HomeMy WebLinkAboutCT 00-20; FOX MILLER PROPERTY; UPDATE GEOTECHNICAL INVESTIGATION; 2004-04-22 (2)GRADING NOTES
(iN ADDITION TO THE REOUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RWEVE . THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPT.L Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF -WA Y PERMIT FROM THE CITY. ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WA 1. PRIOR TO PERMIT ISSUANCE, A
CERTIFICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRiTING THE POLICY MUST HA VE A RA TlNG OF "A" AND A SIZE
CA TEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TlNG GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5· OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED 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 OWNER'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
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIA TE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONOITIONS
. , .• BY THE ENGINEER-OF-WORK. PRIOR TO FINAL .ACCEPTANCE OF-THE -WORK-BY THE orr '
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE A T ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS,A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORA TORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE 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 AND COMPLIANCE VERIFICA TlON REGARDING
ADHERENCE TO RECOMMENDA TlONS OUTLINED IN THE SOILS REPORT IS REOUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER' OF THE
STA TE OF CALIFORNIA PRINCIPALL Y 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 SPEOFICATIONS " ATTACHED TO THE PRWMINARY SOILS
INVESTIGA TlON. DAIL Y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR ..
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHAll Bf ATTENDW BY All REPRESENTATIVES
RESPONSIBLE. fOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760-602-2780) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTlON_ APPROVED DRAWINGS MUST BE
A VAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR A T THE MEETING.
15. ALL INSPECTION REOUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WI'LBE
MADF BY CAl liNG THE ENGINEERING 24-HOliR INSPECTION RFOtJFST liNE·· AT
(760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DA Y UNLESS YOU REQUEST OTHERWISE. REOUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA YS LA TER. .
1.6 THE OWNER AND/OR APPLICANT THROUGH THE' DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN. ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS ..
17. THE CONTRACTOR SHALL CONfORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR' CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING. THE
EXCAVA TlON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA TlON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA TlON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGiSTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCA VA TlON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA TlON.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICA TlON FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA TlONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA TlONS WILL CEASE IMMEDIA TEL 1, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART'
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
20. ALL OPERA TlONS CONDUCTED ON THE SITE OR ADJACENT· THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DA Y, MONDA Y THRU FRIDA Y AND NO EARTHMOVING OR GRADING.
OPERA TlONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA YS. (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 TWO FULL WORKING DA YS PRIOR TO BEGINNING OF
WORK.
-, ...
CITY OF' OCEANSIDE
NOT TO
--H::H-SCALE
~""" CITY OF VISTA
...--=: SITE
PACIFIC
OCEAN
CITY OF ENCINITAS
VICINITY
GEOCON LEGEND
Qudf ........ UNDOCUMENTED FILL
Qpf.. .. " .. PREVIOUSLY PLACED FILL
Qa!.. ...... ALLUVIUM (Dotted Where Buried)
KpJ .... ___ POINT LOMA FORMATION
MAP
r"..;; •• ~: ...... APPROX. LOCATION OF GEOLOGIC CONTACT
(Dotted Where Buried, Queried Where Uncertain)
B·1 ~ ... _ .... APPROX. LOCATION OF EXPLORATORY LARGE-DIAMETER
BORING
8-4 ""' 'V ........ APPROX. LOCATION OF PREVIOUS EXPLORATORY
LARGE·DIAMETER BORING (1989)
T-14....., ........ APPROX. LOCATION OF EXPLORATORY BACKHOE TRENCH
TP-91'--... .
·""-l ........ APPROX. LOCATION OF PREVIOUS EXPLORATORY BACKHOE TRENCH (1989)
T.2"""" ........ APPROX. LOCATION OF PREVIOUS EXPLORATORY BACKHOE TRENCH (2000)
..l... ........ STRIKE AND DIP BEDDING
".-"' ED .~ ...... HORIZONTAL BEDDING--
o 50 o t ........ STRIKE AND DIP OF FAULT (Inactive)
~ ........ STRIKE AND DIP JOINT
,,,-L ....... .sTRIKE AND DIP BEDDING PLANE SHEAR (BPS)
ALI __ -,~' ....... APPROX, LOCATION OF GEOLOGIC CROSS·SECTION
........ APPROX. LIMITS OF PROPOSED NEW STABILITY FILL
SOILS ENGINEER'S CERTIFICATE
I, , A REGISTERED CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THA T A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTiON BETWEEN THE DATES OF
==~--;:c;o--=o--=' 19 __ AND ,19 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDA TlONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
SIGNED: _____________ _
P.E. NO.: __ --,--__________ _
DATE:_--,--_____________ _
GRADING PLANS FOR:
CARLSBAD TRACT 00-20
MAP # 14060
CT # 96-02
LOT 5
OPEN SPACE
PM # 17830
I
SHEET INDEX
1 TITLE SHEET
2 DETAILS, SECTIONS
3 GRADING PLANS FOR LOT 2
4 GRADING PLA/:Is FOR LOT 3
5 GRADING PLANS FOR LOT 4
6 GRADING PLANS FOR LOT 1
1 EROSION CONTROL DETAILS
8 EROSION CONTROL PLANS
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OWNER / DEVELOPER ~ ;
i '
DEAN MILLER
GORDON B. FOX
MISS/ON BEACH LLe
61 CAPE ANDOVER
NEWPORT BEACH, CA 92600
200
PM # 17830
KEY MAP
SCALE 1" = 200'
o 200
LEGAL DESCRIPTION
.'-, '; .
400
THAT PORTION OF LOT ''F'' OF RANCHO AGUA HEDIONDA, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. NOVEMBER
16, 1896, DESCRIBED IN A GRANT DEED RECORDED 8-13-92,
AS DOC. NO. 1992-0512626, OF OFFICIAL RECORDS.
REFERENCE DRAWINGS
IJESCRIPTION lJIYG, NO,
EL CAMINO REAL SO COUNTY RS-1800~ 1
EL CAMINO R[AL . 161-2
EL CAMINO REAL 212-8
EL CAMINO REAL 273-3
CMWD WATERLINES D-1057 -1073
CMWD WATERLINES D~ 1073 -1097
SALK, COLLEGE. EL CAMINO REAL 3523
CT 96-02 (EL CAMINO REAL) 361-6
PCLS 2, J PM 17830 367-4
EARTHWORK QUANTITIES
CUT: 501,000 CY
FILL: 507,000 CY
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MAP # 10330
PM,# 13114
PM # 16317
MAP # 10330
I MAP # 17230
MAP # 14461
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I MAP # 10330
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# 11810
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30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH' A MINIMUM
. D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4. TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE. .' . .
..
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED ,AS· A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED' WiTH CONCRETE· OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL' EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THA T THE ACTUAL LOCA TlONS ARE IN CONFLICT, .WlTH THE PROPOSED WORK. . -.,
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DA YS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA TlVE.
UNDERGROUND SERVICE ALERT . (800)422-4133
SDG&E ". (800)660-7343
SBC (800)892-0123·
ADELPHIA CABLE COMMUNICATIONS .' (760)438-7741
COX COMMUNICA TlONS . (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) . . . (760)434-2980
'CITY OF CARLSBAD(SEWER, WA TER & RECLAIMED WA TER) (760)438-2722
'AS APPROPRIA TE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO .GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(B)}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -.• THE FOLLOWING
REPORTS. MUST BE SUBMITTED TO THE CITY' ENGINEER YIA THE
PROJECT INSPECTOR (11.06.190(B)1 CARLSBAD. MUNICIPAL CODE:
(1) FINAL' REPORT BY SUPERVISING. GRADING ENGINEER STA TlNG ALL "
GRADING IS COMPLETE. ALL EROSIONCONTROL, SLOPE PLANTING
AND IRRIGA TlON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).i .
(2) AS-BUlL T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER>c WHICH INCLUDES
RECOMMEI'/DED SOiL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OFTHESOIL,-AND SUMMARIES OF
FIELD' AND LABORA TORY TESTS.·' THE _REPORT SHALL ALSO
INCLUDE A STA TEMENT . BY THE SOilS . ENGINEER THA T THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND'
RECOMMENDATIONS OUT.LINED IN THE' PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IFREQUIRED BY THE orr . .
35. UNLESS A GRADING PERMIT FOR THIS PROJECT" IS ISSUED .. WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MA Y BE REOUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK ,FEES WILL BE REQUIRED FOR
I
ANY SUCH RECHECK. '.' . '.. .' c -'. c.
36. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGA TlON, UPDATE FOX-MILLER PROP,ERTY
PREPARED BY AGRA-EARTH & ENVIRONMENTAL . . '; DA TED
-:-::--::-::-:-:--=-:-:-:----,J""U ..... L Y,----,,6,::-'::" 19 2009 SHALL BE CONSIDERED AS A PART· OF.. THIS -
GRADING PLAN. ALL GRADING SHALL BE DONE IN-ACCORDANCE WITH THE'·
RECDMMENDA TlONS AND 'SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
'"~'--. .' .
I HEREBY DECLARE THA T I AM THE ENGINEER OF WORK FOR~ THIS PROJECT, THA TI
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS-
CONSISTENT WITH CURRENT STANDARDS. ,-,
_~__ __", __ ~, __ ,_,, ___ . _-. _.o_~ __ ,, ___ ._~___ "_._~_______ __~ __ ~.
I UNDERSTAND THA 7 THE CHECK· OF PROJECT DRAWINGS ANDSPECIFICA TlONS
CiTY Of CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER'. OF WORK,
RESPONSIBILITIES FOR PROJECT DESIGN. c. ., .
FIRM: __ B"-,U",C"C",ObJLA:LbE""N-"G!!!IN,,=Eh'ER')lI!".NG""..JI",N-,,,C.~_
ADDRESS: ----,~3"-14"'2~VI"'S-'-'TA"----'W'-'-A'-'Y,~, ~S~U~IT~E~3",0"--1_
CITY, STA TE.· ___ -"O"'C""EA"'N..",SllilD"'E~. --'C"'A'--__
TELEPHONE: (760) 721-2000
BY: -----=T.7T.,,-,;~;;_;_;;;=_;_----DA TE: ._--: __ --:~ PHILIP D. BUCCOLA
R.C.£. NO.: ' __ 2~7~7~32~_
REGISTRA T/ON EXPIRA TlON DA TE: _--,",03"--~3,-,-1_-0,,,,6,---_
,'e'
" "
GEOLOGIC MAP
CARLSBAD TRACT CT'()O-20
CARLSBAD, CALIFORNIA'
-BY THE
OF MY·.·
. GEDeON e S~Lf! --1" = 40' lDAlE 04 -22-2004
INCORPORATED PROJECT NO. , 07238-42·01 FIGURE
G£OTECli'.,JICAl CONSUL T.AJ'.fTS '. :.:. 2 6960 FLAN:lERS DRIVE· SAN DEGO, CA1..FORNIA 92121· 297 A
SHEET .1 PHCJt..IE 858 558-6900 -FAX a58 558·6159 OF 5
PLANNING DEPARTMENT APPROVAL "AS ...• BUILT"
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22. IMPORT MA TERIAL SHALL BE OBTAINED FROM, AND 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. LICENSE EXPIRA TlON DA TE: ________ _
IMPORT: 0 CY (SIGNED) DATE: / / o _., ';.
23. BRUSH SHALL BE REMOVED ONL Y WITHIN THE AREA TO BE. GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL TlNG IN THE PONDING OF .
WA TER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL. HA VE 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 AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF A T A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE. IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DA YS 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 AND PADS AS REQUIRED
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THA T A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND. ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
NAME DATE
PREPARED IN THE OFFICE OF:
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY
PHOTOGRAMMETRIC METHODS FROM INFORMA TlON GA THERED ON
MAY 5. 1928 BY TOWILL INC. TOPOGRAPHY SHOWN HEREON
CONFORMS' TO NA TlONAL MAP ACCURACY STANDARDS. ,
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
212-020-23
THE CALIFORNIA COORDINA TE INDEX OF THIS PROJECT IS:
N 1,996,000 E---,6"" 2=-4",7"" 0"'0"'0 ______ _
EXPORT: 0 CY . MICHAEL J, HOLZMILLER. PLANNING DlRECTOR . ,
RCE 27732'Exp:·,3"-;31-06.·· DATE
REMEDIAL: 190,000 CY DATE: . / I REVIEWED BY: (SIGNED)
RECOMMENDED BY: ___ --,=;;;-;;=;;-_--,-__
(PRINT NAME) INSPECTOR DATE
I----t--+-----------+----t-----+--:--+---j / S. HJEET/ CITY 0 F CARLS BAD / SHEBETS )
ENGINEERING DEPARTMENT ~G~R~A~D~IN~G~P~LA~N~S~FO~R~:================~====~
-. -. ",'
··CARSLBAD
Ui .' o .. o "-<D ~ o
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR B U ceo LA /'
THIS PROJECT, DRAWING NO. 418-6L , AND/OR AS DIRECTED BY THE CITY DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH CITY ENGINEER PE 23889 EX~IRES .. 12-31-05 DATE -'1-'
7601721-2000 BENCHMARK APPROVED LLOYD B. HUBBS.
ENGINEER OR PLANNING DIRECTOR.' E'7\J~G'L'7\.TD'E'RL'7\.TG, • LOCATlON:SIOE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE 1 '"
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL . CONTRACTORS SHALL COORDINA TE 1" I 1 "n. 1 " ' Inc OWN BY: _---,--_ . PROJECTiNO: DRAWING NO. ~
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE RECORDED:{POINT 108, CITY OF CARLSBAD SURVEY CONTROL NETWORK) DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: --c--. CT 00--20" 4JB-6A "-l ...... ~A~N:D:2IR~R:IG~A~~~IO:N~P~L!A~N:S:A~N~D~TH~E~'~M~P~RO~~~E~M~E~N~T~P~LA~N~S~A:S~R~EQ:U~'~RE~D~F~O:R~:TH:IS:. ........................................ ~3:1:42~Vi:h:w~w.~a:~~s:u:i:re~3:0:1~,~o:c:ea:n:~:a:~~c:~~9:2:05~6~ .............. E:L~E~VA::TlO:N::::24:6:.4:3~::::::::::::::~D:A~T:U:M~:~N~G~~~D~~~~=-=-=-=-:.~~EN~G~IN~E~ER~O;F~W~OR~K~~~~~~~~;;;;;;;;~~~~~~o;m;E;R;A~P~PR~O~V~AL~;;CI;TY~AP~P;R;OV;A;L~;R;V;W;D~B~Y~: ~~~~~~~~;.;.~.~;.~~~~~~:.J~ WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. /' .
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NOTE -ALL ELEVATIONS FLAGGED ALONG CURBLINES ARE TC GRADES
GRADING CONSTRUCTION NOTES
(j)-CONCRETE BROW DITCH PER SDRSD D-75 TYPE B
0-BUTTRESSING, SLOPE KEYING, OR STABILITY FILL PER SOILS REPORT ~\\\\ \\\j
@-DESILTING BASIN AND OUTLET PER DETAILS SHT. 2
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PREPARED IN THE OFFICE OF:
7601721-2000 BUCCOLA
ENGINEERING, • lnc
3142 Vista Way, Suite 301, Oceanside, CA 92056
--
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BENCH MARK
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DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH
EX
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LOCA TlON: SIDE or PALMER WA Y, 100 rEET EASTERL Y or COUGAR DRIVE
RECORDED: (pOINT 108, CITY or CARLSBAD SURVEY CONTROL NETWORK)
ELEVA TlON: 246.43 DA TUM:~N .... G""VD""__~~~_
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MAP # 10330
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GEOLOGIC MAP
CARLSBAD TRACT CT-00-20
CARLSBAD ,CALIFORNIA
GEOCON " e SCALE 1 n = 40' I OATE04 -22 -2004
INCORPORATED ; -~-. PROJECT NO. 07238 -42 -01 AGURE
GfOTEONCAL CONSULTANTS , 3 6960 FLANDERS CRIVE-SAN DIEOO, CALIfORNIA 92121-2974
PHONE858 558-6900 -FAXass 5sa.bt59 SHEET 2 OF 5
. . . ' . . 4
"AS BUILT"
RCE 27732 EXP. 3-31-06 DATE
REVIEWED BY:
INSPECTOR DATE
1----,-----+----'-+-'-----'------------+---+--+---+----11 SH3EET 1 CITY 0 F CARLS BAD 1 SHEBETS,I ~~~~====EN=G~I~NE=E=R=IN=G==D=E=PA=R=T=M=E=NT======~====~.
GRADING PLANS FOR:
1
DATE INITIAL DATE INITIAL DATE INlllAl
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARSLBAD TRACT 00-20
APPROVED LLOYD B. HUBBS
CITY ENGINEER PE 23889 EXPIRES 12-31-05
OWN BY:
CHKD BY: c'-~c'
RVWD BY:
PROJECT NO ..
CT. 00-20
DATE
DRAWING NO.
41B-6A
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GRADING CONSTRUCTIDN NDTES NOT[ _
(j)-CONCRETE BRDW DITCH PER SDRSD 0-75 TYPE B
(jJ;-RIP RAP ENERGY DISSIPATOR PER SDRSD 0-40. 8'>:8' PAD, NO. 2 BACK/~G '< \
(j)-BUTTRESSING, SLOPE KEYING, DR STABILITY FILL PER SDILS REPDRT ,\ \ \ \ \\ \
& DESILTINC BASIN AND DUTLU PER DUAILS SHT. 2
GEOLOGIC MAP
CARLSBAD TRACT CT-OO-20
CARLSBAD, CALIFORNIA
PHONESSSS5S-6900-fAXB.585S8-6159 SHEET 4 OF 5
\"-....
ALL [L[VATIONS FLAGGED ALONG CURBLlN[S AR[ TC GRAD[S
PREPARED IN THE OFFICE OF:
7601721-2000 BUCCOLA
ENGINEERING, • lne
3142 Vista Way, Suite 301, Oceanside, CA 92056
BENCH MARK
DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH
LOCA TlON: SIDE OF PALMER WAY. 100 FEET EASTERL Y OF COUGAR DRIVE
RECORDED: (pOINT 108. CITY OF CARLSBAD SURVEY CONTROL NETWORK)
ELEVA TION: 246.43 DA TUM:...1NYlC"'VO"'-___ _
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. "AS BUILT"
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RCE 27732 EXP. 3-31-06 DATE
REVIEWED BY:
INSPECTOR DATE
~~--~--------------------t---~-t---t~ISH5EETI CITY OF CARLSBAD I SHE BETS I
~====~~~E=N~G~IN~E=ER=I=N=G=D=E=P=A=RT=M=E=N=T~'====~====~
GRADING PLANS FOR:
1
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
, "
CARSLBAIJ ,'. TRACT
APPROVED LLOYD B. HUBBS
CITY ENGINEER PE 23889 EXPIRES 12-31-05 DATE
OWN BY: _-,--_
CHKD BY: '~ __
RVWD BY:
PROJECT NO,
CT 00-20'
". DRAWING NO.
41B-6A
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NOTE -ALL ELEVATIONS FLAGGED ALONG CURBLINES ARE TC GRADES
GRADING CONSTRUCTION NOTES
(j)-CONCRETE BROW DITCH PER SORSO 0-75 TYPE B
(j}-RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 8'X8' PAD, NO. 2 BACKING
(j)-eUTTRESSING, SLOPE KEYING, OR STABILITY FILL PER SOILS REPORT ,,\ \\ \\\ 0-DE SILTING BASIN AND OUTLET PER DETAILS SHT. 2 '
Srfl. SEE
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GEOLOGIC MAP
CARLSBAD TRACT CT-OQ..20
CARLSBAD, CALIFORNIA
GEDeON 0 SCALE 1" = 40' I DATE 04 -22 -2004
INCORPORATED PROJECTNO. FIGURE
GEOTEaiNICAL CONSUl. T ANTS 07238 -42 -01 .. 4 6960 flANDERS DRIVE -SAN DIEGO, CAtfORNtA 92121 ·297.4
3 PHONE esa 55Q.15900 -FAX 956 .55Q.6159 SHEET OF 5
"AS BUILT"
RCE27732 . EXP. 3 31 06 DATE
REVIEWED BY:
INSPECTOR DATE
... a ;::-
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S[[ SHT 5 r-__ r--+ ________ ~ ______ ~ __ ~~~~+-__ ~~ISH4EETI CITY OF CARLSBAD I SHEETS I ~~~~:;=:=~EN~G~I~NE=E=R=IN=G=D=E=PA~R~T~M~EN~T==='-~=B~.=. ~
GRADING PLANS FOR:.·
u .. a I " "'.
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PREPARED IN THE OFFICE OF:
760/721-2000
• Inc
. CARSLBAD TRACT 00-20
BENCH MARK APPROVED LLOYD B.HUBBS
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DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH ~ LOCATlON:SIDE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE CITY ENGINEER PE 23889 EXPIRES 12-31-05 DATE "f' '"
BUCCOLA
ENGINEERING,
3142 Vista Way, Suite 301, Oceanside, CA 92056 RECORDED:(POINT 108 CITY OF CARLSBAD SURVEY CONTROL NETWORK) DWN BY: ---. PROJECT NO. DRAWING NO. x
................................................................................................................................................ .:a:E~VA~"~IO:N:::2:4:6.:4:3::::::::::::::~:DA:~~U:M~:~N~G~~~D~~~~=-=-=-~ .. ~E;NG;IN~E;ER;;OF;;WO;R;K~;;;;~R~E~V~IS~IO~N~D~E~S~C~R~IP~T~IO~N~~~~~o~m~E~R~AP~P~RO~V~Al~~CI~TY~AP~P~RO~V~A~L~R~c~~~~g~~~~~~~~~~~~~~C~T~O~O~~2~O~~~4~1~8~~6~~~~~
MAP # 74060
SEE LETTER OF PERMISSION
TO GRADE
BY: ______ ----'--
DATE. _____ _
MAP # 17830
GRADING CONSTRUCTION NOTES
. (i)-CONCRETE BROW DITCH PER SDRSD 0-75 TYPE B .
(jJ--RIP RAP ENERGY DfSSIPATOR PER SDRSD 0-40 BXB' PAD, NO. 2 BACKING
ClJ--BUTTRESSING, SLOPE KEYING, OR STABILITY FILL PER. SOILS REPORT l\ \ \ \\ \~
@-DESILTfNG BASIN AND OUTLET PER DETAILS SHT. 2 .
@--8" PVC STORM DRAIN .
@-MOD. CONCRETE INLET APRON, 2' X 2'
(j)-CONSTRUCT VERTICAL CUT INTO ROCK LAYER5,' 4FT. HIGH, VARIABLE WIDTH,
20 FT. LONG. SOILS ENGR. TO VERIFY ACCEPTABILITY OF LOCATION IN FIELD.
ANY MODIFICATIONS TO BE MADE TO THE SATISFACTION OF CARLSBAD [NGR. & PLNNING. DEPT.
GEOLOGIC MAP
CARLSBAD TRACT CT-00-20
CARLSBAD, CALIFORNIA
GEDeON SCALE 1" = 40' DATE 04 -22 -2004
lNCORPORATlilD PRQJECTNO. 07238 _ 42 _ 01 FIGURE
GEOTEO-NICAl CONSUl. T ANTS
6960 R.ANOERS DRIVE -SAN DIEGO, CALroRNA 92121-?!17 4
PHONE 858 5SS--6900 -FAX sse 559-6159 SHEET 5 OF 5 6
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7601721-2000 BUCCOLA
ENGINEERING, • Inc
3142 Vista Way, Suite 301, Oceanside, CA 92056
BENCH MARK
DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH
LOCA TlON: SIDE OF PALMER WAY, 100 FEET EASTERL Y OF COUGAR DRIVE
RECORDED.' (POINT 108, CITY OF CARLSBAD SURVEY CONTROL NETWORK)
ELEVA TlON: 246.43 DA TUM:-,N",G"-,~",,D_----,--__
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. "AS BUILT"
--
RCE 27732 EXP. 3-31-06 DATE
REVIEWED BY:
INSPECTOR DATE
I---I----I---c----'---------l------+---+----~__II SH6EET I CITY' 0 F CARLS BAD I SHE8ETS.1 ENGINEERING' DEPARTMENT r---~----+-------~--------------------~----~----~---+--~~G~R=A;D;IN~G~P=LA=N=S==F=OR=:================~~==~
CARSLBAD TRACT 00-20
APPROVED LLOYD B. HUBBS
CITY ENGINEER PE 23889 EXPIRES 12-31-05 DA TE
1 DWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO. DRAWING NO.
CTOO-20 418-6A DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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NOTES:
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EJ Joint N10'El70'SE
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TRENCH T ~1 (continued)
4+ 10
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EJ -_... --. - . .. 1 .... - -... .. ---..... ... -.... -,;-• • -, ' --I I 1-, 1 J N 'w --~~~ •• ~ .. -~--•. -~-,....,....~------.' -1 r-l oint 30.,170'NE I1lJOlntN10'WI10'NE EJ':--;.o -~~'--='-~-"""';-~r-.""--"'-"-' __ -:~;,:::-'::.:.._>.:...-,-.~~_ .. _~~<".~ _ .... ..; __ ~ -.::. __ -::--:::..~ ____ ~, \ _" \ _\
LJ r:;"'l 1 JolntNSO"""""N" -.... ~----s;:::.~ , ," .-' -. ~:;?-. -~g;=-~--.-:.----__ / , V...I
t:JJolntN50'WIOO' HI v , •. [2JJOlntN60'WI90' EJBeddingN30'W/17'SW --'-~=~.-.~ '--"-..:'~-=-:.. -.:..~/ :;.,...~: A~-.."",,,,"-.~~m """"-v-.) -V -J
O ~ r,1 ,..-:r.~ ....., -_ -__ I .' 1--\ 1}-!c.J. '-'1 lJ 2 Joint N20'WIB7'NE I1l Joint N40'WIBS'NE ~. r-'-_ ~~ ~. 3 -.. Kpl =~ ",,... ___ ':"'~'. ," , I , 'r r' L:J _ --I \~ -..::..~.=..> , I I --.. .-I 1,/ ~ }
TRENCHT·2
o 2 4 6 8 10 ~, ------------------, Approximate Soale 1" • 5'
No Vertical Exaggeration
--"
exPLANATION
Residual Soil and Colluvium
[2J Joint NlO'El75'l1E o JoInt N60'W/90'
DESCRIPTION OF TRENCH LOG UNITS
-_0. -' _) t ~-..... -~ -,.-. ~.~ -, ~0 El ---....:..
E]SeddlngN10'W/1S'SW --... -. ----=--~~---=---i:!---------_
o JoInt N1S'W/90'. o JoInt N70'W/90' [J Deddlng NG2'W/S'SW o Joil)t NSO'WI 90'
1) SURFACE TOPOGRAPHY FROM PRELIMINARY GRADING PLAN PREPARED BY LADWIG
. DESIGN GROUP INC., DATED 3-O1-(lO
Point Lama Formation Quaternary Residual SolI Bnd Colluvium: Brown, dry, stiff to hard SILT to
CLA YEY SILT. Subvertical dessication oracks and animal burrows filled wfth soft
soil are abundant. Lower Ya -1 ft (e-horlzon) contaIns abundant subangular to
angular siltstonel claystone rock fragments %-1-lnch in diameter and oallche
,nodules.
2) SOIL SURVEY MAPS PREPARED BY THE US DEPARTMENT OF AGRICULTURE (USDA, 1973)
INDICATE THAT THE ALTAMONT SERIES SOILS MANTLE THE SITE. USDA DESCRIBES
~ d-... Carbonate cemenled zone Including hard
concretionary layers and soft (marl) zones
3+20
I
,
1
{ ,
THE ALTAMONT SERIES FORMING ON 15 TO 30 PERCEIIIT (AtE) SLOPES AS CONSISTING
OF DARK BROWN (10YR 4/3) SILTY CLAY WITH S~ONG COARSE PRISMATIC AND
STRONG COARSE SUBANGULAR BLOCKY STRUCTURE. THIS SOIL IS DESCRIBED AS
CONTAINING 'N SUBHORIZONS AND 'C' HORIZONS DEVELOPED ON CALCAREOUS
SHALE. LOGGING Of SOILS OBSERVED IN TRENCH CONFIRMS THE BASIC DESCRIPTIVE
CLASSIFICATION OF THE USDA.
k·---_&)0:---.. --M __ ..... _ Iron oxide staIned zone
. Manganese oxide stained zone
Cretacllous Point Lorna Formation: Light olive-gray to brownish green, non-'
carbonate, poorly bedded to massive, moderately Indurated, medium hard, clay-.
rich SILTSTONE, fossiliferous (intact shells). Locally contains concretionary .
sandy siltstone and fine-grained sandstone Interbeds and lenses. In upper part,
densely fractured, breaking into subangular blocky fragments, wfth well-rounded,
non-carbonate siltstone gravel and pebbles (Intraformational clasts). In lower
part, less fractured, less weathered, grading Into CLAYEY SILTSTONE.
Secondary mineralization (Iron and manganese oxide) Is common along
FOX -MILLER PROPERTY'
Planned Industrial Lots ----EI Camino Real, Carlsbad
Soil burrow (krofol'/na) Plate 2: Trench Lo s
'. .' ~ .
, ,-,_0
. -~
;" 1
3) FAULT OBSERVED AT STATION 1+50 TRUNCATES A THIN SANDSTONE BED ON WEST
SIDE AND CALCAREOUS CEMENTED BED ON EAST SIDE OF FAULT. FAULT ORIENTATION
ESTIMATED BY PROJECTING FAULT SURFACE ACROSS TRENCH. FAULT APPEARED TO
BE AN APPROXIMATE 1" WIDE ZONE CONTAINING STIFF GOUGE AND LINED WITH
CARBONATE STAINING. NO SLICKENSIDES WERE OBSERVED ON FAULT SURFACE.
CONTACT WITH THE OVERLYING RESIDUAL SOIL ABOVE FAULT INTERPRETED TO BE
AN IRREGULAR WEATHERED AND RODENT BURROWED C-HORIZON THAT HAS
WEATHERED LOCALLY DEEPER ABOVE FAULT. NO OFFSET OBSERVED AT CONTACT
BETWEEN THE RESIDUAL SOIL-POINT LOMA FORMATION
Fine-gralned sandstone to sandy siltstone
Joint trace In sldewail
fractures and joint plains. Distinctive dlsconlinuous white to light gray carbonate
slltstonel claystone (marQ bed is present. .
LOGGED BY: David Perry, Anna Fyodorova
on June 9, 12 & 13, 2000 • A::: ~Engine::ng Global =:ilons
DLP ~I..P . 7/00 0-252-101400
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