HomeMy WebLinkAboutLot 119-121, 125-127 Precise Grading GRADING NOTES
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1 . ALL GRADING SHALL CONFORM To THE UNIFORM BUILDING CODE. ,.7,Pp
ADDED I X CHAPTER 33 AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE 1
IF CUT ORF
ILL IS LESS THAN 10& 0 2% IF CUT OR FILL IS GREATER TRACT �N 023 5 TEICULA CREEK■
THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND 06
BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ,
3. MAXIMUM
CVT AND FILL SLOPE = 2: 1 .
J�
4. PROVIDE 5 WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP PRECISE GRADING PLANS
vxm �
OF ALL FILL SLOPES OVER 5' HIGH. FINAL PHASE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COUN Y OF IV SIDE , CALIFORNIA
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL
HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP.
6.
A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE �
PROJECT
BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF -� �
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
SITE
REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT.
SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM
FLOWS, ALONG TOP CUT OF SLOPE.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS f 114 VIC INITY MAP
Q , NOT TO SCALE
GREATER THAN ONE FOOT.
TOWNSH I P ,_B_ SOUTH RANGE -2. WEST SECTION
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH LEGEND
RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION
BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN - - S.D. ACCESS RAMP
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING �1 LOW POINT -- --�---- ---- L.P.
LOT NUMBER - a
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION �-� ---�---�.�. -
DESIGN RECOMMENDAT I ONS AND CERTIFICATION THAT GRADING HAS �`�- -�_ � -r--� � � TOP OF SL.OPE ------ T .S.
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDAT I ONS OF THE 1 INDICATES LOT NUMBER---
r VIANNE
GRADE BREAK ---__-._�_�._._______._ G.B. -_.
1L
SITE INVESTIGATION REPORT. COURT
LANDSCAPE Df VEL_OPMENT L .D. Z. INDICATES UNIT TYPE
(L-LEFT GARAGE- R-RIGHT GARAGE)
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY � � RIGHT OF WAY -- R/W INDICATES FINISH FLOOR ELEVATION -- - FF-1173.0
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT27
2 - � _-_ INDICATES PAD ELEVATION ON -- - =
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED
EDGE OF PAVEMENT E .0. P . PE 1172.5
----�
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 0000-00
WATER BLOW-OFF 01
\ TOP CF CURB THIS LOT REQUIRES A BACKWATER VALVE
11 . CUT SLOPES EQUAL TO 0R GREATER THAN 3' IN VERTICAL HEIGHT T.C. PER SECT. 409 OF U.P.C. P P
' PER PROVED
AND ILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL
i FLOW OW l_ INF-' ------------�------------- F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP )
HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
SH T 2HIGH POINT- - H.P. TRACT BOUNDARY --
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR To THE APPROVAL %,
OF FINAL INSPECTION.
�L L. .„ 40' � \
�- FINISHED GRADE - --- F.G. EXISTING CONTOUR �----C14 30)----'
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 1 F- INISHF-D SURFACE F.S. STORM DRAIN & CATCH BASIN
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER ► 2: 1 SLOPE
DELETERIOUS MATERIAL. 40 0 40 80 120 GARAGE FI-ooR -- -- GF 0000.0T T_
CUT--FILL -- --�t- - �F-- (--
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE F I N I SHE:D FLOOR FF 0000.0
;,���1 .�; �;C!`�I- E�:
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM 125 WATER SERVIc� - ------ - --� w AIR RELEASE VALVE
NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE
APPROVED BY A REGISTERED SOILS ENG I NEER PRIOR TO PLACEMENT Qi r FIRE HYDRANT -- - - - - -- ----
OF FILL MATERIAL. �.=
._,E W. R r,V I CF
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION
OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONSTRUCTION NOTES & QUANTITY ESTIMATE INDICATEs .AMOUNT �� DRIVEWAY
X
-
F X TRA DF- PTH FOOTING
CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND STREET LIGHT p----•
DAMAGE TO ADJACENT PROPERTIES. QUANTITY UNIT / � a
o1 LOT GRADING (6 LOTS x 50 C.Y. 300 CY f 'tOPF II EXTRA DEPTH FOOTING
) I.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED o
METHODS ASD FINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) .
,s. � 3� ' 40 40 �
ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GRADING NOTES C o N T . � � 4° N
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE /ND_ E _ MAP
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLAN 1 Ln
ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. PLAN 2 FLAN 3 � PLAN 4
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION O ;n a
TO GROUND COVER SHALL BE PLANTED WITH APPROVED JIt Ln Lu
TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE ENGINEER' N TIC T CONTRACTORS► ° �'
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER
30' I N VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 1 " MIN.15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 2 ABOVE PAD ELEV.
PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED - - -
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR n
DEVICES PER V.P.C. CHAPTER 10.R. ROUND OFF TOP V)
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE
SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH 25, CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER TO THESE LINES OR STRUCTURES. P/L TYPICAL OVERALL F=OOTPRINT DIMENSIONS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4'-MI-N. SCALE 1 = 40
RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE -
WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. N
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. -�` - HIGH POM o
FROM INSTALLED FACILITIES To PERIMETER STREETS UNTIL CURB OUTLET INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY _ _ I
STRUCTURES ARE IN PLACE PRIOR TO COMPLETION of THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO. _________ I Pip flfy -11' MIN. � _ M
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, _� I I A ! !
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. �
26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS SECTION A _ A
21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE a,
SHALL BE PERMITTED" . SHALL ADHERE To CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATER �E��\O A g
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED THAN 5' I N VERT I CAL HEIGHT .�+( OF R\ b
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED {)uN -��►rG�s�e15' Tr 'S' ►1'P.
FIELD PRIOR To COMMENCEMENT of ANY CONSTRUCTION/GRADING. BASIS OF BEARING: BY THE PREPARER OF THESE "PLANS".
to (E%CFP1 _ T
THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK" `' ( a C
23. A SU I TABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT " 5' MIN.VAR. P/L pP O otb�G°ion �5 M i N III M!
TO THE BUILDING AND AFT AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS " 5' MIN. VAR. P/L 5' MIN. VAR. " --- - - - -- P R EQ�' 9 ,r ry��°�a,�s r_ ��I
SHOWN ON THE MAP FILED LED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF --T�� v�� r� \a Al
cit,
DEPARTMENT WRITTEN CERTIFICATION 6 MIN. - -� fi MIN.
3' MIN. 1 ' 1 ' 3' MIN. 3 MIN_.. -�-- o�trp �\ ac°°u��y �o �.
OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE ---- ---- - MUDSILL VAR.
99 tg . n
PLANS FOR " MUDS I LL VAR. * * VAR. MUDS I LL -� * 6" MIN.PPp�° to( °C a ct t\*�t�re lob u
ALL GRADING DESIGNATED AS ENGINEERED GRADING COUNTY,CALIFORNIA, BE I NG N 52'49'02.84" E. �--------- %_ ____.. ____� ._ .- ......__.___._ � _---_ __..-___.______--- .pe�cov���o be�`�pt°r � ;l � z co
ENGINEER _� tr g mintbp
a NOTE, OWNER SOBS ENGINEER LEGAL - _- 1
AL DESCRIPTION d - __. l
II �.__._�_- . __ w
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DIG -ERT A - _PSR ____ _W_ __ X -__-_-____ --
THE PRIVATE ENGINEER SIGNING TF�ESE PLANS IS CENTEX HOMES PETRA GEOTECHNICAL A PORTION OF PARCEL 22 - PARCEL " _ " - ( _ P�p,N -' x w
A �
r
RESPONS I�E FOR ASSVR I NG THE ACCURACY OF DESIGN WARDLOW CIRCLE, SUITE 150 276 20 COMMERCE CENTER DR. MAP 27387 12 _MIN. 12' MIN. _ 1. MIN_ pE -t4 0 :r_ u. --.
DIAL TOLL FREE AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SUITE 103
EVENT OF DISCREPANCIES ARISING AFTER COUNTY -S% MIN. 6" MIN. F1. PSN sz MA)r �---�+qx
1--$00-22 7-,-2600 TEL 909.279.4000 TEMECULA, CA 92590-5661 _-2%_MIN. 2: 1 MAX MAX. 6 TYP. � MIN ----_- �.___. ......__ _ p, P r -� � p z
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100
ENG i NEER SHALL BE RESPONSIBLE FOR DETERMINING (9�) 699-6 193 20% MAX. -�F- MIN,.__.-------.�--._._..-._ �._ _._.___.�.__ 0� MAX.
20% MAX. _.. . �___1- MAX - s?(�E_wAL_K <
AT LEAST 1'VVO DAYS (909) 699-5197 FAX * - UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CI,1RQ
BEFORE YOU DIG
AN ACCEPTABLE SOLUTION AND REVISING THE PLANS � f
FOR APPROVAL BY THE COUNTY. D I STANCE FROM RIGHT OF WAY T 0 THE. GARAGE- CORNE=R 0z
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SECTION B B SECTION C - ME-_ASURED F'ERPE=.ND I CUL_AR TO TI{E PF?OF'ER-TY I._.T N " `r
A'�TC. L ..r
;FAL..- 1,OUN1Y SEAL r'd-_;''vF���
COUNTY OF' RIVFFR SIDE PLANNING ■ DESIGN ■ CONSTRUCTION BENCHMARK: T-'- 81, EL-F_'J. 1026.428 ����� TRACT NO . 23065-- FINAL PHASE IP --
JL F/JE
WORK CONTAINED WITHIN THESE PLANS ________._ _. __� _._ ..____.__.�...�.,. T PORTATION DEPART T ��� SHE-F T NO. Q
SHALL NOT COYMF-NCE UNTIL_ AN _ �. _ �=�,�pFESSIDN� 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 ESIGNED -_ �
COUNTY OF RIVERSIDE 1 ul
ENCROACHMENT PE-RMI1 AND/OR A APPR()VE�D BY �v �G` `j MILES SOUTHEAST ON HIGHNAY 79 FROM EL/JG
5 YNEZ ROAD SUTE 400 �-
GRADING _'_ _.__..__._.___.�.-__ N ISSUED. ,`� �` �` r'y ■ ■ ■ 27s5 INTER:,ECTION OF MAIN AND FRONT STREET IN CHECKED It
_._._. ._ M M -.---.._.- .�__.-..___ _.__
-_ -� d' T1rMECULA,CALIFORNIA 92591-4679 ,
_ /( SCHEDULE A 0
s C O N S U LTI N E3 1M.676.ao42 FAX 909676.7240 • www RW TEMECUI_A, 53.5 SOUTH OF C/L HIGHWAY MA
fhe pr i vote eng�neer signing these plans i s - - - � 79 3.2 EAST OF T 4 SCALE � � 2
___..._._.._._ _-._,_.__ _.._�__._..._ �_�_ _._ _._�_ __._.__._ _____..._._. K H A L E D A. 0 TH M A N D A TF�
.�
No 43090 r� G POLE (GT 2 53), 30o OF SHEFETS
responsible for assuming the ac c u r ac and \
y
acceptab i I i t y of the des i gn her eon, In the event --_-_ _ _ _-_--- _--. _ _ R.C.E. No. 33950 r� F xp 3/31/04 - AS SHOWN PRECISE GRADING PLAN � - - __---
PREPARFD MICHAEL A. T AN R.C.E. N0. 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN __ ____ „ _ _
of discrepancies arising after county approval or EXP. DATE:: 6- 2 ,s' �._.� � oe NUMRrR LOTS
.119 _121 -_ND_.____._-.-...____-__ _______.. FIL[•� NU.
dur i ng construe t i on, the pr i vat e eng i neer, sha I I be - - -- -- ___ _____�. \ C] y EXP. DATE-: 3- 1---04 P.P. 75580 AND P.P. 75581 ON LINE" IM TH OLD A LATS 1" g�-127`
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15 100455
-�`LLf - FENCE LINE RUNNING N. & S. SET FIBERGLASS _
responsible or determining an acceptable solution -- - -_ _. ___ _....�_ �-=�F C ��.`� ^. • �ZZ � � DATE �-OR: w.o...�- _ COUNTY
and reviewingthe plans for approval b the county,-----------MARK BY� QATE APPR^ DAFE DATIr. WTNESSPOST 1 SOUTH OF MONUMENT.
y ENGINEER R E V I S I O N S courvrY MMENDED BY BOYLE ENGINEERING DATE:
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BEFORE YOU DX3 / '1111 y z
LN018MM SERVICE ALERT OF SOUTHERN CALIFOMIA c�
NOT SEAL-COUNTY Sr AL ENG��Jf E.R
COUNTY OF RIVERSIDE ;DRAWN TRACT NO, 23065- FINAL PHASE IP -010094
WORK CONTAINED WITHIN THESE PLANS _---:..:=�:---�
I�IAMMINO ■ Dt■tO�/ ■ CDN■TRUCTIDN BENCHMARK. T _.1 -81, E.�LFV- 1076.428 JLF/JE SHEET NO.
_ RTATION DEPART T _ �� 1/� RRAS") I:,:�K IN CIONC. CY[.ANISE.R 2,a -E SIGNED _ _ _ _ _...
SMALL NOT COMMENCE UNTIL AN � �'i i `��` - ---
ENCROACHMENT PERMIT AND/ORA -_ APPROVED BY 'l.": . e # MILE=S SC)UTHEA�l ON HIGHWAY 79 Ff�OM EL/JG COUNTY OF RIVERSIDE 2
. ,fir` 27555 YW7 POO AD, SATE 400 �- r �
GRADING PERMIT HAS BEEN ISSUED. �;,y. � . � � � � N TERSE_C TION 01� MAIN AND FRONT STREET IN CHECKED ,� , �
r TEMECul.11 '-ALfOWA NWI-4679 M A T
The private engineer signing these plans is '''` TEME-CULA 53.5' SOUTH OF C/L HIGHWAY SCHE US A responsible for assuming the accuracy and _ .. --------. . __..
f C O V4#U LT I N 0 ►O•IA�C42 - FAX �057E 72aa » www W con,
y DATE: 1; s ' '°' '" R 79, 3.2' EAST Of G1 POLE (GT 2.453), 300 SCALE OF 2 SHEETS Q
acceptability of the design hereon. In the event _. ... . _.._..._._�._..._.__.____
PRECISE GRADING PLAN a
AS SHOWN �-
� �� "�' '� wt EAST OF PRODUCE STAND MIDWAY BETWEEN FILE NO.
�.� GRED ��CI,A �a k , F NO, 4,�49Q_
of d i scr eponc i es or i s i ng of t er county oppr ova I or ` ';`.,� o� NUA�F3F R v
during construction, the private engineer shall be r y , r. - [,XP- DA TF: 3-31- 04 P.P. 75580 AND P.P. 75581 ON LINE WITI4 OL_Da.
15 l OD455 LOTS 19 121 AND MOTs V5 1
CEO,.;= - FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE ------- FOR: W. couwrY =
responsible for determining an acceptable solution �� �Y DATE APPR. DATE OF. ���:� ,
and reviewing the plans for approval by the county ENGINEER _ .M.________
R E V I S I 0 N S COUNTY ENDED DATE: --- -- DATE: _ WITNESSPOST 1 SOUTH OF MONUMENT. ItMHAWX FILE NO.