HomeMy WebLinkAboutDWG 402-2H; CT 03-01; LA COSTA RESORT & SPA - EL CAMINO REAL; 01-03I f '
•
GRADING NQTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. llilS PLAN SUPERSEDES ALL OlliER PLANS PREVIOUSLY APPROVED BY lliE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON llilS SET OF PLANS.
2. APPROVAL OF llilS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF lliE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OlliER ADDITIONAL DOCUMENTS LISTED HEREON AS lliEY MAY
PERTAIN TO lHIS PROJECT. lliE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE lliESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR lliE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP"ll Y
SUBMITTED TO lliE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN lliE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FJLED NAMING lliE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN lliE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING lliE POLICY MUST HAVE A RATING Of "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF lHE 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
lHE CITY AND OlHER APPROPRIATE AGENCIES.
7. APPROVAL OF lHESE PLANS BY lHE 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 lHESE PLANS WITHOUT THE WRITTEN APPROVAL
OF lliE CITY ENGINEER, NOTED WllHIN lHE REVISION BLOCK, ON lHE
APPROPRIATE SHEET OF lHE PLANS AND lHE TI"lLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME lHE PROPERTY OF lHE CITY UPON BEING
SIGNED BY lHE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY lHE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF lHE WORK BY lHE
CITY.
11. ACCESS FOR FIRE AND OlHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WllHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FJELD OF APPLIED SOILS
MECHANICS. lHE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF lHE COMPLETION OF FJELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OU"lLINED IN lHE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER lHE DIRECTION OF A PROFESSIONAL ENGINEER OF lHE
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 lHE CITY OF CARLSBAD STANDARD SPECIFJCATIONS AND lHE
• EARlliWORK SPECIFJCATIONS • ATTACHED TO lliE PRELIMINARY SOILS
INVESTIGATION. DAILY FJELD COMPACTION REPORTS WILL BE SUBMITTED TO lHE
PROJECT INSPECTOR.
14. A PRECONSJEUCTION MEETING SHALL BE HEID AT THE SIJE PRIOR JO THE
BEGINNING Of WORK AND SHAI I BE ATTENDED BY Al I REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE lHE MEETING
BY CALLING (760)438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING
CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING THE
GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT lliE MEETING
15. Al I INSPECTION REQUESTS OTHER THAN FOR PRECONSJBUCTION MEETING WU I BE
MADE BY CAI I ING THE ENGINEERING 24 HOUR INSPECTION REQUEST I INF AT
(760J 438-3891. IN5PECTION REQUEST MUST BE RECEIVED PRIOR TO 2: oo P.M,
ON lHE DAY BEFORE lHE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
lliE NEXT WORK DAY UNLESS YOU REQUEST OlHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. lHE OWNER AND/OR APPLICANT lHROUGH lHE 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 HEALlH STANDARDS, LAWS AND REGULATIONS.
17. lHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
lliE DESIGN OF SHORING, BRACING SLOPING OR OlliER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM lHE HAZARD OF CAVING GROUND DURING lHE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING lHE PIPE INSTALLATION
THEREIN. llilS 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 EXCAVATION IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TI"lLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACmRs EXPENSE, A COPY OF lHE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO lHE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM lHE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF lliE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WllHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND lHE
PERMITTEE WILL NOTIFY lHE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL lHE PERMITTEE HAS RECEIVED WRITTEN AUlHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON lHE SITE OR ADJACENT lHERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO lliE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY lHRU FRIDAY AND NO EARlHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT lHE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY lHE CONTRACTOR TO lliE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MA TERI AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY lHE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG lHE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF lHE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WllHIN lHE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON lHE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARlliEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. lHESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
lHE CITY ENGINEER OR AS DIRECTED BY lHE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRA9E TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. lliE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OlliER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY lHE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WllHIN TEN (1 O) DAYS OF lHE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON lHE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
lHE CITY OF CARLSBAD LANDSCAPE MANUAL, lHE LANDSCAPING PLANS FOR lliE
PROJECT, DRA\lilNG NO.--, AND/OR AS DIRECTED BY lHE CITY ENGINEER
OR PLANNING DIRECTOR.
29. lHE OWNER/ APPLICANT SHALL INSURE lHAT ALL CONTRACTORS SHALL COORDINATE
lHE WORK OF THESE GRADING PLANS WllH lHAT SHOWN ON BOlli lliE LANDSCAPE
AND IRRIGATION PLANS AND lHE IMPROVEMENT PLANS AS REQUIRED FOR llilS
WORK IN ACCORDANCE WllH lHE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WllH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPlli IS LESS THAN 15 FEET AND BACKFILLED WllH 3/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 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 WlllilN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WllH PROPERLY COMPACTED SOILS. IN OTHER
AREAS lliE PIPE WILL BE PLUGGED Willi CONCRETE OR REMOVED AS APPROVED BY
lHE CITY ENGINEER.
32. lHE CONTRACTOR SHALL VERIFY lHE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WlllilN lHE PROJECT SITE sumCIENTL y
AHEAD OF GRADING TO PERMIT THE REVISION OF lHE GRADING PLANS IF IT IS
FOUND THAT lliE ACTUAL LOCATIONS ARE IN CONFLICT WllH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR lHEIR
FACILITIES AND SHALL COORDINATE lliE WORK Willi A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
1-800-422-4133
1-800-660-7343
1-800-892-0123
(760)438-7741
(760 )434-2980
PACIFJC BELL
ADELPHIA CABLE COMMUNICATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT (WATER,RW)
LEUCADIA WASTEWATER DISTRICT (SEWER)
(760)438-2722
(760)753-0155
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 lHE WORK IN PROGRESS !15.16.120.Bj
CARLSBAD MUNIQPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -lHE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA lHE
PROJECT INSPECTOR {15.16.120.9&10! CARLSBAD MUNICIPAL CODE:
(1) 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 lHE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM lliE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
lHE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY lHE SOILS ENGINEER THAT lHE
GRADING WAS DONE IN ACCORDANCE WllH lHE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN lHE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS lHERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY lHE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, lHESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. lHE SOILS REPORTS TITLED G[OTECHHCAL l'IVESTIGATION -PROPOSED RESORT VILLAS,
PREPARED BY SLADDEN ENGINErnNG , DATED 11-11-03
SHALL BE CONSIDERED AS A PART OF llilS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
CITY OF OCEANSIDE
PACIFIC
OCEAN
SOURCE Of TQPOGRAPHY
CITY OF VISTA
CITY OF ENCINITAS
LOCATION MAP
NOT TO SCALE
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD
SURVEY METHODS FROM INFORMATION GATHERED ON FEBRUARY
14,2005 BY RBF CONSULTING. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
BASIS Of AEABINGS
THE BEARINGS AND COORDINATES SHOWN HEREON ARE
BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF
1983 (1991.35 EPOCH), ZONE 6, BASED LOCALLY UPON
THE FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON
RECORD OF SURVEY 17271 •
POINT NO. CCS 83 (1991.35), ZONE 6
NORTHING EASTING
SITE
157
047
HPGLCA1107
CLSB-047
1992291.232 6247272.614
1985922.532 6241083.953
GRADING PLANS FOR
EL
LA
CAMINO REAL WORK IO 8f OOllf
lHE GRADING WORK SHALL CONSIST OF lliE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON lHIS SET
OF PLANS AND lHE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON lHESE PLANS. COSTA RESORT lHE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE Willi lHE FOLLOWING
DOCUMENTS, CURRENT AT lHE TIME OF CONSTRUCTION, AS DIRECTED BY lHE CITY
ENGINEER.
ROAll
SITE
COSTA
VICINITY MAP
NOT TO SCALE
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. lHIS SET OF PLANS
4. RESOLUTION NO. 5705 DA TED AUGUST 18, 2004.
5. THE STANDARD SPECIFJCATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). (
6. SOILS REPORT AND RECOMMENDATIONS BY SLADDEN ENGINEERING DA TED
NOVEMBER 11, 2003
7. lliE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
lliE CITY OF CARLSBAD STANDARDS.
8.
9.
CONDITIONAL USE PERMIT 03-15, DATED 10/01/03.
ENVIRONMENTAL APPROVAL DOCUMENTS MPA j/-03-02.
10. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY RICK ENGINEERING COMPANY,
DATED OCTOBER 17, 2003, WDID #9 37S318589.
11. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK: AND lHE STATE OF CALIFORNIA DEPARTMENT OF
TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
DESCRIPTION
RIGHT OF WAY LINE
CENTERLINE
EXISTING WATER LINE
EXISTING SEWER LINE
EXISTING VALVE CAN
EXISTING SIGN
LEGEND
DIG.NO. QUANTITY SYMBOL
-R/W -
---4----
OWNER'S CfRIIFICATE INDEX OF DRAWINGS
EXISTING WATER METER
EXISTING SEWER MANHOLE
EXISTING STREET LIGHT
EXISTING FIRE HYDRANT
EXISTING CONTOUR
PROPOSED CONTOI.R
I (WE) HEREBY CERTIFY THAT 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
SHEET NO
1
DESCRIPTION
TITLE SHEET
GRADING PLAN
THIS SITE. ~ ~f)r,r--~ J(>--1\.Q. j 7{ 2-d::i')
S. CHEVIS HOSEA.YIRESIDENT DATE
KSL LA COSTA RESORT & SPA
SQU S ENGillffR'S GERI!EICATE;
I, BRETT L ANDERSON, A REGISTERED CIVIL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY DIRECTION BETWEEN THE DA TES OF MAY 30, 2002 AND
JUNE 7, 2002. TWO COPIES OF THE SOILS REPORT COMPLIED FROM THIS
SlUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF TH= .CITY ENGl~R. ,_.\'ofESs~
SIGNED: ~ VL @$",.AN~<-\\
BR TT " • ANDERSON !!! OJ No. C 453&9 j \ I ""'· ,.,,_ , . .,, .,, . ~ CNI'-,,.a..'#, ~ OF C~\.\'f-'_;,
P.E. NO.:
DATE:
45389
LICENSE EXPIRATION DATE: 09/30/06
"DECLARATION Of RESPONSIBI E CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS At-0 PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NDT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: RBF CONSULTING
ADDRESS: 5050 AVENIDA ENCINAS, SUITE 260
CITY, ST: CARLSBAD, CA 92008
TELEPHONE: (760) 476-9193
BY: --,~ ~
TIMOTHY M. THIELE
RCE NO: __ ..=Cc...6=0'--'2=8.:.3 ________ _
REGISTRATION EXPIRATION DATE: 06-30-0=6~_
8fNCH MARK ENGINEER OF WORK;-
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORlHERL Y FROM
LA COSTA A VENUE.
PLANNING ■ DESIGN ■ CONSTRUCTION
RECORD FROM: NORlH COUNTY VERTICAL
CONTROL DATA, PAGE 184. CONSULTING
REVIEWED BY:
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 ., FAX760.476.9198 • www.RBF.com
2
3 EROSION CONTROL PLAN
REF fRt.NGE PLANS
MAP NO. 14984
402-2P
DWG. 168-6
ABBREVIATIONS
ABBREVIATION
ASPH
IP.
MEANING
ASPHALT CONCRETE
CENTER LINE
RIGHT OF WAY
NOTE: GRADING QUAN1111ES SHOWN ARE FOR PERMIT
PURPOSES ONLY, AND ARE NOT TO BE USED
FOR FINAL PAY QUAN1111ES
R/W
RCE
REQ'D
ROS
SDRSD
SWK
STD
TYP
REGISTERED CIVIL ENGINEER
REQUIRED
RECORD OF SURVEY
SAN DIEGO REGIONAL STANDARD DRAWINGS
SIDEWALK EARTHWQBI< QUANTITIES STANDARD
CUT: 0 CY TYPICAL
FILL: 338 CY
IMPORT: 338 CY
EXPORT: 0 CY PROJECT LOCATION
REMEDIAL: 1730 CY
TRASH REMOVAL: 0 CY
lHIS PROJECT IS LOCATED WllHIN ASSESSORS PARCEL NUMBERS
216-123--05, 216-123-07 AND 216-210-04
lHE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1,978,000 E 6,249,000
PLA}fflIN~DE~ARTMENT APPROV~
ro=-=u=i/,:D-=:EVEW==-==pm=------i ~ ~~ DATE:fr/n .b5 7~ --r7«e
A~I.S7"1;NTCITY PLANNING DIRECTOR P.F (cOZ~ EXP 1,-30-oa
LA COSTA RESORT AND SPA C I • A
2100 COSTA DEL MAR ROAD/~!GNED..__l.. -DATE:€,/17/or REVIEWE :,.B,Y: .IJ CARLSBAD, CA 92009 /Wri aJ 11 ,½
PHONE: (760) 438-9111 L I '·' FAX: (760) 929 6313 mroNDED BY VAN v,Jc,"' 'L.. ' ,.,_ RECOrn : '(PRINT NAME) // f/ , INSPECTOR i
"ASBUILr
JZ-JZ-·ot,
DATE
J-<)6-67
DATE
~'z_z1;_,.z_/20--14,-,-r---i~/J-\A_s-_s_u,_,_,.._. ________ ---i __ -i-----....-----i----i I SH1EET I CITY OF CARLSBAD I SHJEETS I
' ENGINEERING DEPARTMENT :==='...'.:::::========:::::'...'.::===; GRADING PLAN FOR:
LA COSTA RESORT & SPA
EL CAMINO REAL
APPROVED:<fY LLOYD B. HUBBS
trY1NGIN~ ~-iaw'EXPIRES 12/31/05 ~to/-:<
ELEVATION: 113.122 ADJUSTED
DATUM: NSUD 1929 __ .....-r-"~/~•~~::z::;...,,_,.~~~~· ~---------cD_A,-TE:c-':6'1~0.-c/iR,~0:cc'PS'~ l--;cDA:c;TE:c--f--::clNcclTI:::AL-+-----------------t--:Dc:cATE=-+:1Nc::11l::-:A.,-L+-:-Dc:ATE::-+::IN:::11l::-:A:--IL
TIMOTHr;r THIELE R.C.E # 60283 ENGINEER or WORK REVISION DESCRIPTION O11-lER APPROVAL CITY APPROVAL
DWN BY: MC I PROJECT NO. I 4DROA2WI-NG2NHO.
CHKD BY: GvP CT 03-01
760 603 6243 RVWD BY: .,
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ALL UNDERGROUND UTILITIES OR STRUC1URES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS
EXAMINED ARE INDICATED 111TH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS
OR PROCEEDING 111TH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS
FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUC1URES NOT REPORTED TO 1HE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE 111TH THOSE REPORTED OR SHOWN
ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
OR STRUC1URES SHOWN AND ANY OTHER UTILITIES OR STRUC1URES FOUND AT 1HE SITE. IT SHALL BE 1HE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUC1URES CONCERNED BEFORE STARTING WORK.
12+00
1HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUC1URES SHOWN ON THIS PLAN ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO 1HE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILlllES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 1HE UTILITIES SHOWN AND ANY 01HER LINES OR STRUC1URES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT 1HEIR
OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLI\; IS PROTECTED. All CONTRACTORS AND
SUBCONTRACTORS SHALL COMPLY 111TH THE "OCCUPATIONAL SAFETY ANO HEAL,,TH REGULATIONS OF THE U.S. OEPARTMENT OF LABOR,
AND 111TH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONs' CONSTRUCTION SAFETY ORDERS •
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORs' COMPLIANCE 111TH THE ~~~~rtWi 1~bDrTRtr~ tJ11-TI1i1N1G.iitN1~5~J& ~~J~ &ro~,ENT OF LABOR OR 111TH THE STA TE OF CALIFORNIA
CONTRACTOR FURTHER AGREES 1HAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlllONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,..1,NDEMNIFY AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION 111 1 M THE
PERFORMANCE OF WORK ON 1HIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBT AJNING THE NECESSARY PERMITS, AND RBF
CONSULTING DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS
OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS.
IN PREPARATION OF INSTALLATION OF SOUNDWALL, REMEDIAL GRADING IS REQUIRED TO OVEREXCAVATE AND RECOMPACT OF SURFACE SOIL TO A DEPTH OF 3' BELOW EXISTING GRADE PER GEOTECH REPORT.
/ I l
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SEE LANDSCAPE PLANS'
FOR SOUNDWALL PLAN/DETAILS
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'·t~·-~IMITS OF GRADING
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GRAPHIC SCALE
ENGINEER OF WORK:
RFt'f PLANNING • DESIGN ■ C:ONSTRLJCT!ON
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
CONSULTING 760.478.9193 .., FAX 760.476.9198 ~ www.RBF.com
REVIEWED BY:
-fi,-"/~ DATE:t.,/1t,/c:6
TIMOt:?2M THIELE
DATE INlllAL • R.C.E # 60283 ENGINEER OF WORK REVISION DESCRIPTION 760 603 6243
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P .E. (e>/22.113 EXP. !Jl·'3Q-D8 DATE
REVIEWED BY: ;£
U)~ A '-? J /-06-0'7
INSPECTOR t/ I /) DATE
I S2ET I CITY OF CARLSBAD I SHjTS I
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
LA COSTA RESORT & SPA
EL CAMINO REAL
APPROVED: QY LLOYD B. HUBBS
-4, ,,:: ... ~ J,,(Y',,..,,,: .... A.
'c1TY ENGINE~PE 269 EXPIRES 12/31/05 ~Su.~ ATE 1
DWN BY: MC
I
PROJECT NO.
I
DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY2:if:-CT 03-01 402-2H OTHER APPROVAL CITY APPROVAL RVWD BY:
111405
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EROSION CONTROL NOTES
L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF ROBERSON AT 760.929.6319
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN JS EMINENT.
J. 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 THE SATISFACTION OF THE 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
BE IN CORPORA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WAY FROM THE 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 BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYOROSEEDEO 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
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TJON SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS ANO 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 ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEO/A TE TREATMENT.
B. HYOROSEEOED AREAS SHALL BE IRRIGA TEO IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
D.
E.
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO 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. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEOJNG 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 E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEOED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCAST/NG BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXJC WEmNG AGENTS MAY BE 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 JS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECH AN/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 HYOROSEEDED 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 ARE.AS 6: 1 OR FLATTER THAT ARE SUFFICJENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TURA TEO SE.ED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIG,QBQUi,(,ROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREJ/li@r>illt/fflef!i'R;l!DROSEEDJNG IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
' !JI I
EXISTING GROUND
I
14'MJN.
FIBER ROLL DETAIL
NOT TO SCALE
50'MJN.
8" MIN.
PROFILE
PUBLIC RIGHT-
OF-WAY
· TYPE II GRAVEL
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
EN/RANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
/RENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE /RENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE DETAIL
NOT TO SCALE
CD
0
0
0
LEGEND
DESCRIPTION SYMBOL QUANTITY
LIMITS OF CLEARING & GRADING
SILT FENCE
FIBER ROLL
HYDROSffD
CONS1RUC110N EN1RANCE
!EROSION CONTROL NOTES
--0---0-
---F---
INSTALL SILT FENCE PER DETAIL SHOWN HEREON
735 LF
545 lF
23,000 SF
1250 SF
APPLY HYOROSEED PER EROSION CONTROL PLANTING NOTES (SEED MIX
TO BE DETERMINED BY LANDSCAPE ARCHITECT)
INSTALL FIBER ROLL PER DETAIL SHOWN HEREON
CONSTRUCT STABILIZED CONSTRUCT/ON ENTRANCE PER DETAIL
SHOWN HEREON
30
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GRAPHIC SCALE
111AS BUIL 1"
60
1'"( ::r«-'·r-/2..-12·@
PF t,oz'1!3 EXP {p-30-oB DATE
REVIEWED BY: u ') .,,A-~.:
INSPECTOR I/ I ,
90
I SH3EET I _CITY OF CARLSBAD I SHJEETS I 1-------1---e----------------------+-----+----1-----e---------t ENGINEERING DEPARTMENT
t------+-----1--------------------+---+---+----f---f
ENGINEER OF WORK:
CONSULTING
REVIEWED BY:
PLANNING II DESIGN ■ CONSTF.!LICTl □ N
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 ■ FAX 760.476.9198 ■ www.RBF.com
7k 'I~
TIMOWM. THIELE
DATE:j,/tt.,/45"" DAlE INITIAL
760 603 6243
R,C.E # 60283 1--EN-G-IN-EE-R~OF-W_OR_K-i
DAlE INITIAL DA 1E INITIAL
REVISION DESCRIPTION OTHER APPROVAL CJTY APPROVAL
GRADING PLAN FOR:
LA COSTA RESORT & SPA
EL CAMINO REAL
APPROVED:S'r LLOYD B. HUBBS
~ -< a,~ I? ~s'Z•r ·,(_ M:8/o.$'" fuy ENGINEERl'pE23 EXPIRES 12/31 /05
DWN BY: MC I PROJECT NO. I 4DROA2WI-NG2NHO.
CHKD BY: ,:;,.JP CT 03-01 RVWD BY: -
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