HomeMy WebLinkAboutDWG 449-2A; PIP 06-18; OPUS POINT LOT 10 & 11; 01-06GRADING NOTES
I IN ADD I Ti ON TO THE REOU I REMENTS OF CHAPTER I 5. 16 OF THE
CARLSBAD MUNICIPAL CODE. I
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREYIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARD I NG GRAD I NG SHOWN ON TH IS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONO/TIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REV I SE THESE PLANS WHEN NON-CONFORMANCE IS O I SCOVEREO.
3. Cl TY APPROVAL OF PLANS DOES NOT REL !EVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONS/8/L I TY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED OUR/NG CONSTRUCT/ON. 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 INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN AOOITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF
$1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY
WR/ TING THE POL ICY MUST HAVE A RATING OF "A-• OR BETTER ANO A SIZE
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS· KEY RATIN/J GU/OE.
5. UNLESS EXEMPTED BY SECTION 301. /b/5 OF THE UNIFORM BU/LO/NG CODE,
RETAININ/J WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERM/ TS FROM THE BUILDING DEPARTMENT.
6. NO WJRK SHALL BE COM,tENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE Cl TY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRAO/N/J TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MAO£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTEO WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO THE Tl TLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SIGNED BY THE Cl TY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY
THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SI TE AT ALL TIMES OUR/NG CONSTRUCTION.
/2. WHERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A SOILS REPORT COMPRISED
OF.· /A/ SUMl1ARY SHEET, /BJ LABORATORY WORK SHEETS ANO /CJ COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CAL /FORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL IEO SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEER/NG
INSPECTOR WI THIN lllO WORKING DAYS OF THE COMPLETION OF F/ELO TESTS.
/3. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOM',/ENOATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BU/LO/NG PERM/ T. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
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 ANO THE
" EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST7GATION. DAILY FIELD COMPACT70N REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING 5HALL BE HF/0 AT THE SITE PRIOR TO THE
BEGINNING OF m;>RK AND 5HAII BF ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION INSPECTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK /760 438-3891/ AT LEAST FIVE 15/ WJRKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INS?ECTION REQUESTS OTHER THAN FOR PRECQNSTRUCTIQN MEETING WIJ I BE
M'IOE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
/7601 438-3891 INSPECTION REQUESTS Ml/ST BE RECEIVED PRIOR TO 2,00 P.M
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK OAY UNLESS YOU REQUEST OTHERWISE. REQUESTS M'IOE AFTER
2,00 PM. WILL BE SCHEDULED FOR nw FULL WORK DAYS LATER.
16. THE OWNER ANO/OR APPL /CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LA/+5 ANO REGULATIONS.
I 7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG
A DETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE M'IOE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABL /SHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERM! T MUST BE SUBMI TTEO 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. SUBMIT APPLICATION FOR BLASTING
PERM/ T WELL IN ADVANCE OF THE SCHEOUL ING OF BLASTING OPERATIONS.
I 9. IF ANY ARCHAEOLOGICAL RESOURCES ARE O I SCOVEREO WI TH IN ANY WJRK AREA
OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE /M,fEO/ATELY, ANO THE
PERM/ TTEE WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUO/NG
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7,00 A.M. ANO
SUNSET EACH DAY, MONDAY lhrouqh FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY
HOL !OAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./
2/. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
Ci TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WI THIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONO/NG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TR/WED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT ANO
OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
OPUS POINT POR. LOT 10 & LOT
PRECISE GRADING
11
& EROSION CONTROL PLANS
P.I.P. 06-1B
27. ALL SLOPES SHALL BE IRRIGATED, STAB IL IZEO, PLANTED ANO/OR HYOROSEEOEO
WITHIN TEN /10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
8 Y THE CI TY OF CARL SBAO LANO SCAPE MANUAL , THE LANOSCAP I NG PLANS FOR
THIS PROJECT, DRAWING NO. , ANO/OR AS 0/RECTEO BY THE Cl TY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WI TH THAT SHOWN ON BOTH THE LANDSCAPE
ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO /5" PVC MAY BE
UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WI TH 3/4"
ROCK PER SORSO S-4 TYPE ·c· ANO PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOL IO WALL PI PE.
3/. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WI THIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER ANO/OR THE GEOTECHNICAL ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
/ABOVE GROUND ANO UNDER GROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WI TH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT
LEAST 2 FULL WORKING OAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGBE
/800/422-4/33
/800/660-1343
/800/892-0/23
I 760/438-774I
( 760/434-2980
I 760/438-2122
PACIFIC BELL
TIME WARNER CABLE
CITY OF CARLSBAD /STREETS 8 STORM DRAIN/
CITY OF CARLSBAD /SEWER.WATER 8 RECLAIMED WATER/
34. PERM/ T COMPLIANCE REQUIREMENTS,
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE m!RK IN PROGRESS {/5. /6. 120 A. 8}
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERM{ T-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15. /6.120 A. 10} CARLSBAD MUNICIPAL CODE.-
/II FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRAD I NG IS COMPLETE. ALL EROS I ON CONTROL, SL OPE PLANT! NG
ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WI TH Cl TY
CODE ANO THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM Cl TY ENGINEERING DEPARTMENT/.
/2/ AS-BUILT GRADING PLAN.
/3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOM,tENDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE OVALi TY OF THE SOIL, ANO SUMl1ARIES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO
RECOM,tENOATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
/4/ REPORT WI TH AS-BUILT GEOLOGIC PLAN, IF REOUIREO BY THE
Cl TY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE(!/
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORTS Tl Tl[O UPDATE GEO TECHNICAL INVESTIGATION, CARLSBAD RACEWAY
BUSINESS PARK, CT. 98-/0, CARLSBAD, CA. DATED AUGUST 11, 2004, ANO UPDATE
GEOTECHNICAL REPORT, OPUS POINT AT THE RACEWAY, LOTS 5 THROUGH II /INCLUSIV[/
ANO LOTS 16 THROUGH THROUGH 25 (INCLUSIVE/ OAT[O NOVEMBER 10, 2005, PREPARED
BY GEOCON, INCORPORATED ANO UPDATE LETTER OAT[O JANUARY /0, 2006 BY MTGL, INC.
SHALL BE CONSIOEREO AS PART OF THIS GRADING PLAN.
ENGINEERS NOTES
I. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OEAOL/NE DATE OF THE
IMPROVEMENT AGREEMENT.
2 THE EXISTENCE ANO LOCAllON OF Ulll/TY STRUCTIJRES ANO FAC/l/llES SHOWN
ON THE CONSTRUCllON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A TTEN 170N IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER
UllLITY FAC/l/llES OR STRUCTIJRES NOT SHOWN OR IN A LOCA 170N DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS RcOUIREO TO TAKE OU£
PRECAUllONARY MEASURES TO PROTECT THE Ulll/llES SHOWN ON THE PLANS ANO
ANY OTHcR cX/STING FAC/LllleS OR STRUCT/JReS NOT SHOWN,
J THE CONTRACTOR SHALL VERIFY THE LOCA 170N OF ALL EXISTING FACll/llES
(ABOVEGROUND ANO UNDERGROUND) !lfTHIN Tl-le PROJECT SITE sumCIENTl y
AHEAD OF THE CONSTRUCllON TO PERMIT THE RE.VISIONS OF THE CONSTRUCllON
PLANS IF IT IS FOUND THAT THE ACT/JAL LOCAllONS ARE IN CONFLICT IHTH
THE PROPOSED WORK.
4. ALL H.O.P£ STORM DRAIN TO BE INSTALLED PeR HANCOR BACKFILL RECOMMeNOA TIONS
FOR HJ-0 PIP£
PROJECT LOCATION
THIS PROJECT IS LOCA TEO !lfTHIN ASSESSORS PARCcL NO. 221-881-04, 05
THE CAL/FORNIA COORDINATE INDEX OF THIS PROJECT IS N 1992 £ 6258.
SOURCE Of TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PI..ANS WAS GENERA TEO BY AERIAL TOPOGRAPHIC
SURVEY BY SAN-LO AERIAL SURVEYS ON JULY 8, 1991 EX/STING MASS GRADING
SHOWN PER APPROVED CITY OF CARLSBAD OWG. NO. 409-IA.
LEGAL DESCRIPTION
PORllON OF LOT 10 & LOT II OF CARI.SBAO TRACT NO. 98-10, CARLSBAD RACcWA Y,
IN THe CITY IY CARLSBAD, CO/JNTY OF SAN DIEGO, STATE OF CAL/FORNIA,
ACCORDING TO MAP THEREIY NO. 150/J, F/LeD IN THE OFFICE OF THE COUNTY
ReCORDER OF SAN DIEGO CO/JNTY, MAY J, 2005 AS FILE No. 2005-0311022 OF
OFFICIAL RECORDS.
REFERENCES
CD HYDRO/.OGY ANO HYDRAUL/CS BY ODAY CONSULTANTS, INC.
DA TEO JJL Y, 2006.
(D STOR/IWATER MANAGEMENT PLAN BY ODAY CONSULTANTS, INC.,
DA TEO SEPTEMBER, 2006.
Q) STORIIWATER PO/.LUllON PREVENllON PLAN BY ODAY CONSULTANTS, INC.
DA TEO NOVEMBER, 2006.
(D GEOTECHNICAL REPORT BY GEOCON, INC.
DA TEO NOVEMBER 2005.
REFERENCE PLANS
CITY OF CARLSBAD DRAWING NO.s 409-f. 409-IA
CITY or OCEANSIDE
HIGHWAi<
PACIFIC
OCEAN
CITY Of ENCINITAS
VICINITY MAP
NO SCALE:
EARTHWORK QUANTITIES
CUT.-__ 2~0,_2,_00_C/J._._YD~S.
FILL: I, 600 CU. YDS.
EXPORT.· 18,600 CU. YDS.
REMEDIAL: -0-
:
NOTES.· I. THESE 0/JANllTIES ARE FOR BONO/NG PURPOSES ONLY.
ANO ASSUME NO SHRJNKAGr:. CONTRACTOR TO VERIFY TO
HIS SA llSFACllON.
SITE
2 CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL FRO/I CITY
FOR HAUL ROUTES PRIOR TO HAUL/NG DIRT OR CONSTRUCllON
MA TERI AL S TO OR FROM THE SI TE.
BENCHMARK:
SOILS ENGINEER'S CERTIFICATE
1,=-=:c~l,l_>.~f10 t, • \11.U~~ A REIJISTERED CIVIL ENGINEER IN
THE STATE OF CAL/FORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL McCHAN!CS, HEREBY CcRllFY THAT A SAMPUNG ANO STUOY OF THE
SOI{ CONO!llONS PREVA{ENT !lfTHIN THIS SITE WAS MADE BY GEOCON
INCORPORA TEO BETWEEN THE DA TES OF FEBRUARY 2005 ANO NOVEMBER 2005.
I HA VE REVIEHEO THE SOILS REPORT ANO AGREE /lfTH THE CONaUSIONS ANO
RECOMMENDAllONS PER MY LETTER OATEO JANUARY 10, 2006. Tiff) COPIES OF
THE SOILS REPORT COMP/LEO FROM THIS STUDY, llfTH RECOMMENDATIONS, ANO ~ MY_L ..... _:4S BEEN SUBMITTED TO THE tN/CE t_.THe CIIY f:!6!NW1,_ '-
i' <:~ SIGNED: \-•• -(J -~ -
. 'ti/\ R.C£ NO.· r;,z.\"7 ;. ,,-, . '. ··-----'--'-==..,_ ______ _
,.:, 5711' ~; \,\''? ,11;/r;t Jr! DAT£·
~,. i, ft,}-~~~~/ l/CENSE EXPIRATION DATE:
'-'-:.__, r \ ,.V!,1//
~"'--.·:::.. ,._;a .J
DECLARATION Of RESPONSIBLE CHARGE
I HEREBY OEaARE THAT I All THE ENGINEER OF f'tVRK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN ON Tl-le PROJECT AS OEFINeO IN SECllON 6103 OF THE BUSINESS
ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT IHTH
CURRENT STANOAROS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO
SPEC/F/CAllONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT OeSIGN.
0 VA Y CONSUL TAN TS, INC.
2110 LOKER AITTv'UE llf"ST, SUITE 100
CARLSBAD, CAL/FORN/A 92010
(160) 93I~ ~ id/
TIMOTHY o.cARROl[, JR.
R. C.£ NO. 55381 eXP. 12/31/08
OWNER'S CERTIFICATE
I (WE) HERcBY CERTIFY THAT A REGISTERED SOILS ENG/NccR OR GEOLOGIST
HAS BEEN OR Will BE RETAINED TO SUPE/iV/SE OVER-ALL G/iJW!NG ACllVITY
ANO AO~";!J'E COMPACTION ANO ST.4BIL/TY OF THIS SITE..
/--,.>---w.J
PAUL MARSHALL, OMSIONAL PRESIDENT OAT£
OWN£R/OEV£LOP£R '
OPUS HEST CORP.
4350 LA JOI.LA VILLAGE OR/VE, SUITE 110
SAN DIEGO, CA 92121
PHONE.· (858) 546-4100
DEVELOPER
OPUS HEST CORP.
4350 LA JOL(A VILLAGE OR/VE, SUITE 110
SAN DIEGO, CA 92121
PHONE· (858) 546-4100
CIVIL £NG. '/NEERL!.ANO SURVEYOR ' .
TS, INC
VE WEST, SU/IE 100
ODAY CONSUL TAN
2110 LOKER A VEM
CARLSBAD, CA. 92
(160) 931-1100
010
,,, , . ·rr
'
A 5-EJ/Jtlr
c)fESS I
C~/~~T
DESIGNED BY: H.R. DATE: DEC. 2006
,-..; 1,
&) --. 2 <:> fT\ w ,,, °' NO. 55381 "> * EXP. 12/31/00 *
J'°'11: CIVIi. '&-*'<-
(" OF CA\..l~<:J
s
2710 Loker Avenue West Civil Engineering
Suite 100 Planning
Carlsbad, California 92010 Processing
760-931-7700 Surveying
fax: 760-931-8680
www.odayconsultonts.com
DRAWN BY: T.G. G.M. SCALE: AS SHO\\W
PROJECT MGR.· T.O.C. JOB NO.: 05-1130
ENGINEER or WORK:
~(")__J/ DATE: y/ 2tb7
TIMOll-lY 0. CARROLL, JR. RCE: 55381
DESCRIPTION: STANDARD STR[[T SURVEY MONUMENT
LOCATION: APPROX 1400 FeET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERllCAL CONTROL DATA
R-1800 308+16
ELEVATION: 29125 M.S.L. OAnJl.4: NGVO 1929
DATE INITIAL
ENGINEER or WORK
l:\051130\05JOSC01.dwg Mor 29, 2007 8:55am
Xrefs: 0530\'ie; OS30AN; 0530SG
REVISION DESCRIPTION
WORK Ti 8£ DON£
THE GRADING 'RK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO F/IIS, REMEDIAL GRADING,
DRAINAGE FAC 17£5, EROSION CONTROi. FAC/LlllES, ANO PI..ANllNG OF PERMANENT LANDSCAPING ANO
PREPARATIONiAS-BUILT GRADING PLANS, AS-BUILT GEO/.OGJC MAPS ANO REPORTS, ALL AS SHOWN OR
RB}l)/REO ON rs SET OF PLANS ANO THE CITY STANOAROS, SPECIF/CA llONS, RE(){J/REMENTS, RESO/.UllONS
ANO ORO/NAN S Cl TEO ON THESE PLANS.
THE GRADING 'K SHAU BE PERFORMED IN ACCORDANCE 1/fTH THE FOi.LOWiNG DOCUMENTS, WRRENT AT
THE TIME OF APPROVAL OR AS DIRECTED BY THE CITY ENGINEER.·
' I. CARLSBAD flUNICIPAL COO£
2 STANDARD$ FOR DESIGN & CONSTRUCllON OF PUBLIC f'tVRKS IMPROVEMENTS IN THE CITY OF CARLSBAD.
J THIS SET OF PI..ANS.
4. RESOLUllON NOs. 5024 THRO/JGH 5030 DATED OCTOBER 11, 2001 ANO PIP No. 06-18 OAIEO NOVEMBER 16, 2006.
5. THE STANOARO SPECIF/CATIONS FOR PUBI.JC IKJRKS CONSTRIJCllON (GREEN BOOK).
6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED. DATED NOVEMBER 2005 ANO UPDATES
1 THE SAN 0/EGO REGIONAL STANDARD ORA IHNGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS OA/EO OCTOBER 11, 2001, RES. NO 5031
9. STORMWATER PO/.LUTION PREVENllON PI..AN (SIIPPP) BY ODAY CONSULTANTS DATED NOVEMBER 2006.
W!O NO. 9J1C345889.
10. STORMWATER MANAGEMENT PIAN (SWMP) PRcPAREO BY 0Zl4Y CONSULTANTS OATEO NOVEMBER, 2006.
II. THE CALIF&NIA STORM WATER (){JAL/TY ASSOC/AllON (CAS(){JA}. STORM WA/ER BEST MANAGEMENT PRACllCE,
CONSTRIJCllON HANDBOOK ANO STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRIJCTION 9TE BEST
MANAGEMDvT PRACllCES (BMP) MANUAL.
LEGEND
DESCRIPTION
NOTE: OIJANTITIES ARE FOR BONO/NG PURPOSES ONLY. ACTUAi (//JANllllES MAY VARY.
STO. OWG. SYMBOL QUANTITY
(SORSO UNLESS NOTEO)
SUBDIVISION BCVNOARY.
LOT l/NE . . .••..•.••..••..•••••.•••.•
A.C. PAVEMENT •.••.•...•• JJETAIL S/fl Z .•••..
P.C.C. PAVEMENT ••••••••••• .DETAIL SHT. 2 ••••••
P.C.C. 6' CURB •••••••••••••••.• G-1 ••••••
P.C.C. 6' CURO & GUTTER. • • • • • • • • • .G-2. • ••••
REDWOOD HEAor:R. • ••••••••••••••••••••••
P.C.C. SWALE. • • • • • • • • • • • .DETAIL SHT. 2 ••••••
P.CC. PAllOS (SEE ARCHITECTURAL PIANS}. • ..••..•.•
A.G. BERM •••..••.•..••..•••••.••••••.•
EX/SllNG CONTOIJR .••.••••••.•••••••••••••
PROPOSED CONTOIJR ••.•••••..••..••••••..•
DA 'rl.lGHT LINE. • ••••.••••••••••••••••.••
CUT/ FILL l/NE. ..•••••••.•••••••.••••••
EX/SllNG SLOPES ••.••••••••••••.••••.•.•.
CUT OR F/LL SLOPE LINES. • ••••••••••••••••••
EX!SllNG SPOT ELEVATION. • •••.••••••••••••••
EX/SllNG FlOl/f.!NE ELEVAllON ••.••..•••.••..••.
FlOl/f.lNE ELEVA llON. • ••••••••••••••••••.••
TOP OF CURB ELEVA 170N •••.••••••••••••••••••
FINISH SURFACE llEVAllONS •••..••.••••••••••••
FINISH GRADE SPOT ELEVATIONS ••...•••••..••..••
-------
~
,.-·--···-····~--420-
----420-t--_._ -_,,_ -
-//_.£__//-
-----, -L, ----,. A =.,J, ~~~~-·~-~..£ \ .• , __
~ ~'.raix.
, fQePl__, ~
120.00 fl
120.00 re
~
420.0
6' HOPE STORM DRAIN. . . • • • • . . • • • • . . • • . . • • . . ----W---
8' HOPE STORM DRAIN. • • . . . • • • • • • . • • • . • • . . • • ---5{}--
12" HOPE STORM DRAIN. • • . • . . • • • • . • • • • . • • • . ----W--
15• HOPe STORM DRAIN. . . • • . • • • • • • • • • • • • • • • ---5{}--
/8" HOPE STORM DRAIN.
24' HOPE STORM DRAIN.
TYPE 'EJ' WRB INLET W/INSERT'. ••••••• .0-2. . ••.•
!8"x 18" CATCH BASIN •••••••••••••••••••••••
18"x 18" CATCH BASJN INl,E[ W/TRAfflC. GR~TE.&. INSERT' •••
18'x 18" aEANOIJT •. : : : _" ." _-_-." ." _" _-." _-_-_' •••.•••
JO'x 30• aeANOIJT. • ••••••••.•••••••••.•• --.. · 36 x 36 CA TClf BASIN INLET. . ••• · ••.••••••••••
J6'x 36' aEANOIJT. • •..•••••.••..••••..••
48"x 48'CATCHBASININLET ••••••••••••••••••
RIP-RAP SPLASH PAO •.••••.. .DETAIL SHT. 2 ••.•••
BROW DITCH. . . • • • . • • . . • • .0-15, TYPE '8'•! ....
VEGETA TEO SWALc. .••..••..••.....•.•..••
HEADWALL •. , • . . • • . . • • . . • • . . .0-JO. . ••..
RETAINING WALL (SEPARATE PERMIT REOIJIRED) ••..••..•
---5{}--
--5{}--
@1:::::7
181
181
□
@.)
181
@.)
181
4'
~~~
19,600 SF
2,335 SF
J, 100 LF
460 LF
255 LF
645 LF
J,080 SF
255 LF
42 LF
435 LF
80 LF
10 LF
305 LF
110 LF
I EA
2 EA
3 EA
3 EA
I EA
I EA
I EA
l EA
l EA
350 LF
685 LF
I EA
1,050 SF
'CATCH BASIN INSERTS SHAii BE GRATE INLET Sl(/MMER BOX MTH Oil 800/I BY SVNTREE IECHNO/.OC/ES OR APPROVED EOIJAL.
"AS MOO/F/£0 BY CITY OF CARLSBAD STANDARDS
CONSTRUCTION PRIORITY: HIGH
P~~DEPARTMENT APPROVAL "AS BUILT" ,
. -C)d_ ~1ft:. DATE:S°/Z/ /07 . ft -(SIGNED) -...........
DON NEU, PLANNING DIRECTOR RCE 51,~B/ EXP. L2f3.1lo DATE
~~<?<•1
l
DATE:S /zt /o'! RE,WED BY: /J / GNED)
' ,.. 1::>AM. Ll~'=.W t.r-,,1/Ji.i 1 r_ ~&,· I C
REC0!,!MENDED BY: ' ~-, I •, JI j ..
(PRINT NAME) l~SPECTOR • DATE
I SH,ET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
PRECISE GRAO/N() ANO EROS/CW IXWTROL PlANS FIR:
OP/JS POINT
POR. LOT 10 ct LOT I I
·-
APPROVED () j . .JI s/ziL07 DAVID A. HAUSER
PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER 'DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ P.I.P. 06-18 449-2A OTHER APPROVAL CITY APPROVAL RVWO BY:
405
400
[HQ]
I
2
J
---•·· --------····· -···-----····· -----------· .......... -.. .......... , .... ·····•-· ... . -----· -----
······-__ ..,._
........ -_~= ........ -----=~r
'~' -c.
I ---........
PROFILE -E'f. Y CURB
SCALE: HOR/Z. ~ I • = 20'
VERT. ~ 1• = 4'
415
410
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY
BIO FllTRA TION TC-30 VEGETATED PVT • 3~4 AS NEEDED
SWALE
FLOW THROUGH TC-52 ORA/N PVT • 3~4 PER
SEPARATOR INSERT MANUFACTURER
STORM DRAIN S0-13 STORM PVT • 3 ~ 4 AS NEEOEO
INLET STENCILING ORAIN SIGNAGE
• PER AGREEMENT APPROVEO BY TH£ CITY PR-01-__
EASEMENTS OF RECORD
EASEMENTS PER TITZE INSURANCE POLICY BY
CHICAGO TITZE INSURANCE COMPANY
No. 603010423-U/3 &-603010424-U/3 OATEO AUGUST 9, 2006
PURPOSE OWNER
PR/VA TE ORA/NACE /OT 10
SIGHT 0/STANCE CORRIDOR Cl TY Of CARLSBAD
·ACCESS RIGHT RELINQUISHED CITY Of CARLSBAD
DOCUMENT REC. DATE
MAP No. 150/J 05-0J-2005
MAP No. 150/J 05-0J-2005
MAP No. 150/J 05-03-2005
271 O Loker Avenue West
Suite 100
Corlsbod, California 92010
760-931-7700
Fax: 760-931-8680
www.odayconsultonts.com
DISPOSITION
QUITCLAIM & REPLACE
REMAIN
REMAIN
Civil Engineering
Planning
Processing
Surveying
.,.,-fTel'rm~ 1.-il
~
ct\. c\J ~ ? ~\ .,,o
I,
'
2'
MAP No, 14881
KEY AIAP
SCALE: 1" = 100'
I' 7 CURB
.,-1~--
FINISH SVRFACE
DETAIL -CURB OPENING
NOT TO SCALE
• 3• I
550-C-3250 CONCRETE __....
DETAIL "" P.C.C. SWALE
NOT TO SCALE
"AS-BUILT " DESIGNED BY: H.R. DATE: DEC. 2006
DRAWN BY: T.G. G.M. SCALE: AS SHOWN ~ c~
PROJECT MGR.· T.0.C. JOB NO.: 05-1130 / /
1----------------l P.E. 55.?;g_/ EXP,__JJJ /~1//U DATE
ENGINEER OF WORK:
:;:--C; DATE: 'i't?/47
TIMOTHY 0. CARROLL, JR. RCE: 55381
o· 25' 100·
50
SCALE: 1" = 100'
\
\
\
SHEET INDEX
SHEET NO. DESCRIPTION
I NOTES & VICINITY MAP
2 KEY M4P, TYPICAL SECTIONS, &-DETAILS
J-4 GRADING PLAN
5 EROSION CONTROL NOTES
6 EROSION CONTROL PLAN
TOP Of SPILLWAY CURB
6'
FLOW LIN£
CONCRETE SPILL WA Y
NOT TO SCALE
4' X 4' No.2
BACKING RIP-RAP,
T=I.O'
TO 8£ USEO WHERE SLOPE FROM CURB
OPENING TO fl OF SWALE >10%
ANO WHERE SHOWN
BENCHMARK:
EXIST
L/ONSHEAD
AVE
DESCRIPTION: STANDARD STREET SUR'IF:Y MONUMENT
LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
El CAMINO REAL
.
7
OATE
200'
J6.5'
_11'
MIN.
SECllON 11-A'
NOT TO SCALE
-,c_. AS 81/llT
IWff!AL
!O'
1.5' 6:5'
2
2' OVERHANG----1
(l'ITH /8' PARKING}
12'
26' (j_
-o. 5' (TYP.)
26'
EXIST. 6' P.C.C.
CURB & GUTTE,
R/W
\i~'/.-
i:I .. ,,
¾,-f'
EXIST. 4' P.C.C.
SIDEWALK
EXIST. A.C. PV/,fT. OVER AGGREGATE BASE
PER 0/IG. 409-1
EX!SllNG L/ONSHEAD A~
PUBLIC
PARKING
15'-18'
(TYP.)
NO SCALE
S££ om;. m-1
VARIES
55'-6/'
DRIVEWAY
24' TYP.
r
PARKING
15'-18'
(TYP.) 2' OVERHANG
(l'ITH /8' PARKING}
6" TYPE 'G-1' 7[--0.5' (TYP.)
CURB
""'----6•" TYPE 'G-1'
CURB
----PAVEMENT ANO BASE AS
RECOMMENDED BY SOILS ENGINEER.
TYPICAL PR/VA TE DRl~WA Y
PARKING
NOT TO SCALE
OR/VE A/st.£
_.1.----1" A.C. OVER
4' aASS 2 BASE
HEAVY TRAFFIC AID: 4• A.C. OVER 125" QASS 2 BASE
MODERATE IRAFflC AREA: 4• A.C. OVER 6.5' QASS 2 BAS£
'NOTE: flNAl PAVEMENT RECOMMENOATJON
SHALL BE SPECIFIED IN THE SOILS
REPORT BASED UPON SITE '/( VALUES:
TYPICAL PARKING SECllON
NOT TO SCALE
LOT 9
TYPE I RETAINING WALL PER SAN DIEGO
CHAPTER !CBO (CHAPTER POI.ICY 222} TO
8£ CONSTRUCTED UNDER SEPARATE PERMIT
VEGETATED
SWALE
MODIFIED SORSO 0-15
TlPE '!J'
ORA/NACE DITCH
OATE INITIAL OATE
6" CURB
SECllON '8-8'
NOT TO SCALE
INITIAL
NOTE!!
ElECTRONIC DATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL
OR VERllCAL SURVEY CONTROL
I SiET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
CRAOIN<l Pl.ANS FOR:
OPUS POINT
PON. LOT 10 &-LOT 11
APPROVED {!l,/,_#
PE 33081
DAVID A. HAUSER JT/1. ~-ff2-
EXP: 06-30-08 DEPUTY CITY ENGINEER DA E
DWN BY: PROJECT NO. DRAWING NO. RECORD FROM: NORTH COUNTY 'IF:RTTCAL CONTROL DATA
R-1800 J08+16
ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY: GvP P.I.P. 06-18 RVWD BY: c:,L-./ 449-2A ELEVATION: 291.25 M.S.L DATUM: NC',V 1929
l:\051130\05JOSG02,d~ Mar 29, 2007 11:23am
Xrefs: 97J5ASTR; 9735AUll; 9822JU'll; 0530SG; 0530RGRD; 0530RGRD1; D5JORMAP; 0530RUll; O~lU; 05JOSGRD; 05JOSGRD1; 0530SMAP; 05JOSU"ll;. D530SU1l1; 0530SPRO; 0530SQ.Y
,062807' ·
0\ \;
\
\(0
I -3
·~--------
411.1 TC
lf/10 FL
R£0WOOO H£AO£//
J' AC 8£Rl,I
\ ! '
\
fJ.76'~a• HOP£ (I 56.2.~==::L--_'lLJ.:!~
l/£C!PI/OCAL ACC£SS ;;;;_11r---t~f===i=::::::tt
P£R OOC. 200t!rOIZ4406
R£C. 0:J//0/2008
t -
,.
r'--~-';---'--'1:'ILJ;i -F----J :,_,·
PARCEL
ADJ 06-21
26. oo·~a· HOP£
8£6/N ST. ORA/N, PLV
-104.4/ Fl
A , L__-----t-~
' I '
I I
'-<l
-{ \
\
L ___
7,7 /-
\
\ f
-
\ --
I
I
~
~
PROPosfcr2~ ---
/RI/IC. S£RVIC£
S££ owe. 44g-2
~
• "'-+--71 1 f5' W/0£ STOR/,1 ORAIN £S!,IT.
P£// MAP No. 150/J TO 8£
OUITCLAIM£0 J' R£PLAC£0.
PARC£Vi'~
A vfi6-21 ::.
5.28 AC.
S. W.M.P. TABLE
0£SCRIPTION QUANTITY
V£C£TAT£0 SWAL£ lg5 IF
DRAIN INS£RT I £A
DRAIN INL£T ST£NC!UNC 4 £A
,~~~ft?., DESIGNED BY: H.R. DATE: DEC. 2006
DRAWN BY: T.G. G.M. SCALE: 1" = 201
PROJECT MGR.· T.0.C. JOB NO.: 05-1130
2710 Loker Avenue West Civil Engineering ENGINEER or WORK: Suite 100 Planning
Carlsbad, California 92010 Processing ~civ DATE: t,yqb] 760-931-7700 Surveying
Fax: 760-931-8680
www.odoyconsultonts.com TIMOlHY 0. CARROLL, JR. RCE: 55381
INTERIOR LUNCH ARtA 525 Sf.
BUILDING 11
SLOPED FLOOR
SEE SHEET No. 4
,, AS-BUILT ,,
~Cr/ W,!t!tJ?
,a/.~1 J,.) I
P.E.5S3~1 EXP. DATE I
Rt:.i Ba. ~ 3./11 Iott
li:iSPECTOR • DATE
\ \ \
\
\ ------------,--t--
' I
I
I
j~s•~~ < f'VC@ /. 77% =
·;1 .. --iiis.-9------·::_:1i-
1-/i1-P -----_E.. -------..
46 I
40'
\'!;.;:. ar":1•···n··· ~~~~~~~¥~~~f;J"•·
:1I~it-'--
. -------
'
p;
\ I \
BENCHMARK:
DESCRIPTION: STANDARD STREET SU/fVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA
R-1800 308+76
ELEVATION: 291.25 M.S.L. DAlllM: NGVD 1929
.... ~., ~-"
'(t,
.0 --------; ' ~
;.,;-·" · ,. ti•;t!t1r
·.·:····· ~:.·. y ,~!'.,, . ·l,l' . ,i.·
(1.»; -. ij<?,~;Y
,.· ... •·~:j.
l~1i•: ~~ .....
'_ fl f ~,·~t
fLfC.
.
--•--.. ,~------~--
---lV1 LIS----------
----~---~ ------... ------···--~ --~ .... DJ £;:____ -------------.~ ....
.. ----------·, ·-,....-
··,-:i~:--.. -------. 1;-.,-i .... ----·-... ,_.) _,...,.,.--) ..._ ________ ,.,. ....
" ,~
~-/ --------·-·,_ '· ,--·;:r< ····--·-~--------------------
NOTE!!
RECTRONIC DATA RLES AR£ FOR REFERENCE
ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL
OR 'rf.l?llCAL SURVEY CONTRa
~j ,r__ A5-81lllT I SHJT I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
G1?AOING Pt.ANS FOR:
OPIJS POINT
POR. LOT 10 &-LOT 11
APPROVED f)J ;(I{._ I
~--DAVID A. HAUSER 5,_t.*o-,
PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER 1 DAE
DWN BY: PROJECT NO. DRAWING NO. DATE INITlAL DATE INITIAL DATE INITIAL CHKD BY: GVP P.I.P. 06-18 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~ 449-2A
l:\051130\0530SG03.0\l!G I.lo, 29, 2007 11:23an
Xrefs: 9735AGRD; 9735ASlR; 973!1AUTI..; 0S30SG; 0SJOOGRD; 05JOOGRDI; 0530RMAP; 0SJORUTl; 0S30RUTLI; 0530SGRO; 05JOSGR01; 0SJOSMAP; 0S30SUTL; 0S30SU1l1; 0530STP
T£MPORARY SLOP£ --fTip:::::;~~
(IF PIP 06-17 NOT
CONSTR/JCT£0
CONCURR£NTlY}
OFFSIT~ IMPROV£1,f£N!,.!,rt=:=7""f-+1J;jkfi3>1'f;;cJt
26.oo·~a· HOP£ ., 2,1.&:11--jFJ==~,.l-l!tf
8£GIN ST. ORAIN. PLUG
,t05.02 Fl
BCGIN ST. ORAIN, PLUG
I00.5J Fl
15' W/0£ PRIVATC l----sromr ORAiN £ASEMENT
PER OOC. 2006-0124405
RCC. 03/10/2008
' I
I/ 1.1.v r (, I
I:::
PARf '8 1 ~
,t/Jj 06-21
5.28 AC.
15' WIO£ STORM DRAIN £ASCMENT
PER MAP No. 150 I J TO 8£ VACA !CO
15' 70C PVT.
ORA 'AGC ES/IT. & ACCI: 5 S ES MT.
PCR OOC. 2006 -0124408
NCC. 03/10/2008
/i.
I
I
S££ SH££T No. 3
BUILDING 11
SLOPED FLOOR
RCCIPROCAL ACCCSS CS/IT.
PCR 00Cl008-0IZ__4408
REC. 0:J/I0/2008
_;\\/ _____ \......._, -
S.W.M.P. TABLE
0£SCRIPT!ON QUANTITY
VCGETATEO SWALE 190 lF
DRAIN INSERT
ORAIN INLET STCNCll/NG
271 0 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
www.odoyconsultonts.com
Civil Engineering
Planning
Pr0<:essing
Surveying
,I £A
,, £A
DESIGNED BY: H.R. ~~--
DRAWN BY: T.G. G.M.
PROJECT MGR.· T.0.C.
ENGINEER Of WORK:
TIMOTHY 0. CARROLL, JR.
DATE: DEC. 2006
SCALE: 1" = 20'
JOB NO.: 05-1130
RCE: 55381
,, AS-BUILT
~C✓
P.E.S.S-36( EXP tafz,,Ja . '
,,
?-htt/ct>
DATE
3/11/tJ.'1
olTE
RECIPROCAL ACCESS £SM!. -IP:-µ_
PER OOC. 200{)-0tl4408
REC. O:J/10/2008
ta·x ta· c.o.
4If:2J #HS TG
405.45 Fl IN
405. JS n our
,a·x ,a·
CATCH BASIN If/
INLET FILTER
,/tf.27 TG
406. 00 Fl OUT
I::::
I/ .J7 FS. '
N89'JJ',f5'£ /006.J9'
LOl 5
1WAP !Vo" i4B3i
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO R£AL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+76
I ,.,
. \
TC--
DATE INITIAL
ELEVATION: 29725 M.SL. DA nJM: NGVO 1929 CNGINEER OF WORK
A5-8Ull.T
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
;
ACCESS ES/IT.
PER OOC l:008-012440lJ
RCC. O3/l'C>/ZOOd
NOTE!!
20'
10° 40'
El.ECll?ONIC OATA RlES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL
OR VERllCAL SVRVEY CONTRa
I SH:,ET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
OPIJS POINT
POR. LOT 10 &-LOT 11
APPROVED OJ & j. _ 0AVID A. HAUSER r :___Zt 7
PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER ' DAE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY, C:tfjj
RVWD BY: P.I.P. 06-18 449-2A
1:\0511l0\05JOSG04.0WG Mor 29, 2007 2:16pm )(refs 9735AGRO; 9735ASTR; 97J5AU1l. 05JOSG; 05JORGRD; 05JORGRD1; 05JORMAP; 0530Run.; 05J0RU1l1; 0530SGRD; 0530SGR01; 0530SMAP; 0530SUTI.; 0530SUll1; 9822EMAP
. 062807
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RALPH MILLER AT (949) 622-0950.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO TH[ SATISFACTION OF TH[ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
8£ INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH[ FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
D.
[.
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOS[ BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS
OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d, e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOC ULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY 8£ ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs. PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICJENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING JS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
PUBLIC RJGHT-
OF -WAY
50'M/N.
12' MIN.
PRORLE FILTER FABRIC
2" MINUS ROCK
EXISTING GROUND
___L
30'M/N.
T
STEEL SHAKER
PLATES/RUMBLE
RACKS
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF -
WAY
20'MIN
RADIUS
PUB C RIGHT-OF -WAY
FENCE/BARRIER TO
RESTRICT TRAFFIC TO
THE CONSTRUCTION
ENTRANCE
STABILIZED CONSTRUCTION ENTRANCE
PER CALIF. STORMWATER BMP DWG TC-1
1. SU POSTS AND [XCAVAT[ A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE W/Rt FTNC!NG TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL ANO COMPACT THE
EXCAVATED SOIL
SILT FENCE
DESIGNED BY: H.R.
DRAWN BY: T.G. G.M. c~/~f!:l, PROJECT MGR.· T.O.C.
s
2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning
Carlsbad, Californi1J 92010 Processing VC-4/ 760-9J 1-7700 Surveying
Fax: 760-9J1-8680
www.odoyconsultants.com TIMOTHY 0. CARROLL, JR.
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
9 IN (23 CM)
t
EARTHEN RIDGE
UNLINED SWALE & BERM
DATE: DEC. 2006
SCALE: AS SHO~
JOB NO.: 05-1130
DATE:t,</~~
RCE: 55381
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.L. DATUM: NGVD 1929
.......__
VERTICAL SPACING
VARIES BETWEEN
8' TO 70'
.......__
t,
t, t,
FIBER 't, , ~,:J._
ROI.LS ~ 4 t,
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.......__ "
FIBER ROLL
4' MIN.
,,,.
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NOT£' INSTALL FIBER
ROLL Al ONG A LEVEL
CONTOUR
SEE DETAIL ABOVE
FIBER ROLL
,, /2,t.;,'n; I ?'t: -,45-81/ILT .
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
I: \051130\0SJOSGOS.DWG Mar 29, 2007 2: 18pm
Xrefs: 0530SG
DATE
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 1 EA.
UNLINED SWALE ➔ ➔
LIMITS OF CLEARING & GRADING
SILT FENCE 330 LF ----<0>-----<0-
FIBER ROLL 1,400 LF
GRAVEL BAGS 1.000 EA.
GRAVEL BAG CHECK DAM
HYDROSEED
INITIAL DATE INITIAL
4,750 SF
'' AS-BUILT ''
~C-/
P.f. ~~1 £xpJrf.=3,Jo DATE
INSP[CTOR
NOTE!!
£L£CTRCWIC DATA RlES ARE FOR REFERENCE
ONl Y AND ARE NOT TO 8E USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROl
I SHSET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
EROSION CONTROl PL4NS FOR:
OPUS POINT
PON. LOT 10 c:t LOT 11
APPROVED v~ QJ,i6J7 .. DAVID A. HAUSER
PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DAfE
DWN BY: PROJECT NO, DRAWING NO.
OTHER APPROVAL CITY APPROVAL
CHKD BY:~
RVWD BY: P.I.P. 06-18 449-2A
. 062801
NOTE!/
ELECTRONIC OATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE (JSEIJ FOR
HORIZONTAL OR VERllCAL SIJRVEY CONTROL.
2710 Loker Avenue West
Suite 100
Coflsbod, Colifornio 92010
760-931-7700
Fox: 760-931-8680
www.odayconsultants.com
Civil Engineering
Plonning
Processing
Surveying
\
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1:
IZI
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DESIGNED BY: ~H=.R~·--
DRAWN BY; T.G., G,M,
PROJECT MGR,• T.O.C.
ENGINEER OF WORK:
TIMOTHY 0. CARROLL. JR.
I
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DATE: DEC. 2006
SCALE: 1 • = 40'
JOB NO.: 05-1130
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DATE:'@/47
RCE: 55381
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"AS-BUILT
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P.E.5.$.,3(l/ EXP. 12./3~,fD
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,, BENCHMARK:
;,./4icf DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
DATE AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
3/,,/oq RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+16
' DATE ELEVATION: 291.25 M.SL. DA TUM: NGVD 1929
..
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47
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o· 10· 40•
5 20 80'
SCALE: 1" = 40'
1----+--,-r;,-+-A.-s-_B_u_1LT---------t---t----+---+---1 J sH6EET I CITY OF CARLSBAD I sH6EETs I
ENGINEERING DEPARTMENT ::=='--=========::::::'.':::=~
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
EROSION CONTRa Pt.ANS FOR:
OPUS POINT
POR. LOT 10 &-LOT 11
~ .,__ OAVIO A. HAUSER S. • "f APPROVED /J / ~ *
PE 33081 EXP: 06-3~8 DEPUTY CITY ENGINEER DA E
OWN BY:~-=-
CHKO BY: t'.i~~ RVWO BY: L~--;;z_
PROJECT NO.
P.I.P. 06-18
DRAWING NO.
449-2A
t\051130\0530SGM.dwg Mor 29, 2007 11:26am
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