HomeMy WebLinkAboutDWG 409-5A; CT 02-01; PACIFIC VIEW CONDOMINIUMS; 01-03i I
GENERAL NOTES
(IN ADDITION TO THE REQUIREMENTS Or CHAPTER 11.06 Or THE
CARLSBAD MUNICIPAL CODE./
/.· 1HIS PLAN SUPERSfDfS ALL OTHER PLANS. PR[V/OUSLY APPROVfD BY THf CITY
OF CARLSBAD REGARDING GRADING $HOWi/ ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN OOES NOT LfSSfN OR WAIVE' ANY PORTION OF TH£
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS ·,OR OTHER ADD I T/01/AL DOCUME:NTS LISTED HEREON AS THEY MAY
. PfRTAIN TO THIS PROJECT-. THE Ell<i/NEER IN RESPOIISIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. 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 PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF /1/SURAIICE MUST BE FILED NAMING THI!: CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR _EACH OCCURRl!:NCf OF LIABILITY, TH( INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GU/OE.
5. UNLESS EXEMPTED BY SECTION JOI. (b/5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILOING DEPARTMENT.
5. NO WORK SHALL BE COM"1ENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWN£R'S ·PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL or THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, .ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL 8fCOME THE PROPERTY OF TH! CITY UPON 8EIIIG
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL SE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WOlil( BY THE Cl TY.
II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIME:S DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A SOILS REPORT COMPRI SEO
OF, (A/ SUMI.IARY SHEfT, /BJ LABORATORY WORK SHE:ETS AND (CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENG/NE'ER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THI!: FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE'COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMl'LIAWCE VERIFICATION JIEGAROiN(;
ADHERENCE TO RECOl,MENOAT/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADIN~
SHALL BE DONE UNDER THE D/RfCTION OF A PROFESSIONAL ENGINEER OF TH!
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
"EARTHWORK SPECIFICATIONS • ATTACHED TO . THE PRELIMINARY SOILS
INVESTIGATION, DAILY FlcLD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONStRUCTION 1,/E(T[NG St/AIL er HELD AT TNE: SITE 1'8/QR TO THE:
BEGINNING Of WORK AND SHA/ I Bf ATTENDED BY Ali RfP/lfSENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
. OTH£R ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERKl438-J8&/.ext.432JJ AT LE'AST FIVE/5} WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAIL.ABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE. PROVIDED BY
THE i1ROJECT INSPECTOR AT THE MEET I NG.
15. Al 1 /NSPfCTfQN RfQIIESIS OTHER THAN EQR PRECQNSTRl/CTIQN MffT/NG WILL BE
MADF BY CALL ING THF ENGINEERING 24-flQI/R {NSPfGUQN RFQllfST { INE AT
(Z'O/ 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2,00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPL I CANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATION$.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SfCTION 670~ 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 INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5'1 OR
MORE IN DE:PTH f1ND APPROVED BY THE CITY ENGINEER' AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION IF THE PLAN VARIES FRQM THr SHORING-SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARfQ BY A
REGISTERED ENGINEER AT TH( CONTRACTORS (XP£NSE. A COPY OF THE OSHA
fXCAVAT/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 THE CITY OF CARLSBAD. SUB/T APPLICATION FOR BLASTING PERMIT WE'LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARf Q/SCOVER£Q WITHIN ANY WORK ARcA
OUR/NG CONSTRUCTION, OPERATIONS WILL · CEASE IM.IEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENG/1/EER. OP£RATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY· FROM TH£ CITY ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH( SITE OR ADJACENT THER£TO, INCLUDING
WARMING UP, R£PAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT. CONSTRUCT/ON EOU/PMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMl:NT SHALL BE LIMITED TO THE PERIOD BETWEEN 7,00 A.M. AND
SUNSET £ACH DAY, MOWDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.}
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO" THE
CITY ENGINEER FOR APPROVAL J"M) FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE' OBTAINED FROM, AND WASTE MATER/Al SHALL BE·
DEPOSITED AT, A SITE APPROVED BY THE CITY £NGlllffR, TH( CONTRACTOR
SHALL BE RESPONSIBLE ~OR ANY Q{BRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION. ··
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
/4. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES . SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
"21. ALL AREAS SHALL BE GRAD£D TO DRAIN.GRADING RESULT/1/G IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES. SHALL· HAVE A
MINIMUM ONE PERCENT SLOPE.
2,. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWI/ AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
2,. AIJL SLOPES SHALL BE TR/I.MEO TO A FINISH GRADE TO PRODUCE A UNIFORM ; SURFACE AND CROSS SECTION. THE SITE SHALL 8£ LEPT IN A WEAT AND
. ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROV£D OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTfD ANQ/OR HYDROSEEDED
WITHIN TEN (10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
I i ~ ,,
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28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS .REQUIRED
BY THE c1n· OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJfCT. ORAWING NQ , AND/OR AS DIRECTED BY THE C'fTY
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 IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN -ACCORDANCE WITH rHE LANDSCAPE MANUAL TIME RfOUIREMENTS.
30. STORM DRAIN PIPE SHALL BE Rl!:INFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,3150. FOR PRIVATE STOflM DRAIN PIPES, UP TO 1/l" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 1/l FEET AND BACKFILLED WITH 314'
ROCK PER SDRSD S-4 TYPE "C'. AND PIPE MEETS ASTM STANOARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO 8E ABANDONtD AS A RESULT OF THE
GRADI_NG OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
. AREAS THE PI PE WI LL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY
THf CITY ENGINEER. .
32. THE CONTRACTOR SHALL VER/PY THE LOCATION or' ALL EXISTING. FACILITIES
(ABOVE GROUND AND UNDER GROUND/ WITHIN THE PROJECT SITE 'SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT 15
FOUND THAT THE ACTUAL LOCATfONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY ArFECTED UTILITY COMPANIES (SEE BELOW/ AT
LEAST 2 PULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERV l'C£ ALERT
SOG8E / -800-422-4/33
(619/438-6200
/-tn>-89t•Q/1f!J'
(75(),,43i-Z.741
PACIFIC BELL
ADELPHIA CITY OF CARLSBAO(STREtTS 8 STORM DRAIN/ [~;-~:~ •cITY OF CARLSBAD(SEWER,WATER !I RECLA/MEO WATER} . -
..,AS .APPROPRIATE
34. PERM (t COi.iPL/ ANGE REOU I REMENTS,
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL EIIGIIIEER,
SOILS ENGINEER, AND/OR ,.GEOLOGIST TO GIVE TECHNICAL ADVICE.
OBSERVE AND CONTROL THE WORK IN PROGRESS (/1.06. /70(8/}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FIi/AL APPROVA( Of: A GRAD/HQ PoRMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR (11.06. 190/81) CARLSBAD MUNICIPAL CODE, a
(I/ FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE/INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROV/:D PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTl!:R FROM CITY ENGINEERING DEPARTMENT}.
121 AS-BUILT GRADING PL'AN.
(3/ R£PORT FROM THE SOILS E:NGINF:E'R, !Mi/CH INCLUDES
RECOlll,f!NDED SOIL BEAR'IIW CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE.QUALITY OF THE SOIL, AND SUMIIIARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE: A STATEMENT BY THE SOILS ENG/1/EER THAT THE
GRADING WAS DONE IN ACCORDANCE' WITH THE REQUIREMENTS AND
RECOINENDATIONS OUTLINED. IN TH£ PR£LJMINARY SOILS REPORT
AND ANY SUPPLEMENTS TH£R£TO .
(4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF RE:QUIREO. BY THE:.
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS !SSU£D WITHIN ONE //}
YEAR APTER THE CITY ENG/NffR'S APPROVAL, THESE PLANS MAY BE REQUIRED
'TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHfCK.
36. THE SOILS REPORT TITI EQ {«20]1!:<;JMJtrAL /A/111$T/('L1Tlfl4/ ,
PERPARED BY ,4lllt:D 1tAll:rl( 7ffCJfA/QLq:J,X , DATED
';f¼tE 'Z(f J:4,2. , SHALL BE CONS I DERE:D AS A PART OF TH IS
'GRADING PLAN. ALL GRAU/NG SHALL BE DONE IN ACCORDANce WITH THE
'1ECOA'MENDATIONS AND SPf.CIFICATIONS CONTAINED IN SAID SOILS REPORT.
• DECLARATION OF RESPONSIBLE CHARGE•
I HEREB'r' DECLARE THAT i AM THE ENGINEER OF WORK FOR 'THIS PROJECT,THAT
I HAVE EXERCISED RESPONSiBLE CHARGE CNER THE DESiGN OF THE ~..ECT AS
DEFINED IN SECTION 6703 OF THE BUSiNESS AND PROFESSiONSCODE,AND THAT THE
DESIGN iS CONSiSl1\NT WITH CURRENT STANDARDS.
i UNDERSTAND THAT THE CHECK OF' PROJECT DRAWINGS AND SPECIFICATiONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME.AS ENGINEER OF WORK.OF MY
REPONSIBILITiES FOR PA:JJECT OESiGN.
FiRM, ALUED f=ARTtl TE_CtJN~O-LO=GY~----
ADDRESS · PO BOX 1932
CITY, STATE; ./:/, CAJON, CA 92022 :~~EPHON~ . , ~5?2· (6(9!447· 4747
l ;~CHAN.·-,--
R.C.E. NO:-'·z=4j,_,6...,_i3..._ _____ -,--___ _
REGISTRATION EXPIRATiON DATE·· 12 .31_2009
DATE: 1'-/15 /002,
SOILS ENGINEER'S CERTIFICATE
I. ROMRT CHAN . A REGISTERED CML
ENGINEER OF THE STATE OF CAUR:>RNIA.PRiNCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOiLS MECHANICS HEREBY CERTIFY THAT A SAMPLING
ANO STUDY OF THE SOiL CONDITiONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
JUNE 3 __ , ax>~_ AND _ JUl'jE 4 200? . TWO
COPIES OF THE SOILS REPORT" COMPILED FROM THiS STUDY, WITH MY
RECOMMENDATiONS HAS BEEN SUBMITTED TO TH ICE.~ THE CITY
ENGiNEER. / //(}
SIGNED: ---,f-' __,µ,..~"-'-__...·""'"-------
P. E.NO·. ____l'..fc.,,J~ ---------
DATE; _ __,l=:i.,f-'LJCJ'3,+'/e,=a=L~--------
LICENSE EXPIRATION .DATE : /$-J,.1-C10 5:
OWNER1S CERTIFICATE
WE -HEREBY CERTIFY TI-IAT A RitGISTEREO SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAiNED TO SUPERViSE OVER _ALL GRADING ACTIVITY AND
A ISE ON TI-IE COMPACTION AND SfABI LiTY OF THiS SITE.
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NOTE
' GRADING ACTiV/1lE~ '!IHl<.LL gt;_ LIMITED 1D THE ORV SEi450N AP!flL /IT 10
O(,TQ5f'R 1 •t OF EACH Yf:/IR. GRADING A<;11V/TIES MAY 6E EXTENDED TO
NOV£"1B£R 15111 UPON WR1T1EN APPROVAL OF THE CITY ENG/111&/E:R
AND ONLY iF ALL EROSION CON 1ROL fV/EASU!eES ARE IN P!ACIE: BY
OCTOBER 1 ht'."
, •
BEST MANAGEMENT PRACTICES
EACH INLET WILL BE E~IPPEO WITH A FLOW GUARD FILTRA110N SVSTEM
OR EQUAL,FORTHEREMOVALOFOILS AND POLLUTANTS FROM THE
STORM WATER RUNOFF, THIS SYSTEM WILL BE MAINTAINED BY'-
COMPANY LICENSED TO MAINTAIN THE FILTRATION SYSiEM AND DiSPOSE
OF THE POLLUTANTS IN A MANNER SATISFACTORY TO THE EPA.
DRAINAGE NOTE :
AN OFFER TO CONNECT EXISTING OFF SIT£ Sl"ORM OAAIN PIPES TO
THE PROPOSED ON SITE SY5TEM SHALL BE MADE TO ALL ADJACENT
PROPERTY OWNERS .AND EXPLORATION OF THE PERIMITER OF THE SITE'
FOR ANY EXlsrlNG STORM DRAIN PIPES SHALL BE MADE . ANY PIPES
FOUND TO DISCHARGE ONTO THE SITE SHALL BE CONNECTED TO THE
PROPOSED SYSTEM. A STORM DRAIN CLEANOUT SHALL BE PLACED AT
lHE PROPERTY LINE OF ANY PIPE JO BE OONNECT TO THE SYSTEM.
:-CARLSB :::._----::sn
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............... .._,__.. .......... -.._._ __.,__, ~ ..........
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._ ......... -------._ ......... "-'-.......... "-'--' ._ ,.__.__.__.___ .................... __. ........... ~--
~' CARLSBAD
Mr \IK.GNP71!
tOOZ TII-IUIPli 1\l°"'" ttRO•-l'W'S VICINITY MAP
N<Jr TO SCALE
OWNER /DEVELDPER
ZATHl5➔JAM£S AND l<IKI REVOCABI E TRUST
6384 LOURDES TERRACE
SAN DIEGO ; CA 92120
LEGAL OESCRIPTION
LDTS 1 2 J.. 3 IN BLOCK E, C,: MAP PALISADES,
ACCOR61NG TO THE R£CORDED MAPTHEREOF N0-1747,
IN THE CllY OF CARLSBAD. COUNlY OF SAN DIEGO.
STATE OF CALIFORNIA.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY Fl EL_Q_
SUR\/E'LME THODS FROM iNFORMATiON GATHERED ON OCT, 15 ·2®L_ey ALI !ED EARTH JECNOLOGY
roPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS-
PFPJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSOR'S PARCEL NUMBER (Sl
204 251_0I. 02 &: 0 ·-
THE CALIFORNIA COORDINIIJ'E INDEX OF THiS PROJECT IS, N 358 E--· -~16=5=9 _____ _
•
w __ o_R_K .... T ... O .... B_E ____ DO..,.t~
THE GRAl)t,JG WORK SHALL CONSIST OFTHE CON5TRtnlON OF ALL CUTS 00 FIUS, REMEDiALGRIONG,
DRAINAGE FACILmES, EROSIONS Ci'.l'JTROL FA Ci UT Its. AND PLANTING OF PERMl>NE~ LANDSCAPING AND
PREPARATION OF A AS.BUILT GRAClNG PLANS. AS.BUILT GEOLOGIC MAPS AND REPORfS,ALL AS
SI-OWN OR R~IRED Gi THS SET OF PLANS AND THE CITY STANDARDS,SPECiRCATiONS, REQUIREMENTS
AND . ORDINANCES CITED ON THESE PLANS ,
THE QRAOiNG WORK SHALL BE PEf\FORMED lN ACCORDANCE WITH THE FOLLOWING OOCUMENTS,CU!<RENT
ATTH_E TIME OF CONSTHUCTION,AS DIRECTED BY THE CITY ENGINEER.
1. CARI..SBAD Ml.t,IICIPAL CODE .
2. . CliY OF CA,{Sl3Ml Sl'ANDAR0$
3. THIS SET OF PLJ•NS
4. RESOWTON NO. 5266 t 5267 DATED __,5=--E.._PT.,_,.__,4_---=200=-=2,___ ______ ----,
5. THE STANDARD Sl''ECIFICATIONS FOR PUBLIC WOP.KS CON5TRUC1'10N ( GREEN BOOK)
6. SOIL REPORT' AND RECOMMENDATIONS BY AWED EARTH T£CHNOLQ(1'1
___________ DATED JUNE 24 -2002
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND MAY BE MODIFIED BY THE CITY
OF CARLSBAD STJ\NDARD
8. CALIFORNIA COASTAL OOMMISSION DEVELOPE!v'ENT PERW a::NDITIONS
DATED SEPT. 4 -2002
9. E»/il'OEMENTAL APPR:JVAL DOCUMENT Dp;J'ED /MY 20-2002
LEGEND
DESCRIPTION OWG.NO. SYMEK>L QUANTrrY
I. EXISTING CONTOUR UNE
2. PROPOSED CONTCIJR LINE
I 3. EXISl'ING RETAINING WALL
4. PROPOSED CMU W.oJ..L
5. CATCHBf,SN
6 PROl'OSED STORMDRAIN PIPE
7. PROPOSED AC PA\/11'-M:i / 3'AC/4'BASE / -
8. PR<:roSED PCC PAVING (WAJ.Mf',Y)
BY SEPABATE BUILDING PERMIT
C INLET fRAME i GRATE ·
PER ALHAMBRA F'DRY C.O A-2:012) , .
_45 ............... . ........ ~"· .
-{ 47)
=
------
1353 SQ.FT
!Zt12" • '01 EA ..
24":24". 03 EA,
15 eve-;, 44 Ff.LG. 8" pVC, 135 Fi LG.
_M98 .. SQ.FEET
340 SOFT. _
11-ll. PROPOSED 3'I' FCC ·oRIVEWAY, ___ _ GS-12 · ,· ~-:/: :--·.;/
1
"'/·.~ .: • 01 EA,
~ ': ·,:"-•. ~·~.;. :·,,
, ' · · · · 288 SQ FEET
10. PROPOSED PCC CURB -6" __ f'tR SDRSO G-1 161 FT. LENGTfl
• 11. PRCPOSED a·•p-..csoR35 SEWER LATERAL . PER CMWO 9"7. /!<'\ ~o. ~S-------
i2. STABILIZED CONSTRU::TION ENTRNICE -
13. SILT FENCE--------
14 GRAVELBAG ______ _
'If I 5. TRENCH RESURFACING ___ _
+ 16 2" WATER LATERAL
i7. CUT FILL LINE
i8 LIMIT OF GRADING
* CONSTRLCTED PER IMPROVEMENT
PLAN,DWG.NO. 409-5
EARTHWOFI< QUANTITIES
CUT: __ 334 ·. CY
FILL: S19 GY\.
IMPORT: 1S5. CT
EXPORT:_00 CT
REMEDIAL:~oo ___ CY
TC-I
QUALtTY HAND BOOKS
1000 SQFT
C; CONSTRUCTION SiTE _._ __ ... .____.. 245 FT. LDJG[H
BM Pt NOV. 2CXXJ SC-6 &8
G-24 IYPEA
PER CMWDW-4.W-8
C IWt I/fl 'll!
ENGINEER OF WORK
ALLIED EARTH TECHNOlOOY
P.O BOX i932 L CAJON CA 93022
TELEPHO ;;.+'I'!~ 4 47
_,,-~:·-,-~~-=:i~g ~~=---.JC__=e.~:.,.:: RCE 24613
31-12-2005
BENCH MARK
DESCRtPTiON: NAIL AT NORTHEASTLY SIDE OF U11 LJTY POLE
LOCATION: AT SOtJTHWEST COBt,IEB Of HEM LOCI< A.VENJ fE
1----l----+---------------i---t----1----+---11 sHE1ET I CITY OF CARLSBAD \s~EETS \
-~=:::'....'==E::N:::G:::fN::::E:"E':::RiNG==D=EP.='A:::R::::TM::::E=N:=T=::::.:==:::;
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AND GABFIEI D 51-
RECORDED , CIJY OE CABi 5BAD ELEVATiON : 63 .61 DATUM :_M~S( __ _
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CARLSBAD MUNICIPAL WATER DISTRICT
4 :'( ,;~ v?-;.-~r:,,i#!II;!!§~---~rd' 7 £,, ~ ·~oee:RTJo.oJaK 7 DA'ft 7
lllEPUTY CITY ENGIIER R.C.E 3369& EXPIRES 8-~-06
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DATE INITIAL
NE>lllEE:R OfWOIQ(
1
,11
REVISION. DESCRIPTION
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I ' I,, ' ,1 ,. "I
DATE JNl1iAL DATE INITIAL
OIHER APPROv'A CITY .APPRO/AL
11
GRN)ING AND EOOSION CONTROL PLAN FOR:
PACIFIC VIEW CONDorv11NUMS
APPROVED : LLOYD B. HUBBS ./
/4? C::: c~ ve,,-'r:ii""'•< /O f"":i CITY ENGINEEFE23899 PIRES ;12-31-05 OAT
c't11tD BY Rb:s' nROJECT NO. I DRAWING NO.
RVWO ey: __,_..,,,,,._ 1~02-01 . 409-~
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eNGINEl!ft o, WOI\K REVISION OESCRIP110N
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DATE INITIA [)o~E tl !AL
~dlHE:~R:A. Fffim{CtTY ~AL
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I (BY SEPARATE PERMIT) Sl;CTIQN((Be>l CMU WALL
· N.T.S.
6' 6'
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SIDEWALK ru~,g,
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DATE
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APPROVED: UOY~ HU~:~ :r r .. h/ .. ..,
A 1' rir ~EXPIRES:12·31-0S DATE
CITY ENGIN R p DRAWING NO.
. PROJECT NO, S-5A CHKD BY: p;,:r CT 02-01 40 RVWDBY;
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EROSION CONTROL NOTES
1. IN CA~ E:ME:RGENCY lllMK IS F!E:QUl~,CONTACT Z.4Tf,I~ ::T/1/MJ. AT
(PHONE: NUMBE:R)
1;1q -7/'8 ll!itJV
2. E:QUIPME:NT ANO WO/!KE:RS FOR £M£RGE:NCY WORK $HAU. Sf: MADE: AVA/l,l,BL/1' At ALL
TIME:S DURING THE: RAINY S£ASON. ALL '11_£CE:5SARY MA TE:R/ALS SHALL BE:
STOCKPILED ON SITE AT CONVENIENT LOCA[l10NS TO FACILITATE RAPID
CONSTRUCTION OF. TE:MPORARY DE:VICE:S WHE:N RAIN /S E:MINE:NT.
' J. DE'ACES SHOWN ON PLANS SHALL NOT BE: MOVED OR MODIF'/ED lffn-tOUT Tf/E APPROVAL
OF THE: E:NGINE:E:RING .INSPECTOR.
4. THE: CONTRACTOR SHALL RE:STOR£ ALL EROSION CONT"OL DE:'ACE:S TO WORKING OIIDE:R ·
TO TH£ SATISFAC7'0N OF THE CITY E:NGINE:ER AFTE:R E:ACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDIT10NAL EROSION CONTROL ME:ASURl:'.S AS MAY BE:
REQUIRED BY THE: CITY E:NG/NE:E:R DU£ TO UNCOMPLETED GRADING OPE:RA TIONS OR
IJNFORESE:E:N CIRCUMSTANCES WHICH MAY ARISE.
6 •. THE CONTRACTOR SHALL BE RE:SPONSIBLE: AND SHALL TAKE: NECESSARY PRE:CAUTIONS TO PREVENT PUBLIC TRE:SPASS ONTO ARE:AS WHERE: IMPOUNDED WATE.'RS CREATE: A
HAZARDOUS CONDITION.
7. ALL EROS/ON CONTROL ME:ASURE:S PROVIDE:D PER TH£ APPROVED GRADING PLAN SHALL
BE INCORPORA TE:D HEREON.
S. f)RADED AREAS AROUND THE: PROJECT Pf!RIME:TE:R I.IUST DRAIN AWAY FROM TH£ FACE'. OF
SLOPE AT THE CONCLUSION OF E:ACH WORKING DAY. .
9. ALL RE:MOV,'\BLE PROTECTIVE: DE:VICE:5 SHOWN SHALL BE: IN PLACE: AT THE !ND OF E:ACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABIUTY FORE:CAST E:XCEEDS FORTY
PE:RCE:NT (40%). SILT.AND OTHER OEBR/5 SHALL BE RE:MOVED AFTER EACH RAINFALL.
10. ALL GRAV!L BAGS SHALL BE BURLAP TYPE: WITH J/4 INCH MINIMUM AGGRE:GRATE:.
11 •. SHOULD GERMINATION OF HYDROSffDED SLOPE:5 F'AIL TO PROV/OE EF'FECTIV! COVERAGE
OF' GRADE:D SLOPES (90% COVERAGE) PRIOR TO. NOVEMBER 15, THE SLOPE:S SHALL BE'
STABILIZED BY PUNCH STRAW INStALLE:D IN ACCORDANCE WITH SECTION J5.02J OF' .
THE: EROSION AND SEDIMENT CONTROi!. HANDBOOK OF THE DE:PARTMENT OF CONSERVATION, STATE OF CALIFORNIA. .
TEMPORARY EROSION CONTROL
PLANTINQ AND IRRIGATION
ALL PERMANE:NT AND TEMPORARY EROSION CON.TROL PLANTING AND IF/RIGA TION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE: STANDARD
SPEC/FICA TIONS AND THE FOLLOWING:
A. HYDROSE:E:DING SHALL BE: APPLIE:D TO:
1. ALL SLOPES THAT ARE GRADE:D 6:1 (HORIZONTAL TO \£RT/CAL) OR STEEPER
WHEN THEY ARE: . ·
a. . THREE FEET OR MORE: IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STRE:E:T.
b. ALL SLOPE:S 4 F?:ET OR MOR£ IN H£IGHT. ,
2.. AREAS GRADED F'LA TTE1'! THAN Iii: 1 -\ltHE:N ANY OF THE FOLLOWING CONDITIONS E:XIST: .
a. NOT SCHEDULED FOR IMl'ROvnlE:NiS(CONSTRUCTION OR GENERAL •
LANDSCAPING) WITHIN 60 DAYS OF' ROUGH GRADING •....•....
b. IDE:NTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE: TO THE PUBLIC.
Q. HA VE: ANY SPE:CIAL CONDITION /OENTIFIE:D BY THE CITY ENGINEE:R
THAT WARRANTS IMMEDIATE TREA TME:NT.
s. . HYD/!05!:EDED AREAS SHALL er /1!/!fGA 7£0 IN ACCORDANCE 111TH 1HC FOLLOWING CRITERIA: .
c.
D.
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I.
E.
I. ALL SLOPES THAT ARC GRADED Iii: I OR STEEPER AND THAT ARE::
a, THREE TO EIGHT F'EET IN HEIGHT SHAU. BE 'IRR/GA TED SY HANO
WATERING FROM QUICK COUPL£RS/HOS£ 8//JS OR. A CONVENTIONAL SYSTEM
OF LOW PRE:CIPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATE:R THAN B F'E:ET IN HEIGHT SHALL BE: WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPE:D LESS THAN 8: I SHALL lff: IRRIGA 11!0 AS APPRD\lro BY THE: CITY
ENGINEE:R, PRIOR TO HYDROS£EDING. THE DEVELOPER SHAU. SUBMIT A
PROPOSED SCHEME TO PROVIDE: /RR/GA TIDN TO THE: CITY ENGINE:ER. THE
PROPOSAL SHALL 8£ SPECIFIC RE:GARDING THE NUMBERS. TYPES AND cosrs OF
THE ELEMENTS OF THE PROPOSED SYSTEM. .
.3. IRRIGATION $HALL MAINTAIN THE MOISTURE LEVEL OF' THE SOIL AT THE
OPTIMUM LE:VEL FOR THE GROWTH OF THE HYDROSEE:DED GROWTH.
HYDROSE:EDING MIX SHALL CONSIST OF ALL OF' THE F'OLLOWING:
I.. S£ED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE: OF' ROSE CLOVER
b. 20 lbs. PE:R ACRE: OF' ZORRO F'E:SCUE
c. J lbs. PE:R ACRE OF E SCHOOL CIA CALIF'ORNICA
d. 4 lbs. PER ACRE OF' ACHILLEA MILLEF'OLIA
.. J lbs. PER ACRE OF AL YSSUM ( CARPET OF SNOW)
f. 1/2 lb. PE:R ACRE OF DIMORPHOLECA
g. ITE:MS c,d,e, AND f OF THIS SUBSECTION MAY BE: OMITTE:D ON
LOCATIONS WHERE THE: AREA BEING HYDROSEEDE:0 IS NOT 'ASIBLE FROM E:ITHE:R A PUBLIC STRffT OR RESIDENTIAL STRUCTURE:$.
h. ITE:M a OF' THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTE:RIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE: HYDROS£EDING ..
I. ALL SEED MA TE:RIALS SHALL BE TRANSPORTE:D TD THE JOBS/TE: IN _
UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHE:D TO, OR·PRINTED ON
SAID CONTAINERS. · . · ·
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED · TO THE HYDROS£Eb
SLURRY AT THE: DISCRETION OF' THE CONTRACTOR.
2. TYPE 1 /,,1(/l_CH APPLIED AT THE: /!A TE OF' NO LESS THAN 2000 lbs PER ACRE'..
TYPE: 5 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATE:RIAL. WHEN STRAW IS USED IT MUST 8£
ANCHORED TO TH£ SLOPE BY. ME CHAN/CALLY PUNCHING NO LE:SS THAN 50% OF THE STRAW INTO THE SOIL. . .
J. FERTILIZE:R CONSISTING OF .AMMON/UM PHOSPHATE: SULFATE:. 1e:..20-o, WITH
15% SULPHUR APPLIED AT THE RATE: OF 500 lbs. PER ACRE:.
AREAS TO BE HYDROSE:E:DED SHAU. BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO 8£ PLANTE:D BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPE:S STE:EPE:R THAN 6: 1 .
b. HARROWING AR£AS 6: 1 OR FLATTE:R THAT ARE SUFFICIENTLY FRIABLE:.
c. RIPPING ARE:AS THAT WILL NOT BRE:AK UP USING ITEMS a Off b ABOVE'.
2. CONDITIONING TH£ SOILS 50 THAT IT IS SUITABLE F'OR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TD-PROVIDE A DAMP BUT NOT SATURATED SEED BED.
b. THE: ADDITION or SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVE:RING SAUNE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROS£EDE:D ARE:AS SHALL SE MAINTAIN£D TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PE:RMANE:NTL Y LANDSCAPED OR, FOR AREAS \ltHERE HYDROSEE:DING 15
.. THE PERMANE:NT LANDSCAPING, UNTIL THE PROJE:CT JS COMPLETED AND AU BONDS
RELEASED.
• LEGEND
1. !rfABIUZt?:D C(N;TR(J:;'flON ENTRANCE ____ _
2. SILT !'"ENCE ___________ _
3 6RAVtL BAG·-----i-.-------
i
CATCH BASIN FILTRATION SVSTEM
Fl.!Y(-/ GUARD OR EQUAL
Witfflffll II Hm
CON.CURBRWHERE OCCURS
END PIPE AT FACE OF CURS
AND FINISHED GRAGE:
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1
CARLSBAD
'..,.,..,,..,__ ---ik-:-INLe:T F'RAME L GRATE
./ PER ALHAMBRA F'DRY FILTER FAeRIC
I GRAVELBAGS(2.HIGH)
ARE STACKED TIGHTLY
CATCH BASIN
tD
COMPANY LTD A-2012
( 24'x24" MIN.)
•ELEV. SHOWN ON FLAN
4 REINF. ti
a....;;.__~ _ _;;;:::,,, __ 8' OC E.W.
·s1pg OUTLET" INLET DETAIL
CONCRETE BASE
l 2000 PSI MIN.)
PUBLIC RIOHTa
OF-WAY r .:·""·ct -I_
""""""' 8"MIN.f ~
·; PROFILE
E~ISTING GROUND PUBLIC RIC.HT. OF. 'f{/!11(
J_ 50'MIN.
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CATCH BASIN PROTECTION DETAIL
N.T.S.
(,...~:s=c.., )RAVELBAGS(2HIG:.
•r,a:i;®,,k._ 1 ~
G~\IEL FIL.LED
SANDBAGS ARE
ACKED TIGHTLY
SECTION A
N.T.S.
CATCH BASIN . I
URBINLET
BACK OF CUllS
BOULEVARD
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f4:Zl0 2
Fl. . 4'2.50
EXSTlNG .
BUILDING
·GRAVELBAG
.--::-:_-:_-=:_-=:_-=:_-=:_-:-:-:-:::=:---=--=--=-:.:.s========-====-
1, SET POSTS AND EXCAVATE A
4 BY 4 IN.(10BY10 CM l
TRENCH UPSLOPE FROM ANO
ALONG THE LINE OF POSTS
------
~~
3, ATTACH THEFILJ'ER FABRIC TO
THE WIRE FENCE AND EXTEND
IT INTO THE TRENCH.
§!LI EE.tfe§
.NOT TO SCALE
2. STAPLE WIRE
FENCING TO THE
POSTS .
4. BACKFILL AND COMPAC:"
THE EXCAVATED SOIL.
9 10
Iiiiiiiiii'
SCALE IN FEET
1'b2o'
BASIN
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ENGINEER OF WORK .. ·
ALLIED EARTH TECHNOLOGY
PO BOX 1932 EL CAJON CA 9302.2
TEL ONE l 619 l 447-4747 '
T CHAN RCE 24613
' ·i "" G·~\3 ., .,v \ 1.i6
EXPIRES 31-ll-2005
BUILT"
~,~
I RCE EXP. 1711.1/4 DATE
INSPECTOR
14'MIN -. I S~EET I CITY OF -CARLSBAD 1-----1------+--------'.:;-.;>---''--------+-------lr---t-----+----I "' E::NGINEERING DEPARTMENT
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T PLAN
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· PRO\/lOE APPROPRIATE TRANSmON
BETWEN STABILIZED CONSmUCTION
ENT'RANCE AND PUBLIC RIGHT-OF-WAY
STABILIZED · CONSTRUCTION ENTRANCE
NOT TO SCALE
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STORM DRAIN INLET PRQTECTION
NOT TO SCALE
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l!NGINE!:l\ OP' WON(
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REVISION DESCRIPTION
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--+---
DATE INITIAL DJ,TE INITIAL
OTHER APPROVAL c1rr APPPDVAL
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EROSION CONTROL PLAN FOR:
PACIFIC VIEW CONDOMINIUMS
~OVED: LLD'r'D 8. HU~ 6Y /,
CITY rNa,;:;~tr.M9-·-c EXP.12-31~~E .. ,
CHKD iv, \l'4'. PROJECT NO. DRAWING NO
RVWD B : CT 02-01 409-5A
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