MNC NO. 422-9!, , AND/OR AS DIRECTED BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. !I-IE OWNER/APPLICANT SHAU INSUIIE !HAT AU CONTl'!AC'TORS SHALL COORDINATE
THE WORK Of THESE GRAD/NC PLANS 111TH THAT SHOIIH ON 807H 1HE LANDSCAPE
AND /RR/GA 1/0N PLANS AND TH£ 11,/PROVf:l,/ENT PLANS AS REQUIRED FOR THIS
lfORK IN ACCORDANCE: WIii-i 11-IE LANDSCAPE MANUAL 71ME REQUIREMENTS.
GRADING NOTES
(CONTINIJE:D)
JO. STORA/ DRAIN' l'IPC SHALL Bf REINroRC£D CONCRETE: PIPE Jll!H A IIINIIIIUM
D-LOAD OF 1,J50 OR ASBfSTOS CEMENT PIPE WITH A 1,//N/MUI,/ D-LOAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 1,• PVC MAY 8E UnLIZEQ
PROVIDED DEPII-I IS LESS 11-IAN 15 FEET AND BACKFILLED 111TH J/4" ROCK PER
SDRSD S-4 TYPE •c• AND PIPE MEE1S ASTM STANDARD J0J4 FOR SOR J5 SOLID
WALL PIPE.
JI. HR£ AN tXISTINt; PIP£ LIN£ IS TO 8f ABANDONED AS A lfCSVI. T OF 11-IE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR SIREET AREAS AND REPLACED 11111-1 PROPERLY COMPACTED SOILS. IN 011/EII
AREAS 11-IE PIPE IIILL BE PLUGGED WIii-i CONCRETE OR REMOW AS APPROVED BY
THE CITY EliG/Nffii.
32. THE CONTRACTOR SHALL l£RIFY THI! LOCATION OF ALL £X/S11N(; F'ACILJIIES
( ABOVE GROUND AND UNDER GROUND) 1117HIN 11-lf PRO.ECT SITE SLJmC/EliTL Y
AHEAD OF GRADING TO PERMIT 11-IE REVISION Of TH£ GRADING PLANS If IT IS
FOUND THAT THE AC1UAL LOCA nONs ARE IN CONFLICT 111TH 11/E PROPOSED MlRK.
JJ. THE CONTRACTOR SHALL N011fY AF'fECTED UTIUTY COWANll!S (Sff BE'LOW) AT
LEAST 2 FULL MJRK/NG DA l'S PRIOR TO STAR71NG GRADING NEAR 11-lf/R
FAC/LlnES AND SHALL COOROINA TE THE: WORK 111111 A COIIPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-41:JJ
SDC&E (760)~7647
PACIFJC BELL I 800-892-0123
ADELPHIA CABLE COIIIIIUNICA TIONS (760)438-7741
COX COMMUN/CA noNS (760)806-9809
CITY OF CARLSBAD (STRE:£1S It STORI,/ DRAIN) (760)434-2980
•CITY Of CARLSBAD (SEll£R, WATER & (760)438-2722
RECLAIMED WA 1!1\')
• SAN DIEGUITO WATER DISTRICT
• LEUCADIA COUNTY WATER DISTRICT
• VALLECITOS WATER DISTRICT
• OUVENHAIN WATER DISTRICT
• BUENA SAN/TA nON DISTRICT
• AS APPROPR/A 1E
(760)6JJ-2650
(760)75J-0I55
(76~7#-0460 (760 753-6466
(76 )726-1340
""-Pf1IIIIT CCl,/f!ILJANCl REQU/REl,l!N'f'S:
A. FOR CONTIIQI f ro GR~G-1Ht APl'I.ICANT HIRfS A CML ENQNEE:R,
SOILS ENGINEER, AND7:iR GEOCOGIST TO GIVE TECHNICAL ADVICE,
08SER\.£ AND CONTROC 11-IE IIORK /ti PROGRESS {11.06.170(S)/
CARLSBAD MUNICIPAL CODE.
B. />IIIQR IP RNAf ApPRQVA/ CT A GRAD/HO f"l1N/T-THE FOLLOIIING
REPOR1S MUST BE SUBMITTED TO THE Cl TY fflGIN!E:R VIA 11-IE
PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD WNICIPAL COOE:
(I) FINAL REPORT BY SUPERVISING GRADING tNG/NffR STATING ALL
GRAD/NC IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANnNG
AND /RRIGA 170N ARE INSTALLED IN CONF'ORMANCE 111TH CITY
CODE AND 11-IE APPROW PLANS (OBTAIN SAl,/PLE Of COMPUANCC
LETTER FRO/,/ arr EliGINfERINC Dtf>ARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE saL.S ENG/NffR, WHICH flfCLUDfS
RECOl,/ME:NDED SOIL BEARING CAPAClnES, A STA TEIIENT AS TD
1HE EXPANSI\.£ QUALJTY Of TH£ SOIL, AND SUMMARIES OF
FJELD AND LABORATORY TESTS. THf REPORT SHALL ALSO
INCi.UDE A STATEMENT BY THE SOILS ENGINEER 11-IAT THE
GRADING WAS DONE IN ACCORDANCE: Wl7H 11-IE REQIJIREMEWTS AND
RECOMMENDA nONs OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMEN1S 11-IERETO.
( 4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, If REQUIREO BY THE
CITY.
35. UMiSS A CIIACIING POMT FOR THIS PrfOJECT IS lssvtD rl//1HIN SIX (6)
MOl/11-IS AFTER 1HE CITY fNGINEER'S APPROVAL, THl!SE PLANS MAY Bf REQUllffD
TO 8E RESU81.t1T1ED F'OR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
Jfl. TH£ SOILS REPORT TITLED WI/KAI UANAGOfEliT CORPORA nON
SANTA INfl I CALIFORNIA.
PfR/>ARED 8~ KE/11-1 p. 1UCKER I NORCAL fNGINEERING
.DA TED: SEPTQ,leER 2J. 2004 ,
SHALL 8E CONSJDEllfD AS A PART OF 11-1/S GRADING F'LAN. ALL GRAD/NC SHALL 8£
DONE IN ACCORDANCE 11,111/ THE RECOI.IMENDA nONs AND SPEC/FICA nONS CONTAINED
IN SAIV SOILS REPORT.
J7. GRADING ACTl"171ES A/IE PROHISITED fROM Fl!BRUARr f 71'.J SEPJBll'lf.'R 15 DU!
TO 7Hf PRESENCE OF GAGN.
•»BCLARATION OF RESPONSIBLE CHARGE"
I HEIIEBY DECLARE 11-IA T I AM THE ENGINEER Of IIORK FOR THIS PROJECT, 7HA T I
HA\.£ EXERCISED RCSPONS/8LE CHARGE O\.£R 11/E DESIGN Of 11-IE PROJECT AS DEFIN£0
IN 5£C710N 6703 OF' 11-IE BUSINESS AND PROFESSIONS CODE, AND 11-IA T 1HE DESIGN IS
CONS/STANT 11111-1 CURRfNT STANDARDS.
I UNDERSTAND !HAT THE CHECK OF PROJECT DRAIIINGS AND SPECIFICA 110NS BY THE
CITY OF CARLSBAD IS CONFINED TO A REVIEW OHL Y ANO DOES NOT RELIEVE 1,/E, AS
ENGINEER Of IIORK, Of 1,/Y RESPONSIBILJnES FOR PROJECT DESIGN.
FIRM: K t S ENGINfERIN(;
MJDRE:SS: 7801 MISSION CENl!l\' COURT. SUITE 100
CITY, STA TE: N DlfGO CA 9
TELEPHONE:,V--1-".=~ . /
8Y.t:"~b~~~i1~r----DA7!:~<,_/-,.,_,?,/4<-l<...:s"----~ S. Sll£1SS
P.E. NO.: EXPIRATION DATE: 08-JQ:-OS
SOILS ENGINEER'S CERTIF'ICATI
I, KEITH 0. TUCKER , A RE:GISTF:RED
GEOTECHNICAL E:NG/NEE:R OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING
BUS/NE:SS IN THE: FIELD OF APPLIED SOILS MECHANICS, H£RE8Y CER11FY THAT
A SAMPLING AND STUDY OF THE SOIL COND/110NS PRE:VALENT WITHIN THIS
SITE WAS MADE BY ME: OR UNDE:R MY DIRE:CTION BETWE:EN THE DA TES OF
BARTBll'ORIC SOUBCI Q'l TOP9GB6PBY
QUANTmES CITY or OCEANSIDE
TOPOGRAPHY SHOWN ON 11/ESE PLANS INS G!NtJtA m, BY
TOPOGRAPHICAL 1,/£11/0DS BY SPEARS Al!RIAL SURVEYS DA TED 12/1'4,/00
CUT: Z,5,00D CY
F7LL: ~OOD CY
M'ORT: 0 CY
EXPORT: CY
RfMfD/AI · 125J CY
EA:RTmrQRK NOTES;
EAR7HWORK QUAN11TIES SHOWN AR£
FOR ES11MA TING PURPOSES ON/.. Y.
AC1UAL QUAN71TlfS MAY VARY DUf
TO SHRINKAGE, LOSSES DUE TO
CLEARING OPERA 710NS.
. ,
,
•
,.
·--..·'"7 .,,
0 . ?~
\·. ,
'#']
\ CITY or VISTA
~ ROAD.' -
1~ CITY or
JJr.AL DESCRIPTION
A POR110N Of LOT F OF THE lfANCHO AGUA
1'/fDIONDA, IN THE CITY Of CARLSBAD, COUNTY OF SAN
DIEGO, STA 'TE Of CALIFORNIA, ACCORDING TO MAP
1'HERfOf No. 2BJ , fllED IN !HE omcE OF 11/E COUNTY
RECORDER OF SAN DIEGO COUNTY, NOVfMBER 16, 1886.
BENCH MARX
PT.No. 62 NAM£: CLSS-062 COMPAC710N, SETTl.EMfNT, ITC.
CONTRACTOR SHOULD \.£RlfY
QUANnnrs PRIOR TO 8JDDING.
, .
\ · SAN MARCOS STAMPING L.S. 3189
REFERENCE DRAWINGS
/,/AP No. 11811, MAP No. 11289,
DIIG. No. 2J9-I, DWG. No. 264-6,
DIIG No. J67-1, DWG No. J81-4A.
OWNER
LAN/KA/ PARTNE:RS JI LLP
CA. LIMIT£D PARTNERSHIP
P.O BOX 455
SANTA YNEZ CA. 93480
(805) 693-131.f.
CONTACT: LAWR£NC£ JE:T1
NOTES
,,
, .
SITE" IA..,;'\ ~~1
PACIFIC : • ~\ j. ~k-~~~""Xvi~
OCEAN ,.,i.., t 5 r I
\\\
CITY or ENCINITAS
VICINITY
NOT TO SCALE
,.,.._
I c, ., ~. < •
HEET 2
MAP
ALL £LE:VA110NS SHOWN AR£ FINISHE'.D SURFACE UNLE:SS OTHE:RVt1S£ SHOWN.
1
J
. .....,
UILDIN ·e·
--
1.
2. mr OWNER AND/OR CONTRACTOR SHALL VERIFY W/11-1 CIVIL ENGINEER THE: BUILDING
STRUCTURAL SE:C110N(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS.
CONTRACTOR TO VERIFY LOCATION AND ELE:VA110N OF ALL E:XISTING UTILITY
CONNE:CTIONS PRIOR TO STARTING ANY CONSTRUC110N.
ALL CATCH BASINS SHALL HA\IE: FOSSIL FILT£RS INSTALLED •
DESCRIPTION: FO. IIEI.L IIONUMDIT CENIY OF BULB
CUL-DE;-SAC AT SOUTHEASTERLY END OF DARIIING COURT.
LOCATION: MONUl.tfNT 1$ IN CfNTER OF 8Ul.8
CUL-DE SAC AT SOU1H£AST(RLY END Of DARMNG
COUR,: SOUTH OF ASTON AV£
£L£VA 710N: 302. 90 OA TUM: NG',1)29
PROJECT LOCATION
THIS PRO.ECT IS LOCATED ~1'1/H ASSE'SSCRS PAIICfl. HW8£R(S)
212-120-JJ-00
!Hf: CALIFORNIA COORDINA 71!" IND£X Of 11/IS PRO.ECT IS:
N JSo,ooo E __ ,., BiuZe<z.,.,oo,.o"------
BUILDING
11 71 -
/ HEET
SCALE: 1"=150'
HEET
INDEX or sm:ETs
D~. NO. DESCRIPnON
1 ............................ , nn.E SHEET
2............................. PALOMAR POINT WAY
3............................. PAL/Jl,/AR POINT WAY
4 ............................. GRADING, DRAINAGE: AND EROSION
CONTROL PLAN
J.
.f..
.5. 11-1£ BOUNDARY SHOWN ON 1HES£ PLANS IS NOT NE:CESSARfL Y THE: RE:SUL T OF A BOUNDARY
SURVEY BY K & S fNGINE:ERING. THE BOUNDARY LINES SHOWN HEREON MAY HA\,£ BfE:N
E:STABUSHED FROM RECORD DA TA ONLY.
5 ............................. GRADING, DRAINAGE: AND E:R05ION
CONTROL PLAN
15 ... ••• •• • ....... ............. fROSJON CONTRa. Pl.AN
NO'TES AND DETAILS
6.
7.
9.
ALL SURFACE DRAINAGE SHALL BE: DIRE:CTE:D A MINIMUM OF 2 PERCENT AWAY
FROM n-1£ BUILDING(S). DRAINAGE WITHIN LANDSCAPE: ARE:AS SHALL 8£ PURSUANT
TO TH£ LANDSCAPE ARCHITf:CTURAL PLAN. IF LANDSCAPE: PLANS ARE: NOT REQUIRE:D,
TH£ CONTRACTOR SHALL TAKE ALL 1./E:ASURES NECE:SSARY TO INSURE THAT NO
PONDING OF WAJER OCCURS IN THE: PLANTER AREAS. THE FIN/SHE:D GRADE WITHIN
LANDSCAPE ARE:AS ADJACl£NT TO THE BUILDING SHALL BE 6" BELOW THE FINISHE:D Fl.OOR.
WA T£RPROOFING AND/OR A STEMWALL IS REQUIRED WHE:N THE: FINISHED GRADE IS LESS
THAN 6" BELOW THE FINIS/I/ED FLOOR AND DEE:PENE:D FOOTINGS ARE RE:QUIRED WHE:N THE:
FINISHE:D GRADE IS 1./0RE: THAN 6" BE:LOW THE: FINISHED Fl.DOR •.
THE: SUB DRAIN FOR TH£ RE:TAINING AND/OR KEYSTONE WALLS. AS SPECIFIED BY OTHERS,
SHALL BE CONNECTED Wl7H POSITIVE: FlOW TO A DRAINAGE: SYSTEM OR CURB OUTLE:T.
ALL STORM DRAIN PIPES SHALL HAVE: WATERTIGHT JOINTS INSTALL£D.
7 ............................. fROSION CON7ROI. Pl.AN
DIGALERT
d-:;.~,:llr, l~ti:1.•;.11,·•~••·· ',,,,,~u·' , ' ' '' "'·'1•".""'"''11>1'1...,,¼'" ·,-'·-·---~tJF,:l,,!:;, '· · ~r '!ITT>l"~li,,..l,,fi41fifli4, ti,. Ji,,· ~• ' . , I -... ~~ '
11,j.
I,
WORK TO BE DONE '1'"
TH£ GRADING WORK SHALL CONSIST Of , TH£ COHS'l'lwcTION CF ALL CUTS MID FIi.LS,
REMfDIAL GRADING, DRAINAGE F'ACIUT1£S, EROSION Cc!NTROL fAaU11ES. AND
PLANTING Of PERMANENT LANC!SCAPING AND PREPARA 710N OF' AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, AU AS SHOWN OR REQUIRED ON 11-1/S SE:T
Of PLANS AND THE CITY STANDARDS, SPECIF/CA nONs, REQUIREMENTS, R£SO/..UTIONS
AND ORDINANCE:S Cl T£[) ON THESE: PLANS.
1'HE GRADING ll'ORK SHALL El( PERF'ORl./£0 IN ACCORDANC£ IW1H T1-I£ FOLLOMAA;:
DOCIJl,lfNTS, CURRENT AT THE TIM£ Of CONSTl'!UC1ION, AS DIR(CTE:D JIY THE: CITY
fNGINEER.
1. CARLSBAD MUNICIPAL COOE
2. CITY OF' CARLSB~D S NDARDS
J. THIS SET Of PLA
4. R£SOLU710NS N . §709,5710,5711.5712.571J,571<f,571S,5711J,S717 DA 1ED 09/!)1/04
5. Tf/f STANDARD SPECIF/CA nONS FOR PUBLIC WORKS CONSTRUCnON (GREEN
BOOK).
IJ. SOILS REPORT. RECOMMENDATIONS AND UPDATE LET'ltR BY. K£11H 0. TUCK£R/
NORCAL fNi;/NEERING DATED SfP-2J-2004
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODll'IEI) BY
Tf/E arr Of CARLSBAD STANDARDS.
4 CAUF"ORNIA/, COASTAL COMMISSION DEVELOPMENT PFRMIT CONDITIONS DAT£[)~N~,-~Ac_ _______ _
,. ENVIRONMENTAL APPROVAL DOCUl,/FNTS DATED ..,0"'-7'-'/08=a/t)f,_,__ ___ _
10. S~ DA7FD 12/04
11. Sllf>PP DA 7FD 12/0.f.
LEGEND: (SEE SHITT It FOR EROSION CONTROL LtG£No A'1D QVANT/11£S)
DESCRIPTION DWG, No, SYMBOL QUANTITY
PROPERTY LINE
DA'rl.lGHT LJNf
EXISTING CON11'UII
CXISTING ElEVATICW
EX/S71NG WALL
PROPOSED COHTOUR
(INISH SUlll'ACE E'l£VA TltW
II.OW UNE fLEVA 710N
0/RE:CJIOH ~ II.OW (1:C MIN.)
TOP GRA TE,ANVERT E'l£VA 110N
PVT. CA TC/I BASIN (BROOKS OR CQUAL) (24"X24") W/ /NI.Et FILTERS
PVT. CA TC/I BASIN (/IRooKS OR fQUAL)
(I2"X12") W / INLET FJL TfRS
PVT. CATCH BASIN TYPE I
II' /INLET FIL TfRS ~D~:r, (STANDARD)
SDRSD D-§
-------11---,-
_.---.210 __
_(2110CJ)_
---------·-·-·----------------·----
/
ID!
211
211.00
211.00 re
211.00TG
211.00IE
lli!i)
@1]
IQ)
a
-
4 CA.
1 EA.
!J CA.
f EA.
~&~;;·1 . .-
"VT-STORM DRAIN aIANOOT n,,r A W/INLET FIL TfRS ,.VT. STORM DRAIN l'1Pf (S12£ NO!lD) P\IC SCH-40
I" CURB & GUT'/!11, Tl1'£ G(/IVT) Stllt5tl 11-2
------r-21 LF., r-H L.F. 10•Ng5 Lr.,12•-245 LF.
15"~93 L.F'.,18"~227 L.F.
1• CURB SIJRSD G-1
J' WIDE CONCflf1E GU71£R !DRSD G-12, !J
DffPEJlfI) FOOTING (Ml ARCHITECT /tLANS)
8UILOING SlcAIWAU. (PER ARCHITECT /ti.ANS)
/tA',fJ,IFNT AR!'A (COIIC.-AS/'11.)
.MOW Dl'ICH
/J" P\IC SfllE1I lll)JN (PVT)
/J" 5El1£l! ct£.4N OUT (PVT)
I" SE1l£11 LA 1ll1AL (PVT)
fETAINING WAU.
(PER SEPARA'/£ PERIIIT)
MASONRY RETAINING WALL
(PER SEPARA IF PERMIT)
CftO $8
Q/111) $7
E'.XISIING SroRII DRAIN Cl.tANOU1 m£ A S0RSD t1~1
EX/SIING INl£T
LOT NUll8ER
Hl,IP LIN(
!NVIRONltttNTALL Y SlHSl11\£ Al!fA
NON-IJISTRUIJED AREA
---
1,,,.1
+--s
~
LJ
q
2f95 Lf.
3910 Lf
1256 L.r.
NU:M SF
1'11HLf
JOO L.r.
'!A
J £A.
THE fOLLO'MNG ITEMS ARE PEB IMPBOY™ENTS PLAN$
/J" P\IC SfM£R MAIN
18" P\IC WA !FR MAIN
/J" P\IC WA TfR MAIN
/J" F1R£ SER\1CC
11'/CHECI( ASSY., /flfV 4 FOC
Z-11'111E71 LAIE1IAL (/XII)
1• WAID! LAIDIAL (Ila.)
FIM HYDIIANT ASSY.
CXIST. ;' WA ml WAIN
EXIST. ;' S£ll£II MAIN (P't/ll)
z• MANUIL AIR IIFJIASE (11.A.R.)
z• Bl.OW OFT (B.O.)
-----------·V,,J--------·---
'N -----------
w
2" AIR VACUI/I,/ ASSEIIBL Y (A. V.A.)
, .. __ .,_ "
---1■■--·-···--· •
'w'DID 1937C330784
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SEPTEMBER , 20 04 AND SEPKMBER , 20.04_ • TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY <; _t~;,/
RECOMMENDA 710NS, HAS BEEN SUBMITTED TO THE OFFICE OF THE: CITY
THE: HARDSCAPE SHOWN HtR£0N WAS OBTAINED FROM THE ARCHIT£CTURAL PLAN.
CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE: PER THE: ARCHIT£CTURAL SITE PLAN. CALL BEFORE YOU DIG
1-800-227-2800 ·
48 HOURS NOTICE
REQUIRED
06·30-08 DATE
ENGINEE:R. // t, . '; ~, , j , O.
FIRM NAME: NORCAL EliGINftRING SIGNE:D: .~·_:__..,, D.\CKER
ADD~: 10641 HIJl,/BOLD ST. LOS ALAMITOS P.E. NO.: ----"-'-'41c_ _ __,l,':t~
CA. 9072D
PHONE: No.: (562) 799-9-469 DA TE: _l:....---01..:..i _o_s-____ --""'~~:.::: ;;;;_. -~
LICENSE £XPIRATION OA Tf:: I2/Jf/ot,
OWNER'S CERTIFICATE
I (~) HE:REBY CE:R11F'Y Tl-IA T A REGISTERED $OILS cNGINEE:R OR
GE:Ol.OGJST HAS BEEN OR IWLL 8£ RETA/NE:D TO SUPERVISE OVE:R-ALL
GRADING AC11VITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
LLP, CA. LIMITED PARTNERSHIP
LARRY JETT.
THE CONTRACTOR SHALL No11FY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCR£T£
F'OR CURBS OR HARDSCAPE: IF ANY OF THE: A.D.A. STANDARDS HAVE NOT BEEN ME:T.
K&S ENGINEERING
rinc Surveying
i---1---+-----------1---+--+-----i,----1 j SH1ET II CITY OF CARLSBAD 11 sH7rs I ::=::::::::::=..=========~~ GRADING, DRAINAGE & EROSION CONTROL PLANS FOil:
PALOMAR POINT
AS-BUILT.
-ADDED S.D CONNECTION DETAIL"A SHT. 4 5.
LOTS 1·-7, CARLSBAD TRACT NO. CT 04-08
GPA !M-08/ZC !M-03/1.CPA 04-07 /CT 04-08
PUD 03-02/ PIP 03-02/CDP 03-06/llDP 03-0Z.
-ADDED CONC. DITCH AT BOTTOM OF WALL. APPROVED: GLENN T. PRUIM 9,-
-ADDED GRADED swALE SECTION. A t"z<~ ~;, tr'
l---l---1-_-'RE~PL=A::..C..cED:..:..::Dc::-7::.5...:C:.;ITc.,C;.::H::.W..::,t=GR'-A.:.;:J.;.:EDc._SW_A_L_E_. -,----f----4f--+--+---I PE: 5127 4 EXPJ<s:9 t'30l!it" CITY ENGINEER 1---+----+---'----'--'----'-'--'---'----"---'--""'-----+----ll----+----1----1
02·14-06 KBiS -DELETE RETAINING WALL DITCH SHT. 3,4 5, OWN BY: --,-PROJECT NO.
DATE INITIAL 0A1t INITIAL DATE INITIAL cRHv~9D eBv1, CT O ... _0•
ENGINEER or WORK REVISION DESCRIPTION OTHER ~PPROVAL CITY APPROVAL w .,. o
DRAWING NO.
422-9A
i
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2.
3.
4.
5.
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7.
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9.
10.
11.
12.
13.
NOJES
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AU. ELEVAOONS SHOIII 11/E. f1lftlED Ulif'M:I U'llESS O'IHEAll!f: NO'IED.
'IHE OWNER MIIJ /0'. COHfflACTOR !HALL 'iEftlfY WllH CIW. ENGINEER 'IHE IIUllDINC
Sll!IJCl\JRAL SECTION(S) PRIOR TO REQUESTING $TAKES FOR ROUGH GRADE PADS.
Ca>llRACTOR TO \f:RIFY LOCA1ION ANll El.EVA'MON OF AU. ElGSTING UTlUTY
CONNECTIONS PRIOR TO STARTING ANY CONSll!IJCTION.
AU. CATCH BASINS SHALL HA\£ FOS!L F1L1'£RS INST.-LLEO:
1'H£ eouNOARY SHOWN ON THE!t Pl.ANS IS NOT NECESSAllli.. Y 'H N!!iUl T r:I A l!JOONOARY
51.!R'<t:Y BY K I: S ENGINEERING. lliE BOUNDARY LINES SHOYtW HEREON t.tAY HA 'v£ BEEN
ESTABLISHED FROt.t RECORD DA TA OHL Y.
ALL SUl!fACE ~MNAOE SHALL !IE IJIM:Cltl) A IIIIIIMUM OF 2 PERCENT AWAY
FROt.t THE IIU1LDING(S). DRAINAGE 'MTH1N LAHDSCAPE AREAS SHALL BE PURSl.!ANT
TO THE LANDSCAPE ARCHITECl\JRAL PLNt IF LANDSCAPE PLANS ARE NOT REQUIRED,
THE CONlRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO
PONDING OF WATER OCCURS IN lliE PLANTER AREAS. THE FINISHED GRADE WITHtl
LANDSCAPE AREAS ADJACENT TO Tf£ BUILDING SHALL BE 6" BELOW THE RNISHED FLOOR.
WATERPROOflNG JWJ/OR A STEt.tWALL IS REQUIRED WHEN TIIE RNISHEO GRADE IS LESS
TIIAN 6" BELOW TIIE RNISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED vtlEN THE
nNISHED GRADE IS MORE THAN 6" BELOW THE RNISHED FLOOR.
1'HE SUI! Dl'IAIN Fa! 1'HE PIETAINING AND~ Kt:YSTONE WALLS, AS !11'£CIFIED BY OTHERS,
SHALL BE CONNECTED WITH POSIT1'v£ FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET.
ALL STOMI DRAIN P1PES SHALL HA',£ •mt11GHT JOINTS INSTALLED.
1'HE HARDSCAPE SHOWN HEREON WAS OBTAINEI) FROM lliE ARCHITECTURAL PLAN.
CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTIJRAL SITE PLAN.
THE CONTRACTOR SHALL NOTIFY 1HE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HARDSCAPE IF ANY OF THE A.D.A. STANDARDS HA\£ NOT BEEN t.tET.
SEE SHEETS 8 I: 7 FOR EROSION CONTROL PLAN AND DETAILS.
FOR IMPRO'v£MENTS TO PALOt.tAlt POINT WAY, SEE DWG-+22-9
Ot<:ITAl COPIES FOR HORIZONTAL Ca>ITROL OF CIJRII LA'IOUT Will l!E AVAILABLE TO THE
SUR'v£YOR OF TIIE JOB FOR CONSTRUCTION STAKING.
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STll!!ETU~T---.11-'--
(TYP.)
NOlflH SOU'II!
R/W ---ii-it-------'------'"7---1--~.:
LIN£ 5.5'
CXJ,ICRETE SIDEWALK
O'v£R APPRO\IED BASE
PER SDRSD G-7
16' PVC POTABLE 1
WATER
A.C. PAVEt.tENT O\ffl
APPRO'v£D AGGREGA 1t BASE
12' 12'
8" TI!'E ·c-
CURII & GUTTER
(TYP.)
La'PVC RECLAIMED
L WATER
e"PIIC SEWER
MICAL SEGDQN -PALOMAR POINT WAY
NOT TO SCALE
K&S ENGINEERING
Surveying
(819}298-7801 sion ee£'gioo
San Diego. CA 08
SEE SHEn No. 5
\
,_
~-
j..3• Slll£WALI( U
PIPES PER SDRS D-27 -----SI.OPE :zx-W. ·-7--,
AWAY FROII Bl.llG.
TYP.
1.0X
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90
SCALE: 1 "• :50'
1,iDID 1937C330784
DATE
REVIE'w'ED BY,
t oJ«;/ot,
NSPECT□R DATE
1---1---+-----------,---t--t----i--tl!JI CITY OF CARLSBAD III]
-FILL SLOPE BY OTHERS.
02·14-0 Kl!iS AS-BUILT
DATE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRCJ\/Al CITY APPROVAL
GRADING, DRAINAGE & EROSION CONTROL PLANS POR:
, PALOMAR POINT WAY
LOTS 1-7, CARLSBAD lRACT MO. CT 04-08
GPA 0'4-08/ZC 0-4-03/).cPA 04-07 /CT 0'4-08
PUD 0&--02/ PIP 0&--02/CDP ~08/IIDP 0&--02.
APPROVED: GLENN T. PRLIIM l,--
.,_4':.liM<'~•<~<c.~;£:;;_,..t2i::z_~1,.1::2•~IE:.~l'lj\\•~c:.,ci,' ""'-==-1/ 71/-,C PE:5127+ EXPIR~ 30 OrGITY ENGINEER DATE
DRAWING NO.
422-9.l
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13,
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l"""t-t-+-I 0
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NOTES
ALL ELEVATIONS SHOllN NfllC F1Ml!lH[I) SUIIFACE UNLESS OTHER'Wlst NOTED,
THE ~ AND /OR CCINlRACTOlt SHALL lmFY 11TH Cl\1l ENGINEER THE BUltDIIIC
SlRUCl\JRAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS.
CONlRACTOR TO ~IFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY
CONNECTIONS PRIOR TO STARTING ANY CONSlRUCTION.
ALL CATCH BASINS SIIAU. HA'vE FOSSIL FlLTERS INSTALLED.
M !Jru!IOARY SHOIN ON THESE PLANS IS NOT NECESSARILY TH£ RElM. T OF A lldlNOARY
SURVEY BY K at S ENGINEERING. 1HE BOUNDARY LINES SHOWN HEREON WAY HA VE BEEN
[STABUSHED FROM RECORD DATA ONl Y.
ALL !lJRFACE MAINAGE SHALL 8E Offl'.CTED A M!Nllilllll OF 2 PERCENT AWAY
FROM THE BUILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT
TO THE LANDSCAPE ARCHITECl\JRAL PLAN, IF LANDSCAPE PLANS ARE NOT REQUIR£[),
THE CONTRACTOR SHALL TAKE ALL M£ASIIRES NECESSARY TO INSURE THAT NO
PONDING OF WATER OCCURS IN THE PLANTER AREAS. THE RNISHED GRADE WITHIN
LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6" BELOW THE RNISHED FlOOR.
WATERPROORNG AND/OR A STEMWALL IS REQUIRED WHEN THE RNISHED GRADE IS LESS
THAN s• BELOW THE RNtSHED FtOOR ANO DEEPENED FOOTINGS ARE REQUIRED WHEN THE
FlNISHED GRADE IS WORE THAN 6" BELOW THE RNISHED FtOOR,
THE SUB ORAi! FOR TH£ RETAINING AND/OR KEYSTONE WALLS, AS SPECIFIED BY OTHERS,
SHALL BE CONNECTED WITH POSITIVE FtOW TO A DRAINAGE SYSTEl.l OR CURB OUTLET.
ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTAILLED.
THE HARDSCAPE SHOWN HEREON WAS OBTAINED FROt.t THE ARCHITECl\JRAL Pl.AN .
CONTRACTOR SHALL CONSlRI/CT ALL HAROSCAPE PER THE ARCHITECl\JRAL SITE Pl.AN,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HAROSCAPE If ANY OF THE A.O.A. STANDARDS HAVE NOT BEEN MET.
SEE SHEETS 6 &: 7 FOR EROSION CONlROL PLAN AND DETAILS.
FOR IMPROVEMENTS TO PALOMAR POINT WAY, SEE DWG-422-9
DIGITAL COPIES FOR HORIZONTAL CONTROL OF CURB LAYOUT 1W.L BE AVAILABLE TO THE
SURVEY<»< OF THE JOB FOR CONSlRUCTION STAKING.
,_
ai
~ f-~~eimR VARIES c;, VARIES
f;:~t-~~~:::!"'+4..Jll~AR!!J!IE~SL._..j
NON-DISTURBED
AREA -++-'I
--------l'fT::![ml(J£!Jft~~
PROPOSED GRADE ~ ,
RETAINING WALL PER
SEP ARA TE PERMIT
PROPOSED GRAD[
SEE SHEET No. 4
324.5 ELEV. ,---O,ooW.S.E•324.10 ELEV.
323.6FG
;;'o'i'/.._,,.,.,:,,··,.,. • '. !..._-..~-":::-:;,' '
BIO R]JER PER
---,_ 'C~~~·=· ·:r·,~11;·:··:'"S_TRU_CTU-RA~::::~ P~:ll
SECTION c-c
NOT TO SCALE
TAKE THE NECESSARY DESIGN
MEASURES TO PROTECT THE
FOOTINGS FOR THE PORTION
OF RETAINING WALL ALONG
THE BIO-FILTER BASIN.
I ,
' ' ( 'I,_
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,SHEET NO. 3
,
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3-3• SIDEWALi\ IMOEROlt,ui,
Pl'ES PER SDRS 0-27 (TIP) r--....
SEE DETAIL IN SHffi NO.
.,,,-----JJO -
·"'
_,,/
FlNISH PIPE(S)
FtUSH WITH
CURB FACE
BU1t_pfNG C
FF•~25.20
*PAD•324.50
/
/.----1.oT UN[
)
3" PVC (SCH-40)
QUANTITY AS INDICATED
CURB DRAIN PIPE
NOT TO SCALE
0
l'llOPOSt1D PUn··--•• /
8' PVC WATERMAIN
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t
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SCALE: 1"-30'
'ltO 1£: PAD El fYA]J(lt
' PAO El£VAT10N SUB.ET TO CHANCE PO 1
ACl\JAL BUILDING STRUCl\JRAl SECTION.
0-7S T'l'l'E "II" '
MODlflEO
1.0' WIDE • o• DP
SECTION P-P
NO SCALE
StCIEWALK
GUR111 &
GUTTER
(CONTINUATION) N6TEs
13.
14.
ALL ON SITE, PRIVATE II.IPRO\£MENTS SHOWN ON THIS MAWING ARE FOR
INF'ORl,lATION ONLY, THE CITY ENGINEER'S APPROVAL OF THIS DRAWING IN NO
WAY CONSTil\JTES AN APPROVAL Of SAID PRIVATE 11.lPRO'vEMENTS. A SEPARAlE
PERMIT FOR SUCH IMPROVEMENTS WAY BE REQUIRED.
DIGITAL COPIES 'Mll BE AVAILABLE FOR CURB LAYOUT TO THE SUR'IEY0R
OF THE JOB FOR CONSlRUCTION STAK1NG.
'WDID: 937C330784
UIL T"
REVIEWED BY:
INSPECTOR
DATE
1----1----+----------,------+---+--+----t--1 I SH3ET 11 CITY OF CARLSBAD I I SH7TS l
:::===::..:::::================::::.::==::::::: GRADING, DRAINAGE & PRIVATE IMPROVEMENT PLANS FOR:
Suneying
.s
l00 08 I
02~4-06 K8i!5
DATE INITIAL
ENGINEER OF WORK
AS·BUILT.
-ADDED TRIANGULAR PLANTERS .
-DELETE RETAINING WALL DITCH
DA TE INITIAL
REVISION DESCRIPTION O'TH!:R APPROVAL
DAlt INITIAL
CITY APPROVAL
PALOMAR POINT WAY
LOTS 1-7, CARLSBAD TRACT NO. CT 04-08
QP.l 04-08/ZC 04-03/ICPA 04-07 /CT 04-011
PUD O!l-02/ PIP 03-02/CDP 08-011/llDP O!l-02.
PROJECT NO.
CT 04-06
DRAWING NO.
422-9A
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NOTES
135.1'
18" Pl(
G Ulli
o· cu
,~)·--~ --;..''=;'
--~ '~:t"'-1•--
-----~~:
-Alm! l'tll , I Ill
OSCAPE/ARCH./
.•,323.6 , ,.
/ I
ALL ELEVATIONS 5HO'IIN ARE l'INISH£D !l!RP'ACE UNLESS OlliERWISE N01'ED.
M O'M'IER ANO /a! CONTRACTOR SHALL 'if:RlfY Willi CIVIL ENGINEEft lliE BU1LDING
STRUCl\JRAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PAflS.
CONTRACTOR 10 'lf:Rtf'Y LOCATION ANO ELEVATION or Al.I. EXISTING UTIUTY
CONNECTIONS PRIOR TO ST AR11NG ANY CONSTRUCTION.
ALL CATtH BASINS SHALL HAYE FOSSIi. Fll.TERS ltlSTALLED.
M IIOUNDARY SHOWN ON ll£SE PLAHS IS NOT NECESSAR11. Y 1'HE RESULT Of A BOUNl)Al!Y
SURVEY BY K le S ENGINEERING. THE BOUNDARY LINES SHOWN HEREON MAY HAVE BEEN
ESTABl.lSIIED FROM RECORD. DATA ONLY.
ALL SURF ACE DRAIN,'.GE SHALL BE DIREC'ltD A MIIIIMUM OF 2 PERCENT AWAY
FROM iHE BUILOING(S). DRAINAGE WllHIN LANDSCAPE AREAS SHALL EIE PURSUANT
TO THE LANDSCAPE ARCHllECTIJRAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED,
lHE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO
PONDING or WATER OCCURS IN THE PLANTER AREAS. lHE FINISHED GRAflE WITHIN
LANDSCAPE AREAS AflJACENT TO THE BUILDING SHALL BE 6" BELOW THE FlNISHED FLOffl.
WATERPROOf'ING AND/OR A SlEMWALL IS REQUIRED MiEN THE FlNISHED GRADE IS LESS
THAN s• BELOW iHE FlNISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED \ltlEN THE
FINlSHED GRADE IS MORE TliAN 6" BELOW THE FINISHED FLOOR.
THE SUB DRAIN FOR THE RETAINING AND /M KEYSTONE WALLS, AS SPECIFIIID BY OTHERS,
SHALL BE CONNEClED WITH POSITIVE FLOW TO A DRAINAGE SYSlEM OR CURB OUTLET.
ALL STORM DRAIN PIPES SHALL HAVE WATERllGHT JOINTS INSTALLED.
TliE HAROSCAPE SHO'M'l HEREON WAS OBTAINED FROM THE ARCHITECl\lRAL PLAN.
CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECl\JRAL SITE PLAN.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HARDSCAPE IF ANY or THE A.D.A. STANDARDS HAii[ NOT BEEN MET.
SEE SHEETS 6 le 7 FOR EROSION CONTROL PLAN AND DETAILS.
TYPE A
CONSTl'II.C CONC. DITCH AlOMI
IIOTTOM OF RETAIN I NG WALL S.0'...,10" P.Vt. di) !l"Jlo
CONNECT TO 0-'1'5 O11'CH
-·---\-... -:-) ....... -· ... ···-... ·\-+· .-l.( .----~----cc
;;-::-r-~==~-_~/~z"-=-~=1c·•~--""•~-.\.~-::1:----1t--____,s::t -,"'.'--cc··""·T-.:::-c~i===-
•
ll-:!' SlllEWl\l.K lKIENM.11111
PIPES l'ER SDRS 0-27 (TIP) r--....
SEE DETAL IN SHEET NO.
/
(CONTINUATION)NOTES
12. ALL ON SITE, PRIVATE IMPROVEMENTS SHO'llN ON 1lilS DRA'fl!NC ARE FOR
INFORMATION ONLY. THE CITY ENGINEER'S APPROVAL or THIS DRAWING IN NO
WAY CONSTil\JTES AN APPROVAL OF SAID PRIVATE IMPROVEMENTS. A SEPARATE
PERMIT FOR SUCH IMPROVEMENTS MAY BE REQUIRED.
13. DIGITAL COPIES YIILL l!IE AVAILABLE FOR WRB LAYOUT TO lliE SURVE'tllll or THE JOe FOR CONSTRUCTION STAKING.
/.,✓
/'
eutU>fNG C
FF=325.20
tf> ADJi::324.50
Iii
/ I I
Iii
LOT LINE
0
142.1'
12" P'<'C
0 1.2ll
i I
I . j -kl
Rl!:TAINING W',lti I
PER SEPARATE PERMIT
i I
I I
ORADEO SWALE A'T I¾ MIN.
3.2~--~~~-a
'---l!RIOW DITCH D-75 TYPE B
_ ..... i,,
325.19
/ I I
!
SPLA!H WALL
TVPE'D' 0-T!l---r~·
DITCH
• . .'·
ffiTE; PAQ El EYAJJON
PAD ELEVA 110N SUB.£CT TO CHANGE PER
ACl\JAL BUILDING SlRUCl\JRAL SECTION.
)
/ I / DET.A.IL 1A1
NO SCALE
i +----'-~ --~
\
\
I
SCALE: 1 "-JO'
w'DID 1937C330784
UIL TH
06·30·0$
REVIE',,'ED BY•
,Af~
DATE
Lor 5
MAP NO. 283
APN 2"J2-120-33
ll
I SECTION A-A
REMOVAfJU: PIPE--..,.
BOLL/IRS PER
ARCHITEClURAL
EX.FLOOR:---...
1.
I
Lor 56
MAP NO. 1-JB11
APN 2-J2--J20--Jo
,,--EX.CUM!
SECTION D-D
NO SCALE
NO SCALE
K&S ENGINEERING
Surveyiq
100
l«l SCALE · NSPECT □R
1----+--+-----------+---+---t---+-----t L£11 CITY OF CARLSBAD I LLJ
1-----1---1------------~---1----+--+----+---t GRADING, DRAINAGE & PRIVATE IMPROVEMENT PLANS FOR:
02·14-06 KSS
DA TE • INITIAL
ENGINEER OF WORK
AS-BUILT
-OELETEO RETAIN1NG WALL DITCH
·-ADDED S.O CONNECTION DETAIL A
• AOOED CONC. DITC.rl AT BOTTOM OF WALL
-ADDEO GRADED SWALE SECTION
-REVISED TRIANGULAR PLANTERS.
-REPLACED 0-75 DITCH W/GRA'OED SWALE.
REVISION DESCRIPTION
DATE INITIAL
CTI£R APPROVAL
DA TE . INITIAL
CITY APPROVAL
PALOMAR POINT
LOTS 1-7, CARLSBAD lRACT NO. CT 04-08
GP! 0-4-08/ZC 114-0S/LCP! 04-07 /CT 114-ot
PUD 03-02/ PIP 113-02/CDP 09-0II/HDP 03-111.
A O : GLENN T. PRUIM Y"
dJ'.1,r;■<~«ir.<~C~L.L~:..,l,l<;~-~r,.:,.;~•~e~i!i4,.,,,._,-=......,= Jh,/,., PE:51274 EXPMs:9)3o}r56 DEPUTY OIR. DPW o,('J'E
lfC w C
0..
())
0
I C\J
0
/ ::n
'T m 0
I
C\J
0
/
X
I ,.
u
~
/
X
I
0
d u
•1:
/
X
I
d +-' d
7'j
/
X
...
0 -
NOJI: BASIN MAftfJENANCE
MAINTENANCE OF DETENTION BASIN
WILL BE ACCESS£0 FROM LOT 65 AS
SHOWN IN THE CC & R DOCUMENTS.
I.
2.
3.
4.
!I.
1.
10.
11.
LOT ee
NOTES
ALL ELEVA TIOlfS SHOWN /llf/E. l'llll!!ll!ll !IUl!F AC:C UNI.ESS OTHERWISE NOlEO.
M: O'IINER MfO /f1/I. CO!ll1UCTOR SHALL VERIFY WITH CIW. ENGINEER THE l!UILDING
SlRUCTIJRAL SECTION{S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS.
CONTRACTOR TO \£R!FY LOCATION ANO ELEVATION OF ALL EXISTING UTILITY
CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION.
AU. CATCH BASINS SHAU HAVE FOSSIL fl.TERS INSTAUED,
11-iE !IOUNDARY SHOWN ON M!IE Pl.MIS IS NOT NECESSARILY 1H[ IIE!IUL T OF A IIOONO.litr
9UIMY BY K .ti S ENGINEERING. lHE BOUNDARY LINES SHOWN HEREON MAY HA VE BEEN
ESTABLISHED FROM RECORD DATA ctll.Y.
,u SUl!f' ACE DRAINAGE SHALL I[ C)RC'TEI) A MINIIIIUM Of' 2 mcmr AWAY
l'!!OM THE !!UILOING(S}. DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT
TO THE LAt,!OSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED,
lHE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO
PONDING or WATER OCCURS IN THE PLANTER AREAS. THE FINISHED GRADE WITHIN
LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6" BELOW THE FINISHED FlOOR.
WA TERPROOANG ANO /OR A STEMWALL IS REQUIRED WHE~ THE FINISHED GRADE IS LESS
THAN 6" BROW THE FINISHED FLOOR ANO DEEPENED FOOTINGS ARE REQUIRED WHEN THE
FINISHED GRADE IS MORE THAN 6" BELOW THE FINISHED FLOOR.
lHE sue DRAIN FOR M RETAINING AND/OR KEYSTONE WALLS, AS SPECIFlED BY OTHERS,
SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET.
ALL STORM DRAIN PlPES SHALL HAVE WAlERTIGHT J(JNTS INSTALLED.
'IHE HARDSCAPE SHOWN HEREON WAS Ol!TAINED FROM THE AIRCHITEC'IIJRAL PLAN.
CONTRACTOR SHALL COOSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE Pl.AN.
11-IE CONTRACTOR .SHALL NOTIFY THE ENGINEER or WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HARDSCAPE IF ANY or THE A.D.A. STANDARDS HAVE: NOT BEEN MET.
SEE SHEETS 6 & 7 FOR EROSION CONTROL PLAN AND DETAILS.
(CONTINUATION) NOTES
12. ALL ON SITE, PRIVATE IMPROVEMENTS SHOIN ON THIS DftAWING ARE FOR
INfORMA TION ONLY. THE CITY ENGINEER'S APPROVAL or THIS DRAWING IN NO
WAY CONSTIRJTES AN APPROVAL OF SAID PRIVATE IMPROVEMENTS. A SEPARATE
PERMIT FOR SUCH IMPROVEMENTS MAY BE REQUIRED.
13. DIGITAL COPIES WILL BE AVAILABLE FOR CURB LAYOUT TO THE SURVE'IOR
OF THE JOB FOR CONSTRUCTION STAKING.
GRADED SWAU: WIDTH VARIES
SIDEWALK
SECTION A-A
NO SCALE
-J!!!• \ 325.78
328.80 ••. DlltPENED
LEA\£ 3-3" OIA. ,...._ FOOTING '!,~-":l
HOLES IN CUR9 \, : _::;i;. -FOO DRAINAGE I" __ , , ··la ~-.::c.i-
SEE 0ET AIL IN 9€0 NO J i \'· '• '1,! .[,,, _
'l' w,t.lEl! 'S!P.~.:::J, ,. •
1 1 /2" MElER • •·•-
·-32'!:0 -··1
325.26
BUflQfNG A i' · \\,;;/.~,,....~M'""-.1
326.80 •327,36 m :m.eo.
ln!'ENEI)
FOOTING----._-.lil 11--+-t--t-11.. :i-i• SIOEWAI..K UND!:RWAJ..K
PIPES PER SDRS 0-27
~-;~
AWAY FROM BLDG.
TYi'.
1.0X _
'NOTE; PAP fl EYADQN
PAD ELEVATION SIJBJ::CT 1'0 CHANGE l'ER
ACTIJAL BUILDING STRUCTURAL SECTION.
VARIES
PRO ED
REl W
" PERMIT ,
' . ·-"•ff;;';~ . \J\1-,~~·:•·♦~ Dffl:H Wffl1 ••.· • • ••• RIP-RAP, 0.5i,
SIDE Of D-75
~~~tt-:·
FOR DRAINAflE ~:,
. . .
AIDGE
J 32
32
\
""'----2!100 PSI AIR Pl.ACED
CONCRElE SPLASH WN1.
WITH 13' LONG f4 BARS
2500 "'9 AIR PLACED CONCIIETE
SPLASH WALL WITH 13" LONG I<!
BARS PLACED 'IERTICALL Y & Sl>ACEO
0 12• O.C. EMBED BARS INTO DITCH 4'.
-"' .~ '.':.;\ , .. c,·., e• 'IHIMNED EDGE -:D
(BOTH SIDES)
PLAN
NOT TO SCALE
12·
2!!00 ,sa NII. PI.ACm
CONCliiit WITH 1 1/2' X 1 1/'l' SECTION f-F 17 GAGE STUCCO NETTING. ---
PLACED VERTICALLY &
SPACED • 12• O.C. EMl!lfD
BARS INTO DITCH +•.
$PLASH !'I ! PEJM-
NoT TO SCALE
10' '
~4.5'., . ,•
• • i • ;_ • .
11.5'
21'
PLAN \1EW
NOT TO SCALE
2.5' 0.75'-f-f---=---,
1.75
4,0'
SECTION B-B
NOT TO SCALE
3' 470-C-2000 CONCRETE OR
3' 2500PSI AIR PLACED
CONCRElE WITH 1½'SQ MESH
17GA SlVCCO NETTING
2'X5'0f!IF1CE
OPENING
2.5'
TYPE G-3 CATCH BASIN,
MODIFIED AS SHOv.tl.
TOP•281.5 ORAINA EASEMENT
10'
CRA'<tl FILTER l!El'IM Wl11-I 1•
(MIN.) ROCK SIZE. SLOPE AT 1
-": 1 TO I IEISI t:r SHOWN. COVEii
6RIFICE WITH 5 MICRON
277.e21E (MEET EX 24")
EXISTINC
GRADE~-C
PORllON
EX 24" RCP
TO REt.tAIN ~ -
,C:---
)._
{':i-=-==
REMOVE EX HEADWALL
ANO 7±LF' EX 24" Rel)
PROFILE B
FILTER.
Cr
WSE•281.50
I (100-'IR)
I.··--I 3" CONCRETE INL£T
APRON
12·
278.5Fl
2.5'X0.5'
ORIFICE
BASIN BOTTOM
---SILT AREA
OU].ET STRUCTURE DETAIL
NOT TO SCALE
'w'DID 1937C330784
IL T0
P. Of·&>-oe DATE
REVIE\o/ED BY•
, ol.agf ou
NSPECTDR ' DA TE
FINISH
GRAD£
0 15 30 60 90 l---~,---+-----------1----+--'--+--+-----t ITl I CITY OF CARLSBAD 11 ~
SCALE: 1 •-30'
K&S ENGINEERING
Surveying AS-9UILT.
-BROW DITCH NOT BUILT.
-ADDED TRIANGULAR PLANTERS,
(619 100 02-14-06 K"S, S • DELETED RETAINING WALL DITCH.
DATE INITIAL
ENOINEER Of' WOAI< REVISION DESCRIPTION
DA1E INITIAL DA 1E INITIAL
DTI£R APPROVAL CITY APPROVAL
GRADING, DRAINAGE & EROSION CONTROL PLANS FOR:
PALOMAR POINT
LOTS 1-7, CARLSBAD lRACT NO. CT 04-08
GPA 04-08/ZC 04-09/LCPA 04-07 /CT 04-0I
POD -02/ PIP -02/CDP -Oll/llDP 03-0I.
PROJECT NO.
CT 04-06
DRAWING NO.
422-9A
I-v, n
I: [L
Cf) c-, ,. ··•
(Cl
n
0
G ru ·-. "' ·--
OJ • 10
u·:
C
' lJ
L OJ
"' OJ
0
I n.1
0
' CJ)
"<
" /
-st-
Cf)
0
I
(U I 0
/
X
+' u
Q, ·,
0
' [L
/
X
I
cl
d u <[
,/
X
I
d
I'
d
" ><
c,,
2.
QOSION CONTROL NOTES
1, IN CASE ~GENCY WOii!( IS 1'EOUl1'ED, CON,-ACT LAWRENCE ,EU AT (11~11) 893•1314.
1. EQI.IIPM£NT ANO WORKERS ~OR !:MEP!GENCY \!IOAK SHALL II( MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON Silt AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS Et,ffNENT.
3. DEVICES SHOYltl ON PLANS SHALL NOT II[ MMD OIi MOOIF'IEO WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTIIACTOR SH,1,U. RESTORE All EltOSION CONTROL DEVICES TO WORl<ING ORDER
TO THE SA TI SF ACTION OF THE CITY ENGINEER ATTER EACH RUN-OFF PRODUCING
RAINFALL
e. THE CONTRACTOR SHAU INSTALL AOOITIONAL mostON CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
8. THE CONTRACTOR SHU IE l'l[SPai!S181.E AND SHALL TAKE N'ECltSSA""' PRECAUllONS TO
PREVENT PUBLIC TRESPASS OtJTO AREAS WHERE IMPOUNDltD WATERS CREATE A
HAZARDOUS CONDITION.
7. M.L EROSION CONTROL l«ASllfttS ~ PER ll-lE Al'F'IIOVED GRADING PLAN SHALL
BE IN CORPORA TED HEREON.
II. GRADED AAEAS AROUNO TH[ PRO.tCT P[RtM['!'ER MUST DRAIN AWAY FROM THE F'ACE OF' •
St.OPE AT THE CONCLUSION OF EACH WORKING DAY.
t. AU REMOVAIU "11:0TECTIVE 0Ev1CES SHOWN SHALL I.IE IN PLACE AT THE ENO OF EACH
'IIORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40X). SILT ANO OTHER DEBRIS SH-'I.L BE REMOVED AFTER EACH RAINFALL
10. AU GRAVEL !JAGS SHALL IE BURLAP T'r'P[ WITH 3/4 INCH t,ffNIMUM AGGREGATE.
11. SHOULD GERt.llNAllON OF HYllROSEEDED !ii.OPES f'All TO "11:0VIDE EFFECTIVE C0\1£RAGE
OF' GRADED SLOPES (90" COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHAUL BE
STABILIZED BY PUNOI STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROi. HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION COIITRQ. PLANTING "ND IRR1GA TION SHALL !1£
INST&LED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOUOWING:
A. H'iOROSEEOING SH-'1.L 9E APPLIED TO:
1. AU !ii.OPES 'IMAT ARE GRADED 9: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
l'IHEN THEY AffE:
o. THREE FEET OR MORE IN ~GHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALIL SLOl'ES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED F'LATTER THAN e: 1 \1IHEN ANY 0, 'THE FO..LO\m!G CONOITION$
EXIST:
o. NOT SCHm.lLEO FOR IMPROVEMENTS (CONSTRUCTION OIi GENERAL
LANDSCAPING) WITHIN SO DAYS OF l'!OUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONOITION IOIENTIFlED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. H'l"Df!OSEEDED AREAS SHALL IE lftR1GA TEO IN ACCOROANCE MTH THE rOLLOW'NG
CRITERIA:
1. ALL SLOPES '!'MAT Ml!E (lRAOEO 8:1 OR STEEF't."R ANO 11-tAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHAU BE IRRIGATED BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONYENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,: COVERAGE.
b. GREATER THAN e FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,:
COYERAGE.
2. AREAS SLOPED 1.£S5 TM-.N 8:1 SHAU II[ IRRIGATED ~ APPROVED BY THE CITY
ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF"
THE ELEMENTS Of THE PROPOSED SYSTEM.
3. IRRIGA TtON SHALIL MAINTAIN THE MOISTURE LE\IEL Of THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH.
C. H'iOROSEEO Ml)( • A" SHALL CONSIST Of ALL Of THE rOLLOWING:
1. SEED MIX SHALL CONSIST Of NO LESS THAN:
:s.
APPLY TO ALL GRADED AND UNGRAOES !ii.OPES, AS wtLL AS ANY PAD AREAS NOT SCHEDULED
FOR IMPROVEMENTS ~THIN 6 MONTHS OF COMPLETION OF ROUGH GRADING
IJIW. K I.IS./ I';, ACHt IDTIMl':N. IMIE ~ !«IE
M / 15 3 tsCHSCHCl.ZIA CAUFORNICA CALIFORNIA POPPY
/JO / 90 2.5 LASTHENIA CAUFORNICA CALIF GOLDFIELDS
to/ so 4 LOTUS SCOPARIUS DEERWEED
ti!/ 90 2.5 UJF'INUS BICOI.OR ARROYO LUPINE
70 / 80 4 NASELLA LEF'IDA FOOTHILL STIPA
ti! / 15 l NE MOP HILA MEN Z1ESII BABY l!!LUE EVES
19 TOTAL POUNDS PER ACRE
SOIL STABILIZER-W l1NDER OR EQUAL 120 LBS/ACRE
WOOO FIBER-CONWEI 100l( WOOD Fll!ER 1500 LBS/ ACRE
FERTILIZER-1-20-20 /JO L$S/ACRE
NON GRAOED ANO l'AO AMAS (NON 1""1GATEO AREAS) WIU LIE DORMAN'!' UNTIL NA1URAL RAINFALL
PROMOTES GERt,ttNA TION
a. ALL SEEO MA TER1ALS SH-'LL !IE fflANSPORTED TO THE JO!ISITe: IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTLRE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
b. NON-PHYTO-TOXIC WETTING AGENTS MAY !JE ADDED TO THE HYOROSEED
SLURRY AT THE DISCRETION ~ THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lb1 PER ACRE,
TYPE S MULCH (STRAW) MAY BE SUBSTITLTED, ALIL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MA TERI AL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50,: OF
THE STRAW INTO THE SOIL.
FERTILIZER CONS1STING OF AMMONI\Jl,1 PHOSPHATE SULFATE, 16-20-0, ~TH
EROSION CONTROL NOTES (CONTINUATION)
D. AREAS TO l9E H'l'OROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEOING l!IY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA l!ON OF':
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARRO~NG AREAS 6: 1 OR FLA mR THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT ~LL NOT BREAK UP USING ITEMS a OR b ABOV[.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANl!Nt BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TURA TEO SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH AOJJSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. M'l'DROSEEDEO AREAS SHAU I.IE MAINTAINED TO PR0\10E A \1GOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTIL Y LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
£/,IBEDDINfi (£TAIL
ANGLE f11!ST $'TAK[ TOWA 0
PREVIOUSLY LAID BALE ----
FLOW ---1•► WIRE CA NYLON
BOUND BALES
PLACED ON THE
CONTOUR
2 RE-BARS,SllEEL PICKETS,OR
2"X 2" STAKES 1 1 /2' TO
2' IN GROUND
ANCtfQRING (£TAIL
" DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE.
NbT TO SCALE
1. SE:T POSTS ANO £XCAVA~ A j
4 BY 4 IN (10 19Y 10 CM
TRENCH UP$LOPE FROM ND
ALONG THE LINE OF POSTS.
------~ ::---_ ~-~ ,,--:::; .~,I:f J /' ..-rr1t:;ill;';:;LL;:; I ::. ·
3. ATTACH THE: F'IL TIER F' ABRIC lfO
THE WIRE FENCE AND EXTEN~ IT
INTO THE llRENCH.
2. STAPLE Wl~E: F'ENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKF'IL~ AND dOMPACT THE
EXCAVA1'ED SOIL.
SILT FENCE
NbT TO SCALE
COftRUGATED METAL
RUMBLE STRIP PANELS
MAY BE USED ON
APPROACH TO EXIT
CRUSHED AGG~EGATE
GREATER THAN 3"
LESS THAN e•
OVER FILTER
F'ABRIC
I
PUBLIC
"1GHT-0F-WAY
OR PAVED
ROADWAY
PUU
111GHT-OF'-W,\Y
OR PAVED
ROADWAY
or LARGEST CONSlRUCTION VEHICLE
14' lt!l'N. OR AS P!EQ'0
TO ACCOMOOA 1'E TRAFFIC
TIRE
CMANNELlzt TO SE ntAPPIN
&IJ,
P!!OVOE Al'PROPRIA1E 'IRAIISITION
BETV,EEN STABILIZED
CONSTRUCTION ENTRANCE ANO
PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
GRAVEL BAGS OVERLAP
ONTO CURB
____.,. ------/ / ;"''" 7
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THR'£E LAYER$ OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
NOT TO SCALE
\./DIIJl937C330784
DATE'.
REVIE'wED BY•
io)1yl,,._ NSPECT□R DATE
---------------------1 SH6ETII CITY OF CARLSBAD IISH,TSI :::==~========~=====: 1-----1,----1----------------1-----...--~---1---1 GRADING, DIUJNAGE I< EROSION CONTROL PLANS FOR:
PALOMAR POINT
LOlS 1-7, CARLSBAD TRACT NO. CT 04-08
GPA 04-08/ZC 04-0S/LCPA 04-07 /CT 04-011
Pl1D OS-02/ PIP OS-02/CDP 03-011/IIDP 03-01.
Surveying A D: GLENN T. PRUIM
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02-14-06 KS.S AS-BUILT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
□THER APPROVAL CITY APPROVAL RV'wD B
PROJECT NO. DRAWING NO.
CT 04-06 -4-22-tA
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APPLY TO ALL GRADED AND UNGRADES SLOPES, AS WELL AS ANY PAD AREAS NOT SCHEDULED
FOR IMPROVEMENTS WITHIN e MONTHS OF COMPLETION OF ROUGH GRADING
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P/C AUi£ llfJrll/f/t:II.~
98 / 75 3 ESCHSCHa..Z1A CALIFORNICA
50 / 80 2.5 LASTHENIA CALIFORNICA
90 / 80 4 LOTUS SCOPARIUS
98 / 110 2.5 LUPINUS BICOlOR
70 / 80 4 NASELLA LEPIDA
98 / 85 3 NEMOPHILA MENZIESft
19 TOTAL POUNDS PER ACRE
SOIL STABILIZER-M BIN'DER OR EQUAL
WOOD FIBER-CONWEB 100" WOOD FIBER
FERTILIZER-8-20-20
CALIFORNIA POPPY
CALIF GOLDFIELDS
DEERWEED
ARROYO LUPINE
FOOTHILL STIPA
IIABY BLUE EYES
120 LBS/ACRE
1500 LBS/ ACRE
50 LBS/ACRE
NON GRADED ANO PAO AREAS (NON IRRIGATED AREAS) Will LIE DORMANT UNTIL NATURAL RAINFALL
PROMOTES GERMINATION
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I,EGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTIIIANCE
SILT FENCE
GRAVEL BAGS
HYOROSEED SLOPE PROTECTION
TEMP. DESILT BASIN 10' X 25' X 2' DEEP
NOTE;
QUANTITY
2 EA.
4892 L.F'.
800 EA.
21864 S.F.
6 EA.
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FOR EROSION CONTIROl NOTES AND DETAILS SEE SHEET NO. e
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02~4-oe 1<as AS-BUILT.
DATE INITIAL DA TE INITIAL
ENGINEER Of WORK RE\11S101\1 DESCRIPTION DTI-D APPRIJVAL
DI\ TE INITIAL
CITY APPROVAL
EROSION CONTROL PLAN FOR:
PALOMAR POINT LO'l'S 1-7, CARLSBAD TRACT NO. CT 04-01
GPA 04--08/ZC 04--03/WPA 04--°¼:; 04--08
PUD 09-02/ PIP 03-02/CDP 03---08 09-02.
DRAWING NO.
422-9A
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