930tt_wt5
40 SERVICE AILEr l
CALL: TOLL FREE
1.600
227.26001
Tw siS3t" 6CJi rw "0
1
SECTIQd 16, T 2S. R Iii
FIRE OI:PARTIBIT.
�WWO F Q
RMNIM CWL 86DES1 NO. CiBff3G
T � 4Z-
12i wIli 14
Tv 11 Y/
APROW BY:
RUBIOOUX COMMUNITY SERVICES DISTRICT
FOR CONSTRUCTION
—L�AfE
.;OF
lz-{.set 2ro i --
DATE DISTRICT CONSULTING ENGINEER
VOID ONE YEAR MAN THIS DATE
REVISIONS I DATE I BY
w
SHEET INDEX
STET NO.
DR.SCRRMON
1
TITLE
SHEET
2
CONSTRUCTION NOTES
3
PLAN
AND PROFILE -
STA 9+53.01 TO 17+50.00
4
PLAN
PLAN
AND PROFILE -
AND PROFILE -
STA 17+50.00 TO 21+48.76
STA 10+00.00 TO 10+61.20 (LATERAL)
G TY�T R1 NEReTt-f
'rM aF
tit -2t
PPROVED T7Y°Rl
ALBERT A. WEBB ASSOCIATES
CIVIL ENGINEERS
3788 McCRAY ST. RIVERSIDE, CA. 92506
PH. (909) 686-1070 FX. (909) 788-1256
APPROVED BY L---1
REGISTERED ENGINEER No. C3
Ds
IP # 020142
RUBmoux ComKuNITY SERVICES DISTRICT 'S
MISSM BOULEVARD
240 WATER PIE
TITLE SHEET cw 4 smEm
PP 17060
0.
1• ALL WORK SHALL CuNFORN TO THE DESIGN AND CONSTRUCTION STANDARDS OF
RCSD FOR W', TER . r1D SANITARY SEWER FACILITIES.
2. WATER SYSTEM ShALL BE CONSTRUCTED BY THE DEVELOPER FOR DEDICATION
TO THE PUBIDOU COMMUNITY SERVICES DISTRICT. CONSTRUCTION,
MATERIAL, TESTING AND INSPECTION SHALL COMPLY WITH RUSIDOUX
COMMUNITY SERVICES DISTRICT STANDARDS. THE INSTALLATION SHALL
MEET OR cxuEED THE P,EGUIREMENTS OF ALL PUBLIC AGENCIES HAVING
JURIyJIC 74'N AND THE AMERICAN WATER WORKS ASSOCIATION (ANNA)
STANDARD% FAILURE TO MEET THESE REQUIREMENTS HILL BE CAUSE FOR
REJECTIOi 1.
}
3. CONSTRUCtILN OF THE WATER SYSTEW SHALL NOT CoNgENCE UNTIL A FINAL
MAP HAS 139; N RECORDED BY RIVERSIDE COUNTY AND THE DEVELOPER'S
ENGIPiSEF,' HAS CERTIFIED THAT ALL STREETS ARE CONSTRUCTED TO FINAL
GRADE. miEHL'NEs SHALL BE INSTALLED AFTER CONSTRUCTION OF CURB 6
GUTTER 5iE:1ER, 4TORM (DRAIN, ArvD FHIOR TO THE PLACEMENT OF CROSS -
GUTTERS, .ar A1DFr =S AND PAVINE.
4. PIPE. FI PTINOS, VALVES AND APPURTENANCES SHALL BE OF THE PIPE
PRESSURE 'CLASS (;NGT W.Y.P. CLASS) SHOUN ON THE PROFILE OF THESE
PLANS. (nOTE: CAST IRON FITTINGS SHALL NOT BE ALLOWED.)
5, NINImUN CCVER &VER PIPE SHALL BE 42 INCHES. WHEN Tht WATERLINE
ENCOUNTERS AN i°&STRUCTXON AND CROSSING OVER THE OBSTRUCTION WILL
RESULT IN LESS THAI) 42 INCHES OF COVER OVER THE MATERLINE, THE
;VATERLINE SHALL CROSS UNDER THE OBSTRUCTION (MIN. 6 INCHES
CLEARANCE).
6. CONT'ACTOt; SHALL SHORE ALL TRENCHES AND CONDUCT ALL CONSTRUCTION
IN ACCORDs,,NCE .TTI! CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH
AND LOCA710t1 Or EXISTING UNDERGROUND FACILITIES PRIOR TO
TRENCHING. GREN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 500
FEET AL"_c RJAJ RIGHT OF WAY AND SHALL BE BACKFILLED AND COMPACTED
AT ThE COrCLUSION OF EACH DAY. BACKFILL SHALL BE COMPACTED TO THE
GREATER OF 9JX RELATIVE DENSITY. EQUIVALENT TO THE SURROUNDING
GROUI4C3 OP TO 7'HE REOUIREMENTS OF THE AGENCY HAVING JURISDICTION.
(CON ACT UiZER39OUND,SERVICE ALERT 800-422-4133 PRIOR TO ANY
EXCAVATlOt , )
7_ DEPTH A,'vv' LO;A;'"70N OF l.XISTING UNDERGROUND FACILITIES SHALL BE
DETEr`;MINEV BY +4'E CONTRACTOR BY POTHOLING PRIOR TO TRENCHING. THE
CONTAACTVi' SHALL ALSO CCNTACT UNOERGROUND SERVICE ALERT (800) 422-
413L PRIC'�,' TO ,irNY EXCAVATION.
S. WHEFZ' THE 9 s MAIN' CROSSES STOi,�,M DRAINS. OTHER PIPELINES
TELE HO(VE ; tvll _'LECTRIC DUCTS CFR SIMILAR INSTALLATIONS. A MINI -;UM
OF is PvC't, EES 0- CLEARANCE SHALL BE PROVIDED BET;vEEN THE MAIN AND
OTHER IC SALL.ATIONS. SEPARATION OF TrtE WATER AND SEWER LINES MUST
COMPL Y 11-H Th__ RIVERSIDE COUNTY HEALTH DEPARTMENT STANDARDS AS
SHOR14 Or. rrIV03'IDE COUNTY )TAi,0A'0 PLAN 609 AND RCSD STANDARD
DRAWING PeOJO ;40 SHALL MELT OR EXCEED THE REOUIREMENTS OF THE
STATE OF CALIFORNIA, DEPARTMENT OF HEALTH.
9. CONNECTIOiiS TL THE EXISTING RCSD WATERLINES SHALL BE IN ACCORDANCE
WITH Sr, PJOARD Rt:SD PROCEDURES Ah'J SHALL NOT BE ACCOMPLISHED UNLESS
AN RCSD I,vSPEL'TOR IS PRESENT. NO CONNECTIONS TO EXISTING RCSD
WATERLIt,ES HILL BE ALLOWED ON FRIDAYS.
10. NOT.L E TO CD,NrRACTO.R. THE EXISTENCE AND LOCATION OF ANY
UN007GROU,D UTILITY PIPES OR STRJCTURES SHOWN ON THESE PLANS WERE
OBTAINED �Y A SEARCH OF THE AVAILABLE RECORDS_ TO THE BEST OF OUR
KNORL EU72E ThE,?E ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS: T, -,'E C?'dTRACTOR IS REQUIP 0 TLr TAKE DUE PRECAUTIONARY
MEASJAES TO P-:0TECT THE UTILITY LINES SHOWN AND ANY OTHER. LINES
NOT ON REi:ORO OP NOT SHOWN ON r DISE FLANS.
11. IT SRAL•L -E TriE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO
APPLY TO "HE R.,VERSIDE COUNTY ROSD CiPARTNENT, PERMIT SECTION, FOR
AN PERMIT. FOR ALL WORK ON EXISTING COUNTY MAINTAINED
ROAi;S.
12. ALL SERVILE _. ER.ALS SHALL BE LUCATEL AT RIGHT ANGLES TO THE MAIN
UNLESS Dr.:ED',�E INDICATED ON THE PLANS AND APPROVED BY THE RCSD.
J3. PIP2 SR,4 cE HANDLED SO AS TO PROTECT THE PIPE AT ALL TIMES AND
SHALL aS CA,?,&:ILLY BEDDED TO PROVIDE CONTIN0aUS BEARING AND TO
PRE._tYT _:`E ctr SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST
FLOJATIi7.: A :,._L TIkES. (PE,-,' E,w't;S SHALL BE SEALED AT ALL TIMES
WHEe Ccfi='''R!CrTON IS NOT IN AOCRESS.
14. PI+E'E JOT,`! i -S SCALL ,NOT BE UEFL_C;"ED AT ANY ANGLE GREATER TH,'N THE
,MAXIMUM At1GLE ='rrCO ENOED BY 77.0 PIPE MANUFACTURER. ALL MELD
JOIrvTS Sr -ALL EE MINIMUM DOUBLE PASS_
77E CQM „TCm, `5 + JDW D TO TAKEOLE P CAU7'IOQRY AfASLWS TO PR07ECT
TIE UTILITY L ,C44 AW ANY OTTER LIAE.5 AwJT OF iEfuRO OR NOT S40W 9V
THEE PLA TS Lr_�L� Tl ij OF UTILITIES .SI ALL BE VERIFIED BY TFtE' CCMCPACT09
PRT&Q TC OF COSTRZTIUV
Ci+ LL LACE-- .<C^'.tet-. r 1 .'INERT IU.S.A.) 1-ci0 -F7-2900 AT LEAST 2 NOWIAG
DAYS PWaR TO
TIE a ANYTTY .aa-, tc 97&W HgEL7t IS FCP T)E USE OF vOVERNRi 6 AGEACIES
IN l.a +ITS AA016P FEF ;vO IS WT TO &_ (&E"J FCR BID
IOUND SERVICE AL' k
",,,CALL: TCL? Fn >
1.600
227.26600
CDiNdTY OF RIVERSIDE
fl SP r
0. •s s.
0 /
i
mo 1:
15. TAPS ON PIPELINE SHALL BE INSTALLED PER DISTRICT STANDARDS AND AS
APPRO:'ED IN THE FIELD BY THE RCSC INSPECTOR. CONNECTIONS TO
EXISTING RCSD PIPELINES TO BE ACCOMPLISHED ONLY UNWR DIRECT
SUPERVISION OF RCSD FORCES, CONTRACTOR TO FIELD VERIFY BOTH
HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING WATERLINES PRIOR TO
CONSTRUCTION.
16. TEST PRESSURE SHALL BE 1509 OF PIPE CLASS RATING (I. E.: 150 - 225
PSI TEST), SHALL BE UNDER CONTINUOUS INSPECTZ09 AND SHALL BE IN
ACCORDANCE WITH DIST.RICT'STANDARD PROCEDURES.
17. SURFACE IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR'S
OPEPATIONS SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO THE
REQUIREMENTS OF THE AGENCY HAVING JURISDICTION.
18. FIRE HYDRANTS AND AIR VALVES TO BE LOCATED PER THE AGENCY HAVING
JURISDICTION.
19. WATER METERS TO BE LOCATED IN THE FIELD AS DIRECTED BY THE
DEVELOPER AND APPROVED BY RCSD. A "W" SHALL BE IMPRINTED ON THE
CURB FACE AT EACH SERVICE LATERAL (METER) LOCATION.
20. CONTRACTOR SHALL PLACE INSULATED 14 GA SOLID COPPER LOCATOR WIRE
WITH ALL C-900 PVC PIPE TO ASSIST WITH FUTURE LOCATION. WIRE
SHALL BE PLACED AT LEAST 6" ABOVE THE PIPE BUT NOT DEEPER THAN 4'
FROM PROPOSED FINISHED GRADE.
211-' THE DEVELOPER SHALL PROVIDE AT LEAST ONE SET OF PRINTS SHOWING ALL
"AS -BUILT" CONDITIONS INCLUDING THE STATIONING OF SERVICE LATERAL
CONNECTIONS AS A CONDITION OF FINAL APPROVAL,
22. ANY REVISION TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY THE
RUBIDOUX COMMUNITY SERVICES DISTRICT.
23. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PRUJE'CT MAY
INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE
RESPONSIBLE FOR COMPLIANCE WITH "CONFINED AIR SPACE" ARTICLE 108,
TITLE B CALIFORNIA ADMINISTRATIVE CODE.
BEVChWilKDATA:
RIVERSIDE COUNTY BENCHMARK." M.L. B -1-A 1982. ELEV. = 789.907
3 1/4' ALLNINUH DISC MARKED 'RIVERSIDE COUNTY BENCH MARK
BASIS OF BEARING IS TIE SOUTHWESTERLY LINE OF
PARK LA''RUE. TAKEN AS NORTH 580 55' 00" NEST PER
MAP ON FILE IN BOOK 37, OF MAPS PAGE 74, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA.
LID.
OR W A -
APPROVED BY.
RUBIDOUX COMMUNITY SERVICES DISTRICT
FOR CONSTRUCTION
%ZVIA ,
GENERAL AGER
DATE': DISTRICT CONSULTING ENGINEER
VOID ME YEAR FROM THIS DATE SYM
r• f ♦ ter r .f►r•r ► Y •. r r�.
ESTMATED QUANTMF.S:
1,252.50 LMAC FEET
24 BXH a AC (10 GAUGE MINJ PIPE
.v LF.
12 ROI CYSC ($TD. WTJ PTFE
32 L.F.
6 ihm aw (STD. NTJ PIPE
34 LF.
2 BCH LAAOSL"APE SERVICE LIRE
2 EAa4
24" FLAAGED BUTTERFLY VALVE.
2 EACH
24x24" FLAtEM TEE
1 EACH
24x12^ FLAAGED IEE
1 EACH
24x6" FLAASED TEE
1 EACH
24x16' FiVLCIhG FLAAC,E
1 EACH
SLOWCP'F/AIR FE.EASE
1 EACH
4' AIR VALVE 50% -E -V Anil COVER
2 EACH
24' MAAWAY
25 L. F.
8" PVC (SM 35) SEWR PIPE
1 EACH
24" AWNXI' E (SERER)
4 EACH
61X4"2 V2x2 1/2" 9-WER FIRE HMW O T BllMU
2 EACH
24"ILIAD FLAAKE
I EACH
8" BLDV FLAAGE
1 EACH
12' CA 7F VALVE
I EACH,
8" GATE VALVE
J EACH
6" GATE VALVE
1 EACH
2" GATE VALVE
1 EAOT
24' X 16" FAUXC 7
1 EACH
24' X 8" FEMA
1 EACH
12" X 10" REXCER
2 EACH
BADVION PYEVfNTION LI:VICE
6 EA•
AVEMENt✓NTMAFK��a
REWSIONS DATE BY'
r ALBERT A. WEBB ASSOCIATES
F CMI. ENGINEERS
3788 McCRAY ST. RIVERSIDE, CA. 92506
PH. (909) 686-1070 FX. (909) 788-1256
APPROV. D BYPNO ' r E!" 1
REGISTERED ENGINEER No. C3953OF DATE
C0Af$7WIJCTJ0M MOTES:
[-�--i 24. 9VMY PER AaV STD. DNS. X122
PIFELZE TFAT1! PER RC'5D STD. OMS. G?()
FLAWO BPITWLY VALVE IAGIXUATIGW PER FCS' SRT. OW. W1030
AIDT U50
4' AIR VALi'` BL4TALLATION A7TH AIR VALVE SOON AND COVER PER
RCSO STD. DMS&. X11$ NIX AAL' N121.
P.AMM TEE hTM AEUM MINT nFIRT PROTECTION PER RCSD 37D. DMS. N139
A M W IN7EM1A8 PMTIAY OF SWAG 24" PIPE AAD D6 AU
FLAMWW R 47 PIER� CUT � WrAlL PER RCSD S7D.
8" fiLaffF BWALLA77CN PER FdW SM. M. *114
Aq&E DMWa?jW Pa7TMVOF r6 164 PIPE AAV JWrALL
FLANSM ASXCER PER rrP= CUT rO FrT DETAlL 'JV! SM. DNS. M137
DMGTAU 12" at&C (STD. MT) PIPE
AND GLIM FLAAZ AT 7EA lAW
48" AAMi E PER RCSD S70. LING. SaW
WTALL 8' PVC (SOR 35) SERER PlFE AM PLUS AT BOTH EAOS
INSTALL 6x4"2 1/2x2 1/2" 9J:ER FILE HYDRAM MET B44W PER RCSD STD. D16. M1060
.DIGTALL SLIM PLANSE
B67ALL GATE VALVE PER AILM STD. ONO. M1420
B6TALL REOU"ER
DVS'TALL DETECTCI4 CTEl7C 99WZ L FOR awX FIRE PROTECTIDV PER FAM S7D. ONG. M1140
26TAU LATS SERVIM LIRE PER FEW STD. OAC,. X1110 EXCEPT
=RECTION TO 24" 07DEBE S*LL BE IN ACLDYVIACL MITH DETAIL 8, SFEET 3.
BVSTALL BACWION PREVENTION DEVICE PD? RCSD STD. DAG. M1130
UTILITY T790f BADIFILL PER RIV. CO. S7D. 818
B67'ALL 6" C7LSC 1570. NTJ PIPE
AM BLIAD FLANGE AT 7EWRW
( -) DUSTALL SERVICE METER PER DZS7RICT STAMARDS
23 !Ny-TAI_L. VL Ue p.E"TF�i FL.EGTIYE PAueMEn►r MAKKEtL
WATER LEGEM.
PROPOSED WATBXBVE
EXISTING MATERLIAE
W" AIR VALVE ASSY. PER
RCSD STD. ONG. W1070
VX -9 IEW. BLDhWF/AIR RELEASE ASSY.
PER RLSO SID. ONG. N1150
-Ip4i- FLANGED BUT79FLY OR GATE VALVE ASSY.
PEI? RCSD W1030
-D - REDUCER ~'4"r
VDG-Q FIRE HYDRANT ASSY. PER
RCSD 57D. M. W1050 OR M1060
D ThREST PROTECTION PER
PiCSO STD. DWG. G40
H SERVICE INSTALLATION '
PER RCSD STD. ONG. W1100
(~-0 WATER QUALITY SAMPLE STArJM
PER RCSD S'0. DWG. W1120
TEE
90 ' ELBOW
---H BLIND FLANGE
CROSS
eCONSTRUCTION NUMBER
X L - LE GTH FROM OF P FELINE TO FLOF APPURTQNCE TC
■ DL-Ue FAVeN'I3rNT MAtt.K,=_-~7,t5
UTILITY INTERFERENCE FLAG (APPROXIMATE LOCATION)
N = NATER,' G - GAS' T - TELEPHONE.' S - SE�
ED - STORM DRAIN' IRR - IRRIGATION: U - UNKNOWN
NOTE:
CONTRACTOR TO POTHOLE AND VERIFY EXISTING HORIZONTAL
AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION. IP # 020142
ASNOTED RUBIDOUX COMMUNITY SERVICES DISTRICT SHEET
BOOK NA MISSION BOULEVARD
N 24" WATER PIPELINE 2
N CONSTRUCTION NOTES OF 4 SHEETS
PP 170M
0
o 1NDEPi6RDUND SERVICE ALE
Q
CALL: TCLL F iEv
227
ru; vac' o * x: 3_ti T, .
FD. RdL. SMNC
' AAS .4S CL
I. U fiFt'{7\iv'. cCr f8 jaw?
S -COU r
0
PON
ME
MMI
alums
�s—
1
�M� W_ -UM
Z.
COUNTY OF RIVERSIDE
TATA
0 BY:
LED A 0 AN, P.E. DATE
.0 E. 3 '-. P. 6-30-06
RE u WILLDAN 0TA E '
EXIST. ROY
c, vov -• 14- c+l'+ To t - 19 C)P` C -'V027 1-'T0 )
itir2 ec4L1 I VA L eNT. LZ. ,OZ
IAPPROVE27BY DATE
APPROVED BY
RUBIDOUX COMMUNITY SERVICES DISI RICT
FOR CONSTRUCTION
/l'I3Z u
DATE ®GEWRAL MA GER
DATE DISTRICT CONSULTING ENGItER
VOID ONE YEAR FROM THIS DATE SYM
loin ionSE
10 rim OEM an am
0 so
Erg 0 no on 11roollolffiffm
E-000 110111 loll wrofflill a
111M rs 0= 11111111 IN
100.0 iRlR=11 111
rc—mac ._.=MMEM min
—1101a—
Ems
--- os�—
RE
REM
��� ��� cs---•_c ;was
Rim—
ism
�E= ter`
la F
Em
FEZ!_WR c_
c���� s'
a
nowa o
COA67RUCTION.
- N fAb
03' NELY 5329'
CONSTRUCTION NATES:
PC
W � �
rnGraLL �
PLUG ro�
g
INSTALL
, 1
'Ply t �!
ALBERT A. WEBB ASSOCIATES
CMI. ENGINEERS
3788 McCRAY ST. RIVERSIDE,
PH. (908) 686-1070 FX. (909)
APPROVED BY PAC' --I � OMS
REGISTERED ENGINEER No. C39530
CA, 92506
788-1256
DATEAC-L-Vi
y
PLUG
SEER
REVISIONS DATE BY
CONSTRUCTION NATES:
PC
W � �
rnGraLL �
PLUG ro�
g
INSTALL
8- PVC
y
PLUG
SEER
Q.
24" MAWAY PER RCS0 STD. DNS. M122
PIPELIAE TFVV04 PER RM STD, DW. Lee — —
fX.
FLANOW W7EW Y VALVE I16TALLATraV
PER ACSD STD. DW #1030
FLAWO rcE WITH MR -LIED joINT rpasr PAOTECTION ==
PEI? AG50 STD. DbG. X139
INSTALL 12' a4 (STD. MTJ PIPE PLAN
AND &M FLAAW AT TEWrAUS
48' M4AHa.E PER RCSO STD. DNS. 52030 DETAIL OF CONSTRUCT_TON OF I
AVSTALL 8" PVC CSW 35) 5E)ER PIPE MANHOLE OVER EXISTING SEWER_
AAD PLUG AT >'ES1I7W NTS
INSTALL 6x4x2 1/2x2 1/2' SDPER FIRE HYDRANT
MET BAFFa) PER RDSD SRT. DMG. X1060 pRp�D' PIPELIfE-�
INSTALL IXBO FLAAAG
�-7
B67ALL R OLCER 2- 8R4SS NIPFLE 2" SERVICE SACU.E
PER ITEM 1 OV SrO. M.
BYSTr X1090. INSTALL SWIXE
FINE F LE 7104 PER
SERVILE FOR 1140 Sy�T TED -- OUTLET wgtz A/rx.
FIRE PROTECTION PER RG'SD STD. DNS. X8140
MIALL LAAtR>DAPE SERVICE LIRE PER AM STD. ~ � 2" &4 7E VALVE PER
OND. N1110 EXLfPT CaV EMLOV TD 24' MATEr IAE 2" IMLE IPT x CO*ER—'" STD. DW. X1020
SPALL BE IN ACO2%AACE MIrH DETAIL 8: 51$T 3. TL61W CO RRESSION ' \\\� ?THIMM
-
INSTALL 840ROM PYEVEMTM DEVICE `oNr A01PTER I COAFAMM FLANGE
PPR RG50 STD. DNS. X1130 CLIPPER SERVICE PIPING-- _ MASS)
UTILITY TRE" BA0FILL PER RIV. CD. STO. 818MIALL 6- 1.
AND &M FLAW A 7awmPIPE
DETAIL 'B
INSTALL SERVICE AFTER PER DISTRICT STAA04ROS NTS
PIS UE ¢'.ETF�PfZEF-EG•Tive
y,,,�MEN,- GRAPHIC SCALE
`^�RV_ER I IP # 020142
0 40 BO 120
"_E AS NOTED RUBIDOUX CLMMUNITY SERVICES DISTRICT SHEET
.D BOOK 3
NA MISSION BOULEVARD SIGN 2e WATER PIPELINE
WN STA 9+53.01 TO 17+50.00 OF 4 stiEm
:cKED PP 1 7080
R.C. & PLAN No.
F4