930tt_sg�OEMMAL NOTES,
1. ALL wY 'K, kAT£RLAL, Ah'L E e PAdENT
Or rHv STATE aF CAL1 U rNIA rEPARTA
STANDARD PLANS ,AID S; ECrI,2AY70N G
PROVIncNS.
CONFORM TO THE REQUIREMENTS
IF TRANSPORTATION (CALTRANS)
JULY 1999, AND THE SPECIAL
2• THE LOCATION OF UNDE/4CRCup^�) UronES ARE SHOWY IN AN APPROXIMATE
WAY CIN Y. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTIi10' UTILITIES PRIOR TO CoM'MENCING WORK, HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY ANO .ALC DAMAGES WHICH WIGHT BE OCCASIONED BY
HIS FAILURE TO EXACTLY LOCAYE AND PRESERVE NAY AND ALL UNDERGROUND
UTILITIES.
3. SEE CALTRANS STA /DARD P: , ES -IA AND ES -18 FOR SYMBOL AND
ABBREWATiON LEC:END.
4. ALL T --V CONDUITS SH. Lu LF 2" UNLESS SHOWN OTHERWISE.
5. ALL PILL BOXES SHALL 4.47 j 3 UNLESS SHOWN OTHERWISE.
6• DETECTOR LOOPS LOCANC,NS vYIALL BE VERIFIED IN THE FIELD PRIOR TO
SAW Un NO. ALL LOOP Sts .L BE W DIA. UNLESS OTHERWISE SHUWN.
LOOPS HALL BE tESTEV ANu APPROVED BEFORE FILLING SAW CUTS.
?. ALL SALVAGE MATERIAL SHALL SE DELIVERED TO THE COU,vTY YARD AS
DIRECT E) BY THE ENG d R
S• ALL Frz"W GREEN AND e C, [i i;N L HEAD AND PEO. HEAD SHALL BE L.E.D.
9. COWL A' -TOR TO CAL: J6tIy H-kKINS'WITh RIVERSIDE COUNTY TRANSPbRTATIO
DEPAA'fdEisT AT gg'909)sea'– a OR (909)453-5206(CELL) AT LEAST 72 HOU!
IN ACV NCE BEFO.�'E AN4Y SIC&AL MODIFICATION.
10.EXIST,40 PRIVATELY 04YIED W?ROVEMENTS ON PUBLIC RIGHT-OF-WAY
SHALL BE PROTECTED OR REPLACED, AS DIRECTED BY THE ENGINEER.
f 1. THE COUNTY reiv^ I7 £3e -;;:AY .S.y,ALL BE KEPT CLEAN 01" DEBRIS,
THER- SHALL BE ,O Mi A; -'IL'NG OF CONSTRUCTION MATERIALS WITHIN
THE = bUP1TY RIGHT OF WAY WITHOUT THE PERMISSION OF THE INSPECTOR.
12.ALL PAIE.VENT DE lids ,t N At,D SIGN REQUIREMENTS SHALL BE COPPLETED
PRION' 110 SIGNAL rURr ON.
13. DETEr=TJR LOOP 1r.STA L %Tl0N SHALL BE APPROVED BY THE RESIDENT
ENCh4Z "R.
f 4. DTSTA'CE To OVE IHC. ,D PO'E"1 LINES FROU ,ALL SIGNAL HEADS AND
LUP„l..AR7bS SHALL BE kWitd 10'.
15.ALL CACKPLAT.47S SHALT LE LOUVERED.
16.0041 ;hCTOi? SHAD „vSI., L .3 CONDUIT, SCrdcouLE 80 W,TH PULL
ROPE :0;; S.G.E. aER. L Co L'UCTORS.
l7. INSrALL NEW DET CTOR L LOOP A,;4D CONNECT TO MEW DETECTOR LOOP CABLE IN THE
PULL L'OX AS PEE' CU,4NS TANOARD PLAN, PLAN NO ES -5A AND ES -58,
19.ALL REEN, tZlLON n & ?EDESTRIA4 INDICATION SHALL BE L.E.D.
I9.0O3d R<.C,'O,c SHA. kZ&...V E -<STING FOUNDATION AND BACKFILL WITH CLASS -2
BASE COUR, r AT 95Z _ 0�WA . ;'ION.
EXISTING R.O.W.
".,.,,,,.w 6umv
AND GUTTER
-------------
1
ABANDON EXISTING
i f" C, OLC —
' € FUTURE CURB
ANC GUTTER
2851TD
.#
L;;&, tT LIN£
M
£` �TlNG E.O.P. /r
oT y_�–_
u EXISTING R.O.W. PROPOSED 1 1/2" C, 1OLC
F
o (f
tl-sT
sw
n """ fit 1'v TWO W' mw
n S Ftk DAYS &,-;toz
YF�J W
U MLL T -AL 9 -&W -227-26W
O :xr .ec'NY
N01 E
WORK CONTAINED WIT TIN .HESE PLANS
SHALL NOT COMMENCE -AN `EOR A
cl
n GRADING PERMIT HAS SEEN ISSUED.
THE PRIVATE ENGINEER SICKING TH E 5 IS , RESPONSIBLE FOR
ASSURING Pit ACCURACY AKD X UPZiL d OF THE DESON HEJREO
tN THE EY` ,IT OF OISCREP;..dCIES Si it. x- EER COUNTY ,APPROVAL
DURING CONSTRUCTION, THE PRWATE Ehul :ER SHALL BE RESPONSIE
FOR DETERWINING AN ACCEPTABLE SULU.NV 3 AND REVISING THE PL14
F FOR APPROVAL HY THE COUNTY.
CAUTION i I o
'AqlKTwm''' All 4, lak 1 1.014
BARRIER
PEAU PEU
AI IM
'JOLT SERV
20 AMP
UIT BREAKZ
TO I/SNS
15 AMP
:UIT BREAM
TO LUMINAIR
15 AMP
1CUIT BREAK
30 AMP, d(£RCURY " 60 AMP, MERCURY
TEST SWITCH
DIAL TYPE IV PEC *IRIAfG DIAGRAM
rL. _ dr'4:2'
- --
PROPOSED 1 1/2" G5 3 DLC '16
-r�.vL rErq PARK I
I ! I
ONTRACTOR TO POTHOLE AND VERIFY
XISTING LOCATION AND ELEVATION
F EXISTING UTILITIES, PRIOR TO ORDS
NY EQUIPEMENT AND NOTIFY ALBERT
. WEBD SSOCIATES. IF ANY CONFLICTS.
ENGINEER
REVISIONS
N.
DIAGRAM
��PHASE
Wahl
POLE SCHEDULE*
SrAMfa N
USED
j
k3 1
2
0 3
04
N0. TYPE
NOT
NOT
low
VEMME PED
MfIASE
LE(i£IYY1
A p
_
USED
USED
5
6
7
8
PEAU PEU
AI IM
'JOLT SERV
20 AMP
UIT BREAKZ
TO I/SNS
15 AMP
:UIT BREAM
TO LUMINAIR
15 AMP
1CUIT BREAK
30 AMP, d(£RCURY " 60 AMP, MERCURY
TEST SWITCH
DIAL TYPE IV PEC *IRIAfG DIAGRAM
rL. _ dr'4:2'
- --
PROPOSED 1 1/2" G5 3 DLC '16
-r�.vL rErq PARK I
I ! I
ONTRACTOR TO POTHOLE AND VERIFY
XISTING LOCATION AND ELEVATION
F EXISTING UTILITIES, PRIOR TO ORDS
NY EQUIPEMENT AND NOTIFY ALBERT
. WEBD SSOCIATES. IF ANY CONFLICTS.
ENGINEER
REVISIONS
N.
COUNTY OF RIVERSIDE SEAL–ENGINEER
i'1RA1�1110i�+gifA D� .�
V BY: � R•:l�i
r
3/�'�0.?
DATE No:
RECOMMENDED DATE
?L!z•-v
—
Wahl
POLE SCHEDULE*
SrAMfa N
WQ
Ci
PPe
UiliV.
COUNTY OF RIVERSIDE SEAL–ENGINEER
i'1RA1�1110i�+gifA D� .�
V BY: � R•:l�i
r
3/�'�0.?
DATE No:
RECOMMENDED DATE
s USE CALTRANS STANDARD PLANS JULY 1999 (METRIC) FOR PROPOSED EQUIPMENTS,
TYPE E LOOP DE/t1CM WrA&
CONTRACTOR SHALL INSTALL ALL NEN DETECTOR LOOP AND CUNNECT TO NEW
DETECTOR LOOP CABLE IN THE PULL BOX AS PER CALTRANS STANDARD PLAN,
PLAN NO ES -5A AND ES -5B.
PROPOSED R.O.W.
- -
PROPOSED CURB
AND GUTTER
EXISTING CURB
AND GUTTER
Nh*-ST0RArvE 1 ' EXISTING R.O.W.
iv Ina 11 11
CONSTRUCTION NOTES ON SHEET 2-2
O
O
GR
Q GR
DETAIL "A"
NO SCALE
p
I
i......... - PROPOSED 1 1/2" C, iDLC
-�
91"
DETAIL "B"
NO SCALE
---`----- 7✓
2A.m
FOR1
FOR SIGNING AND STRIPING PLAN REFER TO MS 3889, IP 020170
GRAPHIC SCALE !-=20� SGI 1134
L71 2236
O 20 40 60
ALBERT A. WEBB ASSOCIATES BENCHMARK:
CIVIL ENGINEERS SEE STREET PLAN
3788 McCRAY ST, RIVERSIDE, CA. 92506
PH. (909) 686-1070 FX. (909) 788-1256
� "t
PARED BY: R.C.E. NO. C65078 SCALE: AS SHOWN N/A
j . l e . p� DATE 6-30-03 H: V'
PP 17080 IP 020142
COUNTY OF RI`!ERSIDE
TRAFFIC SIGNAL PLAN
NISM BLVDAA iE ST.
pAL14 LST W.O. COUNTY!
OEVELCPMM 0i�0/8 FILE NQI
www
SHEET NO.
1
OF—A
POLE SCHEDULE*
SrAMfa N
LUM.
S/QNAL
11YlUMTM
PPe
I. mml
DIMS
N0. TYPE
NOT
SIG M,A. WM M
low
VEMME PED
MfIASE
LE(i£IYY1
A p
^-u4
K8
1 ATP
29
-1-T
2
,
aia
AE 29-5-129
9. im
15. M 4.6M
25OW
2 SP -1-T
La Rue
nsi.
15.
SV -1-7
o e
Sea
Const.
19-4-129
25OW
MAS
M.%ssion
a
30'
SV -2-T
26-4-729
7A# Rf.sm
25OW
MAS 2 Sp- 1-T
4
Lo Rue
n t.
30'
SV -2-T
Note
See
Const.
,6- FYFE A
FOR—
oe
1
iM
4.04
W
SV -1-T -1-T
4
See
Const.
Note
TYPE 15
4,6M.
25OW
-1-T
2
See
Note
9
s USE CALTRANS STANDARD PLANS JULY 1999 (METRIC) FOR PROPOSED EQUIPMENTS,
TYPE E LOOP DE/t1CM WrA&
CONTRACTOR SHALL INSTALL ALL NEN DETECTOR LOOP AND CUNNECT TO NEW
DETECTOR LOOP CABLE IN THE PULL BOX AS PER CALTRANS STANDARD PLAN,
PLAN NO ES -5A AND ES -5B.
PROPOSED R.O.W.
- -
PROPOSED CURB
AND GUTTER
EXISTING CURB
AND GUTTER
Nh*-ST0RArvE 1 ' EXISTING R.O.W.
iv Ina 11 11
CONSTRUCTION NOTES ON SHEET 2-2
O
O
GR
Q GR
DETAIL "A"
NO SCALE
p
I
i......... - PROPOSED 1 1/2" C, iDLC
-�
91"
DETAIL "B"
NO SCALE
---`----- 7✓
2A.m
FOR1
FOR SIGNING AND STRIPING PLAN REFER TO MS 3889, IP 020170
GRAPHIC SCALE !-=20� SGI 1134
L71 2236
O 20 40 60
ALBERT A. WEBB ASSOCIATES BENCHMARK:
CIVIL ENGINEERS SEE STREET PLAN
3788 McCRAY ST, RIVERSIDE, CA. 92506
PH. (909) 686-1070 FX. (909) 788-1256
� "t
PARED BY: R.C.E. NO. C65078 SCALE: AS SHOWN N/A
j . l e . p� DATE 6-30-03 H: V'
PP 17080 IP 020142
COUNTY OF RI`!ERSIDE
TRAFFIC SIGNAL PLAN
NISM BLVDAA iE ST.
pAL14 LST W.O. COUNTY!
OEVELCPMM 0i�0/8 FILE NQI
www
SHEET NO.
1
OF—A
C
F 0P.,W, H AND INSTALL 1 % TYPE
40 VOLT DUAL METER III -CF SERVICE EQUIPMENT
rNCLO URE. INSTALL TYJ�' V PEC IN SERVICE EQUIPMENT ENCLOSURE
® EX1STh G SERVICE POINT ON SCE POWER POLE72160S, CONTRACTOR SHAD.
CR"TE WITH COJNIY TRANSPORTATION DEPARTMENT AN? SCE FOR
Z LL,C.. TION OF SERV,C£ AS DESCRIBED IN NOTE -2. EXISTING POWER HOLE
O 3£ 'ELOCATED BY OTHERS REMOVE AND S4LVAGE EXISTING EQUIPMENTS.
[j ; JR,II :rl AND INSTALL PULL BoX AND r SCHEDULE 80 PVC SERVICE CONDUIT
,.IT r "LOLL ROPE PER SCE REQUIREVE.-WS. SCE IS IN PROCESS TO UNDER GROUND
I 'I PCWER LIA'ES iN Tds'E PROJECT V100TY. THE SERVICE FEED POINT
v I CE IS UNKNOdH AT IMS TIME. IT SHALL BE CONTRACTOR'S RESPONSIBILITY
;3i ?DIhArE WITH SCE FOR THE PROPOSED SERVICE FEED POINT. CONTRACTOR SHALL
'T SCE PLANN "R (907) 357-6221 TO CONFSRM THE PROPOSED FEED POINT BEFORE
fi �, r1G Amy EQUtPJE�CONTRACTOR SHALL NOTIFY ENGINEER IMMEDL4TELY INCASE
r.
LL NOT BE A6LE TO PROVIDE SERVICE AS SHOWN ON THE PLANS.
Ek ,9 E AND SALVAGE EXISTING TYPE 1-A, PEDESTRIAN HEADS, AND PEOESTRGIN
Ua,a =.:;ITyTOftNs. INSTALL NEsi° TYPE 1-A(7). PEDESTRIAN HEAD AND PEDESTRIAN
UT
daS. I1 T 1N.
%Ek;L,EXISTING PULL OX. INSTALL NEW PULL BOX. INSTALL 2" CONDUIT fRaW
`IG..,._ TO FULL BOX.
':ASF ? TYPE 15 AS DESCRiSED ON POLE SCHEDULE. INSTALL VEHICLE SIGNAL,
?EC . i ?IAN HEAD, AND PEDE•STR&M PUSH BUTTON-
i2E 4C i, EXISTING jfCE PULL BOX .AND INSTALL NEW jj6E PULL BOX.
Eqj illi r : ail AND INSTAL¢ TYPE 15, VEHICLE SIGNAL, AND PEDESTRIAN PUSH BUTTON.
f re'E '"E AND SALVACE EXISTING I9-3-70 TYPE WITH 25'ARM, APID 12' LUM. ARM,
Jcn.-.'-a SIGNALS AND STREET NA,4r SIGN.
1II ,?Zwa vE AuO DISCARD LXISUNG PULL BOX.
RE;,c ' f AND SALVAGE EXIS71MG 19-3-70 TYPE WITH 30'ARM, AND 12' LUM. ARM,
1` ?.'EN SIGNALS, PCDESTRIAN SICHAL. AND STREET NAME SIGN. INSTALL 29-5-119
r6lf 647H 15.2k (^0' ARP4 ANO 4.5M (15') LUU. ARM. STREET LIGHT, VEHICLE SIGNALS,
7,RIAN HEAD A.l911SNS.
AND INSTALL OPTICAL DETECTOR MODEL 711 PER DETAIL
7i >°U',I;sH AND INSTALL :dGN ON kAST ARk AS SHOWN.
(j_ ,nevi _ VE AND SALVA'r EXISTING ULL BOX.
IL -I FU _;SH AeID IN37ALL PULL BOX AS SHOWN -
7, FZISH AND INSrALL :9-�-IZ, TYPE WITH 7.6I.4 (25) ARM, 4.5M ('159 LUM. ARM, STREET
L., ... , VEHICLE SIGNALS AND 11SNS.
Fii : >H A4D INSI'A:i :(Ca ON SIGNAL POLE AS SHOWN.
AND SALVAGE EXISTING 19-3-70 TYPE WITH 30'ARM, AND 12' LUM. ARM,
SIGNALS, PEDESTRIAN SI' HAL. AND STREET NAME SIGN.
2- FL t "'H .AND INSTALL 26-4-129 TYPE WITH 13.7M (45') ARM, AND 4.5M (15') LUM. ARM,
STP.....,;' LICHT, VEHICLE SIC.IALS, PEDESTRIAN HEAD, AND I1SNS.
R£ VE AND SALVAGE EXiSlING TYPE 1-A, VEHICLE SIGNAL, AND PEDESTRIAN PUSH
Ft, SH AND INSTALL PULL SOX IN EXISTING INTERCONNECT CONDUIT RUN. CONTRACTOR SHALL REMOVE
AtiO SALVAGE FVSPNd 1I�1ERCOr'JNECT CABLE TO PACIFIC AVENUE AND ALSO TO RIVERVIEW DRIVE.
AND &STALL 1l2" INTERCONNECT CONDUIT. COArRACTOR SHALL FURNISH AND INSTALL NEW 6 PAIR
iw&PGom,,iicr CABLE TO PACIFIC AVENUE AND RIVERVIEW DRIVE CONTROLLERS FROM LA RUE' CONTROLLER.
jRTs
TWO WW,144
jf wvvw
i mysiYou.wc
TOLL R`huAr,c .-bcw-227-2 vJ
�;, �v
NOTE:
0
WORK C13NTAINED nITt l,. Ie PLANS
SHALL NOT COMMENCE ('d C N
o ENCROACHMENT PERMIT A_
GRADING 7CSAIT HAS LIEN SUED.
T
"INeER SIGNIN THE FL ,Z RESKMSDLE FOR
z£ PRIVATE ii
ASSURING THE ACCURACY AWL' ACC.' 'iia. x, THE IXSIGN HE 014.
IN THE EVENT O - ,DESCREPAN CIES A�,G i COUNTY APPROVAL Ca2
DURING CorISI, UCTION, THE PRIVATE NC4iEF LyHALL 6E RESPCrB IOLE
rte:;, nrrcuaf.' r;Jn. ; w ACCEFT,,6 E ;.G.ad KE 1'1 -;o,) REV'&NG THE P LAt4S
ENGINEER
REVISIONS
1nrrn.j u
COUNTY
NOTE CONDUCTOR SCHEDULE PROVIDED AS AN INSIALUIIMW UUl= AM/ T-
IT SHALL ITE THE RESPON DUTY OF THE CONTRACTOR TO PROVIDE
THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION.
CONTRACTOR SHALL ABANDON EXISTING CONDUITS AND INSTALL
CONDUITS 1 THROUGH 7 AND AS SHOWN ON THE PLANS. CONTRACTOR
REMOVE AND REPLACE ALL EXISTING CONDUCTORS AND LOOP
DETECTOR CABLES
s + e
Fes"," �` / • .
REMOVABLE
CAP
THIRD TAE
7/16- DIA HOLE IN CLAMP
3/ SUPPLIED WITH A TYPE 'F"
i 3/8"-16UNC BLUNT
1.5' DIA DEBURRE POINT TAPPING SCREW
HOLE IN CLAMP I (PILGT HOLE TO BE
FIELD DRILLED)
NOTCH OR DRILL ,
FOR DRAINAGE i" DIA HOLE W/GROMMET
IN POLE (FIELD DRILLED)
CLAMP DETAIL
NOT TO SCALE
BACK CLAMP
r W14 BOLTS
(ASTM A-307)
ALBERT A. WEBB ASSOCIATES
CIVIL ENGINEERS
3788 McCRAY ST. RIVERSIDE. CA. 92506
PH. (909) 686-1070 FX. (909) 788-1256
" 94440
SENSOR
1)
SENSOR TABLE
UNIT
CONDUCTOR
SCHEDULE
OPERATION
NO.
CIRCUIT
1
6J3U
EXTENSION
RUNS
A
2
POLE A-
NORMAL
-
i
1
111 U
NORMAL
3
POLE B
1
1
1
i
- -
-
C
POLE C
2
214L
I
6
4
-
C.
POLE D
-
-
5JOU
NORMAL
8
-
12-
-P13LE E
-
-
2
416U
COUNT
-
#14
POLE F
1
=
TOTAL
1
2
3
7
4 3
1 -
POLE A
-
-
1
I
- -
- -
M
POLE B
!
1
1
1
- -
- -
C
POLE C
-
-
-
!
POLE II
C.
POLE E-
3-
POLE F-
#14
—
—
—
—
— —
— —
TOTAL
1
2
3
6
3 21
1 -
I.LS N.S.
2
2
2
-
2 2
2 -
R E. CONTROL
12
_
-
_
- -
- -
TOTAL
2
2
-
LUMINAIRE
2
2
2
-
2 2
2
SIGNAL COMMON
-
-
-
-
- -
- -
10
TOTAL-
QJ i DETECTOR
-
-
-
2
2 2
2 -
0 2 DETECTOR
-
-
-
3
3 -
-
03 DETECTOR
-
-
-
-
- -
-
4 DETECTOR
-
2
2
E
- -
- -
DL-
05 ETECTOR
-
-
-
2
2 -
- -
0 6 DETECTOR
-
-
-
3
3 3
3 -
0 DETECTOR
-
-
-
-
- -
- -
�f DETECTOR
-
-
-
-
- -
- -
TUTAL
-
2
2
12
10 5
5 -
ElERGENCY PRE-EWTQyP({ pxD
3
2 2
1 -
CONDUIT SIZE CINCH)
3'
3'
3'
2-4'
2-3' 2-3'
3' -
NOTE CONDUCTOR SCHEDULE PROVIDED AS AN INSIALUIIMW UUl= AM/ T-
IT SHALL ITE THE RESPON DUTY OF THE CONTRACTOR TO PROVIDE
THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION.
CONTRACTOR SHALL ABANDON EXISTING CONDUITS AND INSTALL
CONDUITS 1 THROUGH 7 AND AS SHOWN ON THE PLANS. CONTRACTOR
REMOVE AND REPLACE ALL EXISTING CONDUCTORS AND LOOP
DETECTOR CABLES
s + e
Fes"," �` / • .
REMOVABLE
CAP
THIRD TAE
7/16- DIA HOLE IN CLAMP
3/ SUPPLIED WITH A TYPE 'F"
i 3/8"-16UNC BLUNT
1.5' DIA DEBURRE POINT TAPPING SCREW
HOLE IN CLAMP I (PILGT HOLE TO BE
FIELD DRILLED)
NOTCH OR DRILL ,
FOR DRAINAGE i" DIA HOLE W/GROMMET
IN POLE (FIELD DRILLED)
CLAMP DETAIL
NOT TO SCALE
BACK CLAMP
r W14 BOLTS
(ASTM A-307)
ALBERT A. WEBB ASSOCIATES
CIVIL ENGINEERS
3788 McCRAY ST. RIVERSIDE. CA. 92506
PH. (909) 686-1070 FX. (909) 788-1256
" 94440
SENSOR
1)
SENSOR TABLE
UNIT
CHANNEL IDEFECTOR
OPERATION
NO.
I
1
6J3U
EXTENSION
1
2
6J3L
NORMAL
2
2
1
111 U
NORMAL
3
2
1190
COUNT
4
3
1
212U
1EXTINSION
5
2
214L
NORMAL
6
4
1
Situ
NORMAL
7
2
5JOU
NORMAL
8
5
1
416L
NORMAL
9
2
416U
COUNT
10
6
BENCHMARK:
SEE STREET PLAN
PREPARED BY: R.0 E. NO. C65078 I SCALE: AS SHOWN
H V:
4" DATE: 3-(2.p 3 DATE 6-30-03
1/4"
CLAMP
PP 17080 IP 020142
COUNTY OF RIVERSIDE
TRAFFIC SIGML PLAN
in" BLVDAA ME ST.
NSA FOR: PALN DEFEAT I W.Q. FILETNO+
OEVELQPFENT 01-00 6 i
SHEET NO.
CF
2