HomeMy WebLinkAboutS-070604it
a =
NZN�i
�u
O J
v�
2� WZ
�o 0
0
5 "MIN.
O�
PRECAST
CONC. BASE
(OPTIONAL)
METRO STD. N i
FRAME 8 COVER
CROWN ELEVS. TO • _
MORTAR
BE EQUAL �
CONC. ADJUST /NG TYP LATERAL
6. ,: o ONNECT /ON
BLOCKS
.. FORM RECESS TO
2L 0 D /A. MATCH PRECAST I!
JD/NT I . I o J
— -- °..I I : !: �
SEE DETAIL A13 :
ACCEPTABLE o
CONNECT /ON 40,i Z
4'0D /A. �W
BASE - SECTION W OL
METRO STD DIMENSIONS a
REINFORCING STEEL FOR STANDARD TYPE C MANHOLES
FRAME 8 COVER
r1t
MUNIC PALITY OF -7 METR0PO'L,ITAN
REINFORCING BARS
Q^ = CONC. DIMENSIONS
�r
BOTTOM SLAB
SIDE WALLS
TOP SLAB
Id- 3d
50'
CONC. ADJUSTING w
0 z
„ „
T
., r,
W
„ „
r, .,
V
�, ��
S
.. „
R
„ „
X
.. ..
Y
„ It
Z
— BLOCKS o A B E F G J
N_ a
LENGTH
N° a -
LENGTH
N° a #
LENGTH
N °a #
LENGTH
N° a #
LENGTH
N°8k #
LENGTH
N° a *
LENGTH
N °a #
LENGTH
N °a #
LENGTH
TYPICAL BELL TYP /CAL RUBBER
CAST FOR FLEXIBLE GASKET JD /NT.
O
*`•
z
4' 11
10 #4
6' II
3 #5
4' -II
4 #5
13"
6' -I
2 #5
12"
3' -10
2 #5
3' -I
30015
4
#5
1T7
PRECAST 54' 10' -3d 6' -6 7' -4 12" 14' 121'1 8"
8 #5
4�
11
6
4
6'-I
18 #5
2� 0DIA. SLAB 31'- 50' 6' -6 7' -7 15
9 6
3' -8
24' -I I
6' -1
22 *5
7' 2
3# 5
31'- 50'
6' -1
9' -8
3' -10
15"
I2# 6
6#4
8' -3
17L7
57 10'- 30 6-9 7 -7 127
845
9'-3
6 -4
20 #5
7 -2
3#5
4# 5
6 -4
;
;:
4 -2
"
18 MAX.
I
_
`
SHELF
SLOPE,
_ ,.i
18 -6
-6
:, �, t. ' : ', : •':. 31'- 50' 6' -9 7' -10 15"
9 * 6
9� 2
Id- I
6' -4
22 #5
10# 5
7' -5
3#6
32# 5
6' -4
7 * 5
4 -2
8 -9
7- 11
18'
. 60" Id- 30' 7' -0 7' -10 12"
9#5
'
26 -9
TOP HALF OF PIPE TO B I
(
6-7
20 #5
: ;
/N /2"
7' -5
'
4#5
#
31 -50
9 -2
6' -7
��
13
,�
15
4' -6
4' -6
12 #6
8 -9
324 5
19 -5
14 -5
31'- 50' 7' -0 6-1 15"
10# 6
7 #6
6' -7
24 *5
7 8
4 6
3 =8
26=9
6' 7
T UR
REMOVED TO CON 0 I TYPICAL LATERAL
s
STD. 4.0 DIA. '
63 Id -30 7-3 8 -I 12'
9 #5
6 -10
225
7 -8
4 #5
6 -10
4 -10
20-4
'
HALLOW TYPE 26'D /A. 31'- 50' 7� 3 8' -4 15"
10 6
6' -10
24# 5
7' -11
4#6
6' -10
4' -10
20' -4
66" 10'- 3d 7' -6 8'-4 12
100 5
7 -1
22 *5
7' -11
5 # 5
#
7' -1
-1
5' -3
5-3
21'3
21' -3
31'- 50' 7' -6 8' -7 15"
11-# 6
7' I
26# 5
Y -2
5 6
7'
69" Id- 3d 7� 9 8' -7 12"
10# 5
7L4
2445
8' -2
5 # 5
7� 4
5' -7
22' -2
-2
_
31'- 5d 7' -9 8' -10 15
11 #6
7L4
26# 5
8'-5
5 * 6
7'4
5-7
22'
MORTAR OF /NS /DE OF M.H. BROKEN , - ;.; : �� ;'::;,e: _ 9d' 10'• 30' 9' -10 Id-9 14" 16''' 14" 10# 5 9 -5 26 #-6 10 -4 7# 5 9 -5 3 t0 28 -7
CONNECT /ON �I = ""
SLOPE
■
r1t
MUNIC PALITY OF -7 METR0PO'L,ITAN
` :r':
6!0 0 1A.
' '
•'
t)PAWN ____
72"
Id- 3d
50'
8' -0
9 -0
8' -10
-1
12"
14"
12"
15"
8"
10# 5
12# 6
4' -11
w Mc,rppol.roi�
7' 7
7� 7
24 *5
28# 5
4' -11
10# 4
8' -5
8'-8
6# 5
6# 6
4'-II
tk:
7 -7
7' -7
5 -I I
5' -I I
3'- I
2�- I
23' -I
TYPICAL BELL TYP /CAL RUBBER
CAST FOR FLEXIBLE GASKET JD /NT.
O
*`•
z
0"
78"
31'-
10'- 30'
8'- 8
9'
9'- 7
13"
15"
14"
12"
10# 5
5'- 7
g -3
30015
5'- 7
12 4
9'- 2
6 5
5' -7
8,-3
7L3
3' -8
24' -I I
JOINT. I I
MORTAR
31'- 50'
8' -8
9' -8
15"
I2# 6
6#4
8' -3
3005
9'-3
6#6
8' -3
7' -3
4# 5
24-I
;
;:
"
18 MAX.
I
_
`
SHELF
SLOPE,
_ ,.i
84"
10"- 3d
9� 2
Id- I
„
14��
10# 5
7#4 4
8' -9
32# 5
, _
9 8
7 * 5
8 -9
7- 11
l
6 5
'
26 -9
TOP HALF OF PIPE TO B I
(
: ;
/N /2"
31 -50
9 -2
10-2
��
13
,�
15
15
12 #6
8 -9
324 5
9' -9
7 #6
8' -9
3 =8
26=9
T UR
REMOVED TO CON 0 I TYPICAL LATERAL
.
MORTAR OF /NS /DE OF M.H. BROKEN , - ;.; : �� ;'::;,e: _ 9d' 10'• 30' 9' -10 Id-9 14" 16''' 14" 10# 5 9 -5 26 #-6 10 -4 7# 5 9 -5 3 t0 28 -7
CONNECT /ON �I = ""
fUGtS /U tlt YLfIS/th'-
£O SMOOTH WITH — —
MORTAR. TYP /CAL i
OF ALL MANHOLES
Z
,
I= ` : ° 1 t: •': 31'- 50' V -10 10 -10 15 12# 6 9-5 26 *6 10-5 7 # 6 9 -5
I%. Q� 'oj "� I o.: I :I r' 96" 10' -30' 10' -4 II'3 14" 11 #5 Y -I1 28 #6 10' -t0 8 #5 9'-II 30' -5
U W�, •• , f Q
31'-5d 10'-4 11'-4 14" 16" 15" 13* 6 9' -i 1 2846 10' 11 7 6 9 -I i
O I I - ' • I I.: 102" 10'- 3d I I' -O I I'10 15" 17" 14" 11 * 5 10' -7 32* 6 1 I'- 5 10# 4 10' -7 32= 3
* _ -
`I:• 31'- 50' 11'-0 II' -II 15 144 6 7#4 10'-7 32V-6 12 *4 11'-6 8 6 Id -7 3-10 32'-3
J
pZ "I I • V I
108 Id -30 1I -6 12 -4 14 12 #5 5 #5 II -1 36 #6 14#4 1I II I1#4 1I I 3 II 34' -I
31'- 50' 11 -6 12L-5 15" 17" 15" 14# 6 1 1' -1 36* 6 12' -0 9 # 6 I I'- I 3' -I I 34'- I
BELLS SHALL BE ' ;� I : �;.. ;� I ,
CAST INTO PRE- ��j 0 ? {_ . '.i ` : I 'i''' 120" 10'- 30' W-8 13=6 16" 18" 14' 1345 12' -3 42 #6 13- I 12 # 4 12' -3 4'- 1 37 -9
CAST MANHOLE - FOR AN ACCEPTABLE • ' L — = - = -"`'s' ' = — -= - --1 . 31'-5d I2 -8 13 -7 16 18 15 15# 6 5* 5 12 -3 42 6 14 4 13-2 I I 6 12' -3
BASE BY MANHOLE FLEX /BLE JOIN a ::� , : :G ; = e; ' :: ,. ;,
• 132" 10'- 30' 13=10 14' -8 17" 19" 14" 16* 5 6# 5 13� 5 50 *6 16 *4 14'-3 13 4 IS -5 4' -2 41' -5
MANUFACTURER _ _ ALTERNATE, SEE 311- 50' 13=10 14' -9 17" 19" 15" 16# 6 13'-5 506 14' -4 12# 6 13' -5 4' -2 41' 5
DETAIL BELOW. 7-I0
PRECAST CONC. 144 10� -30 15� 0 15-10 18�� 20 14" �� 15# 5 � 14 -7 404' 7 � 15_5 14 *4 � 14� -7 4'x_3 45�_I
PREcAsr coNL)� 31 -5d' 15 -0 15-11 18 20 15 12 17 #6 5 -7 6 #5 14 -7 40 *7- 5 7 16#4 15-6 13 #6 5 -7 4#5 14 -7 2 * 5 7'II 2 #5 4'-3 6 #5 46-1
BASE BASE PLAN
RISER SHAFT TO E STD. M.H. RISER SHAFT TO BE STD. M.H.
TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE TYPE A, WITHOUT BASE TYPE A. WITHOUT BASE
"Y"BARS o 'X "BARS
DETAIL 24" TO 48" (INCLUSIVE) "R"BARS I - I , I 1= 's "eARs
STANDARD TYPE A PRECAST MANHOLE
8" TO 21" (INCLUSIVE)
FINISH GRADE GROOVE FOR 48
M.H. SECT /ON
PIPE MORTARED INTO
i W
BARREL OF M.H.
l
\ �\ i� PLACE APPROVED PLUG
Q FOR FUTURE PIPE
MORTAR DAM INVERT TO
SPRING LINE 2 "THICK- ----_'
8 " THICK SLAB
.. 9;:. W/REINF. PLACED
?"CLEAR OF
.. • , REVERSE WYE BOTTOM FACE
SP /GOT L ENGTH t 2" "Z "BARS
6 MIN /MUM "CLEAR .
WALL OF MH.
•� SIN % "M /N. SIZED STL JO /NT SLEEVE -4
5 /g "0 BARS 3760 2 x 4 13/ WWF FASTENED TO
SLEEV AT PLANT
CEMENT MORTAR PLACED IN FIELD
D
ASPHALT JOINT FILLER
P /PE RUBBER GASKET
11 I
TYPICAL FLEXIBLE JOINT
,.
POUR CONC. TO 72" T O 48"
6 "M /N. CONC. o► I j .:;;' Cl�1LIPACTEO F/LL REDUCING S L A B
COVER I o. OR ORIGINAL GND.
�= ��I • ' F 2" TYP
1 i 6. 'MIN. COVER c »
I , _ B THICK S� AB W /RE /NF
I I ° PLACED 2 CLEAR OF
I ' = DROP PIPING TO BE SAME
SIZE AS INTERCEPTED BOTTOM FACE-\ _ �►
�o
I _ SEWER
- PIPE MORTARED INTO
BARREL OF M H.
DETAIL 3
-518"0 BARS
I STANDARD DROP CONNECTION
,./
FLEX /BLE
JOINT SEE /
DETAIL
�T "BARS
.A
i�
SA'GOT END WIT!•/
ACCEPTABLE R -4 JT
,
"R "BARS = _
PRECAST CONE OR oR
v 1 .c avrA
SLOPE
■
■
MUNIC PALITY OF -7 METR0PO'L,ITAN
I "/N /2"
METROPOLITAN ENGINEERS
t)PAWN ____
BROWN AND CALDWELL CAREY AND KRAMER
,.l.itiMiTTED
RFC(JMME(vOEU-
F
nFFkr )VtU-
�
l" .0
CHECKED_R, -CPV__
HILL AND INCiMAN R W BECK AND ASSOCIATES
_ __
Des. n rc in _r Merro .olir�n F n. in ter •,
9 E Ee
_
Prc„ecr En one r - Me'�o ,oi�lo�� F r. rec�,
q q
Chef �nP - P�prr . ;pl.inr, F -ny ,c e� °.
q F
w Mc,rppol.roi�
..•
tk:
z
0"
a-
rw 'AN V1111ANXIF,
5!-4
_
fUGtS /U tlt YLfIS/th'-
£O SMOOTH WITH — —
MORTAR. TYP /CAL i
OF ALL MANHOLES
Z
,
I= ` : ° 1 t: •': 31'- 50' V -10 10 -10 15 12# 6 9-5 26 *6 10-5 7 # 6 9 -5
I%. Q� 'oj "� I o.: I :I r' 96" 10' -30' 10' -4 II'3 14" 11 #5 Y -I1 28 #6 10' -t0 8 #5 9'-II 30' -5
U W�, •• , f Q
31'-5d 10'-4 11'-4 14" 16" 15" 13* 6 9' -i 1 2846 10' 11 7 6 9 -I i
O I I - ' • I I.: 102" 10'- 3d I I' -O I I'10 15" 17" 14" 11 * 5 10' -7 32* 6 1 I'- 5 10# 4 10' -7 32= 3
* _ -
`I:• 31'- 50' 11'-0 II' -II 15 144 6 7#4 10'-7 32V-6 12 *4 11'-6 8 6 Id -7 3-10 32'-3
J
pZ "I I • V I
108 Id -30 1I -6 12 -4 14 12 #5 5 #5 II -1 36 #6 14#4 1I II I1#4 1I I 3 II 34' -I
31'- 50' 11 -6 12L-5 15" 17" 15" 14# 6 1 1' -1 36* 6 12' -0 9 # 6 I I'- I 3' -I I 34'- I
BELLS SHALL BE ' ;� I : �;.. ;� I ,
CAST INTO PRE- ��j 0 ? {_ . '.i ` : I 'i''' 120" 10'- 30' W-8 13=6 16" 18" 14' 1345 12' -3 42 #6 13- I 12 # 4 12' -3 4'- 1 37 -9
CAST MANHOLE - FOR AN ACCEPTABLE • ' L — = - = -"`'s' ' = — -= - --1 . 31'-5d I2 -8 13 -7 16 18 15 15# 6 5* 5 12 -3 42 6 14 4 13-2 I I 6 12' -3
BASE BY MANHOLE FLEX /BLE JOIN a ::� , : :G ; = e; ' :: ,. ;,
• 132" 10'- 30' 13=10 14' -8 17" 19" 14" 16* 5 6# 5 13� 5 50 *6 16 *4 14'-3 13 4 IS -5 4' -2 41' -5
MANUFACTURER _ _ ALTERNATE, SEE 311- 50' 13=10 14' -9 17" 19" 15" 16# 6 13'-5 506 14' -4 12# 6 13' -5 4' -2 41' 5
DETAIL BELOW. 7-I0
PRECAST CONC. 144 10� -30 15� 0 15-10 18�� 20 14" �� 15# 5 � 14 -7 404' 7 � 15_5 14 *4 � 14� -7 4'x_3 45�_I
PREcAsr coNL)� 31 -5d' 15 -0 15-11 18 20 15 12 17 #6 5 -7 6 #5 14 -7 40 *7- 5 7 16#4 15-6 13 #6 5 -7 4#5 14 -7 2 * 5 7'II 2 #5 4'-3 6 #5 46-1
BASE BASE PLAN
RISER SHAFT TO E STD. M.H. RISER SHAFT TO BE STD. M.H.
TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE TYPE A, WITHOUT BASE TYPE A. WITHOUT BASE
"Y"BARS o 'X "BARS
DETAIL 24" TO 48" (INCLUSIVE) "R"BARS I - I , I 1= 's "eARs
STANDARD TYPE A PRECAST MANHOLE
8" TO 21" (INCLUSIVE)
FINISH GRADE GROOVE FOR 48
M.H. SECT /ON
PIPE MORTARED INTO
i W
BARREL OF M.H.
l
\ �\ i� PLACE APPROVED PLUG
Q FOR FUTURE PIPE
MORTAR DAM INVERT TO
SPRING LINE 2 "THICK- ----_'
8 " THICK SLAB
.. 9;:. W/REINF. PLACED
?"CLEAR OF
.. • , REVERSE WYE BOTTOM FACE
SP /GOT L ENGTH t 2" "Z "BARS
6 MIN /MUM "CLEAR .
WALL OF MH.
•� SIN % "M /N. SIZED STL JO /NT SLEEVE -4
5 /g "0 BARS 3760 2 x 4 13/ WWF FASTENED TO
SLEEV AT PLANT
CEMENT MORTAR PLACED IN FIELD
D
ASPHALT JOINT FILLER
P /PE RUBBER GASKET
11 I
TYPICAL FLEXIBLE JOINT
,.
POUR CONC. TO 72" T O 48"
6 "M /N. CONC. o► I j .:;;' Cl�1LIPACTEO F/LL REDUCING S L A B
COVER I o. OR ORIGINAL GND.
�= ��I • ' F 2" TYP
1 i 6. 'MIN. COVER c »
I , _ B THICK S� AB W /RE /NF
I I ° PLACED 2 CLEAR OF
I ' = DROP PIPING TO BE SAME
SIZE AS INTERCEPTED BOTTOM FACE-\ _ �►
�o
I _ SEWER
- PIPE MORTARED INTO
BARREL OF M H.
DETAIL 3
-518"0 BARS
I STANDARD DROP CONNECTION
,./
FLEX /BLE
JOINT SEE /
DETAIL
�T "BARS
.A
i�
SA'GOT END WIT!•/
ACCEPTABLE R -4 JT
,
"R "BARS = _
PRECAST CONE OR oR
v 1 .c avrA
=J
VERTICAL SEC /O {� 'Z "BARS. TABLE GAES REOD
IN FULL MORTAR BED, 3� W BARS 3 CIRCUMFERENCE LENGTH. LAP I NY "BARS T BARS
STRIKE JOINTS FLUSH S BARS
EQUAL 24 d FOR ALL SPLICES. EQUAL SPACES
SPA CES M rE- WHERE T BARS ENCROACH A
4' -D ON JT. SLEEVE, BEND DOWN AS
VERT /CAL SECTION # 5x /' 3 INDICATED B ADD LENGTH AS p L A N
P SPACERS REOD TH /S NOTE I
6"TYP.
Q /5 "0%. SECTION 2 ALSO APPLIES TO STANDARD TYPE C MANHOLE SECTION
SECT 0 3 "U' BARS, " TO 144" (INCLUSIVE) 3
NOTES 54
I. WHEN CLEAR HEIGHT INSIDE MANHOLE IS LESS
THAN 7 FEET, PLACE ADJUSTING BLOCKS D /R- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT
ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE
HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL
BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RESIN COATING, PITT CHEM. TA RISE T OR
2 MANHOLE STEPS ARE NOT* REOU /RED. INERTOL PDXI TAR, 15 MIL MIN. THICKNESS.
3 PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102
� XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBM /T
DESIGN DRAWINGS FOR APPROVAL.
2»T° 4. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED.
MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND
ONE AND ONE HALF PARTS CLEAN MASONRY SAND
BARS
2 5 ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FL EXIBL E
JOINTS PER TYPICAL DETAIL.
72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB
■
■
MUNIC PALITY OF -7 METR0PO'L,ITAN
i1F -
METROPOLITAN ENGINEERS
t)PAWN ____
BROWN AND CALDWELL CAREY AND KRAMER
=J
VERTICAL SEC /O {� 'Z "BARS. TABLE GAES REOD
IN FULL MORTAR BED, 3� W BARS 3 CIRCUMFERENCE LENGTH. LAP I NY "BARS T BARS
STRIKE JOINTS FLUSH S BARS
EQUAL 24 d FOR ALL SPLICES. EQUAL SPACES
SPA CES M rE- WHERE T BARS ENCROACH A
4' -D ON JT. SLEEVE, BEND DOWN AS
VERT /CAL SECTION # 5x /' 3 INDICATED B ADD LENGTH AS p L A N
P SPACERS REOD TH /S NOTE I
6"TYP.
Q /5 "0%. SECTION 2 ALSO APPLIES TO STANDARD TYPE C MANHOLE SECTION
SECT 0 3 "U' BARS, " TO 144" (INCLUSIVE) 3
NOTES 54
I. WHEN CLEAR HEIGHT INSIDE MANHOLE IS LESS
THAN 7 FEET, PLACE ADJUSTING BLOCKS D /R- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT
ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE
HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL
BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RESIN COATING, PITT CHEM. TA RISE T OR
2 MANHOLE STEPS ARE NOT* REOU /RED. INERTOL PDXI TAR, 15 MIL MIN. THICKNESS.
3 PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102
� XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBM /T
DESIGN DRAWINGS FOR APPROVAL.
2»T° 4. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED.
MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND
ONE AND ONE HALF PARTS CLEAN MASONRY SAND
BARS
2 5 ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FL EXIBL E
JOINTS PER TYPICAL DETAIL.
S E A/T TL F7
NO SCALE
For Murw i(nilii j ,:• V- .'•",r�000', -a,0' t.
AS CONSTRU CTE D
.DATE JINN 10)(09
TUKWILA INTERCEPTOR
;„ E R 2I8 B_- R E NTON
SYSTEM SANITARY SEWER MANHOLES
DATE �IUNE 19.67
R F /�C'
72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB
-Irl/
MUNIC PALITY OF -7 METR0PO'L,ITAN
i1F -
METROPOLITAN ENGINEERS
t)PAWN ____
BROWN AND CALDWELL CAREY AND KRAMER
,.l.itiMiTTED
RFC(JMME(vOEU-
F
nFFkr )VtU-
�
l" .0
CHECKED_R, -CPV__
HILL AND INCiMAN R W BECK AND ASSOCIATES
_ __
Des. n rc in _r Merro .olir�n F n. in ter •,
9 E Ee
_
Prc„ecr En one r - Me'�o ,oi�lo�� F r. rec�,
q q
Chef �nP - P�prr . ;pl.inr, F -ny ,c e� °.
q F
w Mc,rppol.roi�
S E A/T TL F7
NO SCALE
For Murw i(nilii j ,:• V- .'•",r�000', -a,0' t.
AS CONSTRU CTE D
.DATE JINN 10)(09
TUKWILA INTERCEPTOR
;„ E R 2I8 B_- R E NTON
SYSTEM SANITARY SEWER MANHOLES
DATE �IUNE 19.67
R F /�C'
wu
o
-o
��s G /STE��V��cv
-
W
NAL
0_VriNL, ��.iIMfiE R
sl
3
'HEFT NUMBER
-3 _ o f _I I