HomeMy WebLinkAbout1007009 16 C604 Construction DetailsDIA.
MIN. TRENCH WIDTH
WALL
WT. SEC.
6'
A
8'
B
10"
C
12"
D
E
R -1
R -2
SKIRT
12
2
30'
530
4
64"
24
72"
48
7/8
72
7/8
24
10 1/16
9
3
1/2
15
2
1/4
740
6
27
46
73
30
12 1/2
11
3
1/2
18
2
1/2
990
9
27
46
73
36
15 1/2
12
4
21
2
3/4
1280
9
35
38
73
42
16 1/8
13
4
24
3
1520
9
1/2
43
1/2
30
73
1/2
48
16 11/16
14
4
1/2
27
3
1/4
1930
10
1/2
48
25
1/2
73
1/2
54
17 3/4
14
1/2
4
1/2
30
3
1/2
2190
12
54
19
3/4
73
3/4
60
18 5/16
15
5
33
3
3/4
3150
13
1/2
58
1/2
39
1/4
97
3/4
66
23 3/4
17
1/2
5
1/2
36
4
4100
15
63
34
3/4
97
3/4
72
24 1/16
20
5
1/2
42
4
1/2
5380
21
63
35
98
78
27 1/4
22
5
1/2
48
5
6550
24
72
26
98
84
28 1/8
22
5
3/4
54
5
1/2
8040
27
65
35
100
90
32 7/8
24
6
1/4
60
6
8750
30
60
39
99
96
36 3/4
24
6
3/4
66
6
1/2
10630
24
78
21
99
102
35 11/16
24
7
1/4
72
7
12520
34
78
21
99
108
38 5/8
24
7
3/4
78
7
1/2
14430
24
78
21
99
114
41 15/16
24
8
1/2
84
8
16350
24
78
21
99
120
44 13/16
24
9
PIPE DIAM.
MIN. TRENCH WIDTH
4"
21°
6'
23"
8'
26"
10"
2$"
12"
30"
15'
34"
18"
39"
24"
or
30'
58"
36'
64"
42'
72"
48'
80"
SC
88"
60'
96"
MAIN
LINE
DIMENSION "L"
(MINIMUM)
6"
35"
8"
36"
12"
39"
16"
42"
0
0
0
L_
(n
0
z
0
0
w
co
a_
0
rn
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0
0
co
0
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0
0
c
a)
I--
a_
0
0
a)
E
0
0
(NI
0
0
0-1-
0 0
J J
a)
0
In
3-
0
0
0
N
0
N
0
D
0
a)
-4-
O
3-
In
T
0
c
0
0
0
0
00
0)
c
O
a)
I rr)
rod
I
0
r 0
vi0
(D 0
O 0
N M
N 0
(.0 O 0
0
N 0 V)
ET A
0
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c
w
0
FINISH GRADE
CONCRETE THRUST
BLOCK
1 I 1 1 a -111=
II— I 1 =1
11= a.. 111=_I
11=111=111=11=i l I 1 111E-1
11 1 1 1 11 1 111 .,1 11 1 I 1 11=
1 =1I1 1I1 =111 11 I11 =1
111 —I—
1111 111='x 11 =111=11 =I
111 111-11 111 111-111=
1-1 I 111 -111 11- 111 —III
l ITI 1 j 1 -i 1 L 1 i- 111 -1
-1
=1
FIRE DEPARTMENT
5" STORZ CONNECTION
NOTE: RODDING AND /OR
THRUST BLOCKS FOR
MECHANICAL JOINT PIPE AS
REQUIRED BY LOCAL AUTHORITY
2' X 2' X 2' CONCRETE
AROUND PUMPER CONNECTION
r
CRUSHED STONE
DRAIN BED
FIRE DEPARTMENT CONNECTION
NO SCALE
0
i•D
I 2' —O"
OUTLET
PIPE
SEE PLANS FOR
CASTING TYPE
6" 1
24"
0
NOTE: 6" CONC. PRECAST OR
POURED IN PLACE
LET TYPE "J"
GRANULAR
BACKFILL REQ'D
AROUND BASE
BARREL
CONC. BLOCK
DRAIN
CONC. PAD
HYDRANT SHALL MEET LOCAL FIRE CODES AND
LOCAL WATER UTILITY SPECIFICATIONS
"L" (MIN.) OR
AS REQUIRED BY WATER UTILITY
CONC. COLLAR
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM OF 6' FROM ALL
DRIVEWAY OPENINGS
C -1 VALVE BOX
6" GATE VALVE
FIRE HYDRANT ASSEMBLY
NO SCALE
MAIN
6" HYD. BRANCH
MIN. COVER TO
RIGID PAVEMENT, H
t
SPRINGUNE
INITIAL BACKFILL
(B- BORROW OR #53 STONE MECHANICALLY COMPACTED TO
95% MIN SPD. OR #8 STONE WALED OR KNIFED INTO PLACE)
HAUNCH
(B- BORROW OR #53 STONE MECHANICALLY COMPACTED TO
854E MIN SF'D. OR #6 STONE WALED OR KNIFED INTO PLACE)
BEDDING
(B- BORROW OR #63 STONE E MECHANICALLY COMPACTED TO
95% MIN SPD. OR #8 STONE WALED OR KNIFED INTO PLACE)
SUITABLE
FOUNDATION
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 02321, 'STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS', LATEST ADDITION
4° FOR 12 "-24' PIPE
6' FOR 30 "-80' PIPE
6'
MIN. TRENCH WIDTH
NOTES: 1 (SEE TABLE)
MIN. COVER TO
FLEXIBLE PAVEMENT, H
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
REGULAR BACKFILL IN GREEN SPACE. IN AREAS
WITH IN 5' OF PAVEMENT USE GRANULAR
BACKFILL AS SPECIFIED BY DESIGN ENGINEER.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER
AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN
ENGINEER, THE TRENCH BOTTOM MAYBE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE B- BORROW, #63 STONE, OR 118 STONE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4' (100mm)
FOR 4 -24' (1 OOmm fi00mtn); 6' (150mm) FOR 30" -60" (750m-900mm).
5. INf11AL BACKFILL: SUITABLE MATERIAL SHALL BE B- BORROW, 853 STONE, OR #8 STONE IN THE PIPE ZONE EXTENDING NOT LESS THAN 8"
ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL
BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
8. MINIMUM COVER: MINIMUM COVER, H, IN NON- TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) 1812' FROM THE TOP OF PIPE TO
GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, 18 12'
UP TO 48" DIAMETER PIPE AND 24' OF COVER FOR 54' 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT
OR TO TOP OF RIGID PAVEMENT.
MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS
onummorm
'VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
2
REV.
MODIFIED
DESCRIPTION
RECOMMENDED MINIMUM TRENCH WIDTHS
JOB 0107
BY MANDOIrY
ADVANCED DRAINAGE SVBTEMB, INC. rADS') HAS PREPARED THIS DETAIL BASED ON IAFOIMMTIOM PROVIDED TO At THIS DRAWING IS
MENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS FMS NOT PERFORMED ANY ENGINEERING OR DEMON SERVICES FOR THIS
PROJECT, NOR HAS ADS It'C ENTLY VERIFED THE INFORMATION SUPPLED. THE INSTALLATION DETAILS PROVIOED HEREIN ARE GENERN.
RECOMMENDATION'S AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN BOWER SHALL REVIEW THESE DETAt S PRIOR TO
CONSTRUCTION. IT IS THE DEMON HERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE
APPLICABLE NATIONAL. STATEE, OR LOCAL REOUIR8NENTB MO TO ENSURE THAT T DETAILS PROVIDED FERENI AYE ACCEPTABLE FOR THIS
PROJECT.
10118/19
,A NTS
y 1 OF 1
GVIMMIBINSIOsummara9111■1311,1•11411•11UNIMMI•um.. Mien Mir MIMAR..111.1.0111.•
R
24"
SEE PLANS FOR
CASTING TYPE
6" #8 STONE BEDDING
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A"
(TYPICAL)
(12" TO 18" PIPES)
NO SCALE
NOTES:
54 OUTLET PIPE
9"
J
Pi J
PLAN VIEW
GROOVED END ON OUTLET END
TONGUE END ON INLET END
0
N
A
GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
*TOLERANCE 1±
12" C TO C
MAX. SPACING
NOTE: PI PR S .li.4. L CNFO i,2 OF SECTION E
t T .N 1 ,R C r TI H AN(OR HI--0 OR EQUVALENT
SECTION Y —Y
:1
F�
4: r "744 C
S(Q
PIPE
CULVERT
1 1/2"R
COMPUTED LENGTH OF CULVERT" 1
PAY LENGTH OF CULVERT
HOOK
12 "C. TO C. I
I MAX. SPACING
E 2T
SECTION A —A
ST 'AND .RL)
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
END SECTION
LENGTH (D)
SLOPE DETAIL
PRECAST CONCRETE END SECTION
NO SCALE
CONCRETE END
SECTION
CLASS !A"
3/4"x12" HOOK
BOLTS GALV.
0
N
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW UNES
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
APPROXIMATELY 10' -0 IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL. AND THE INTERNAL
DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE" A.S.T.M. DESIGNATION
C -76.
z
0
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0
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SHEET NO.
00
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H (c)
0 0
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0
ce
a
0
CNI
N
0
H
(1)
W
(n
CO
0
N
LU
0
0
ce
a
C604
SURFACE LIVE LOADING CONDITION
PIPE CLAM.
H 25
HEAVY CONSTRUCTION
(75T AXLE LOAD)"
1r 46"
12'
48"
54' 60'
24'
60'
0
0
0
L_
(n
0
z
0
0
w
co
a_
0
rn
•0
0
0
co
0
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0
(1)
0
0
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a)
I--
a_
0
0
a)
E
0
0
(NI
0
0
0-1-
0 0
J J
a)
0
In
3-
0
0
0
N
0
N
0
D
0
a)
-4-
O
3-
In
T
0
c
0
0
0
0
00
0)
c
O
a)
I rr)
rod
I
0
r 0
vi0
(D 0
O 0
N M
N 0
(.0 O 0
0
N 0 V)
ET A
0
Z 00
c
w
0
FINISH GRADE
CONCRETE THRUST
BLOCK
1 I 1 1 a -111=
II— I 1 =1
11= a.. 111=_I
11=111=111=11=i l I 1 111E-1
11 1 1 1 11 1 111 .,1 11 1 I 1 11=
1 =1I1 1I1 =111 11 I11 =1
111 —I—
1111 111='x 11 =111=11 =I
111 111-11 111 111-111=
1-1 I 111 -111 11- 111 —III
l ITI 1 j 1 -i 1 L 1 i- 111 -1
-1
=1
FIRE DEPARTMENT
5" STORZ CONNECTION
NOTE: RODDING AND /OR
THRUST BLOCKS FOR
MECHANICAL JOINT PIPE AS
REQUIRED BY LOCAL AUTHORITY
2' X 2' X 2' CONCRETE
AROUND PUMPER CONNECTION
r
CRUSHED STONE
DRAIN BED
FIRE DEPARTMENT CONNECTION
NO SCALE
0
i•D
I 2' —O"
OUTLET
PIPE
SEE PLANS FOR
CASTING TYPE
6" 1
24"
0
NOTE: 6" CONC. PRECAST OR
POURED IN PLACE
LET TYPE "J"
GRANULAR
BACKFILL REQ'D
AROUND BASE
BARREL
CONC. BLOCK
DRAIN
CONC. PAD
HYDRANT SHALL MEET LOCAL FIRE CODES AND
LOCAL WATER UTILITY SPECIFICATIONS
"L" (MIN.) OR
AS REQUIRED BY WATER UTILITY
CONC. COLLAR
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM OF 6' FROM ALL
DRIVEWAY OPENINGS
C -1 VALVE BOX
6" GATE VALVE
FIRE HYDRANT ASSEMBLY
NO SCALE
MAIN
6" HYD. BRANCH
MIN. COVER TO
RIGID PAVEMENT, H
t
SPRINGUNE
INITIAL BACKFILL
(B- BORROW OR #53 STONE MECHANICALLY COMPACTED TO
95% MIN SPD. OR #8 STONE WALED OR KNIFED INTO PLACE)
HAUNCH
(B- BORROW OR #53 STONE MECHANICALLY COMPACTED TO
854E MIN SF'D. OR #6 STONE WALED OR KNIFED INTO PLACE)
BEDDING
(B- BORROW OR #63 STONE E MECHANICALLY COMPACTED TO
95% MIN SPD. OR #8 STONE WALED OR KNIFED INTO PLACE)
SUITABLE
FOUNDATION
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 02321, 'STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS', LATEST ADDITION
4° FOR 12 "-24' PIPE
6' FOR 30 "-80' PIPE
6'
MIN. TRENCH WIDTH
NOTES: 1 (SEE TABLE)
MIN. COVER TO
FLEXIBLE PAVEMENT, H
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
REGULAR BACKFILL IN GREEN SPACE. IN AREAS
WITH IN 5' OF PAVEMENT USE GRANULAR
BACKFILL AS SPECIFIED BY DESIGN ENGINEER.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER
AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN
ENGINEER, THE TRENCH BOTTOM MAYBE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE B- BORROW, #63 STONE, OR 118 STONE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4' (100mm)
FOR 4 -24' (1 OOmm fi00mtn); 6' (150mm) FOR 30" -60" (750m-900mm).
5. INf11AL BACKFILL: SUITABLE MATERIAL SHALL BE B- BORROW, 853 STONE, OR #8 STONE IN THE PIPE ZONE EXTENDING NOT LESS THAN 8"
ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL
BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
8. MINIMUM COVER: MINIMUM COVER, H, IN NON- TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) 1812' FROM THE TOP OF PIPE TO
GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, 18 12'
UP TO 48" DIAMETER PIPE AND 24' OF COVER FOR 54' 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT
OR TO TOP OF RIGID PAVEMENT.
MINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONS
onummorm
'VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
2
REV.
MODIFIED
DESCRIPTION
RECOMMENDED MINIMUM TRENCH WIDTHS
JOB 0107
BY MANDOIrY
ADVANCED DRAINAGE SVBTEMB, INC. rADS') HAS PREPARED THIS DETAIL BASED ON IAFOIMMTIOM PROVIDED TO At THIS DRAWING IS
MENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS FMS NOT PERFORMED ANY ENGINEERING OR DEMON SERVICES FOR THIS
PROJECT, NOR HAS ADS It'C ENTLY VERIFED THE INFORMATION SUPPLED. THE INSTALLATION DETAILS PROVIOED HEREIN ARE GENERN.
RECOMMENDATION'S AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN BOWER SHALL REVIEW THESE DETAt S PRIOR TO
CONSTRUCTION. IT IS THE DEMON HERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE
APPLICABLE NATIONAL. STATEE, OR LOCAL REOUIR8NENTB MO TO ENSURE THAT T DETAILS PROVIDED FERENI AYE ACCEPTABLE FOR THIS
PROJECT.
10118/19
,A NTS
y 1 OF 1
GVIMMIBINSIOsummara9111■1311,1•11411•11UNIMMI•um.. Mien Mir MIMAR..111.1.0111.•
R
24"
SEE PLANS FOR
CASTING TYPE
6" #8 STONE BEDDING
NOTE: 5" CONC. PRECAST OR
POURED IN PLACE
INLET TYPE "A"
(TYPICAL)
(12" TO 18" PIPES)
NO SCALE
NOTES:
54 OUTLET PIPE
9"
J
Pi J
PLAN VIEW
GROOVED END ON OUTLET END
TONGUE END ON INLET END
0
N
A
GROOVE (OR TONGUE) TO
BE THE SAME AS ON
STANDARD REINFORCED
CONCRETE PIPE ASTM
DESIGNATION C 76
LONGITUDINAL SECTION
*TOLERANCE 1±
12" C TO C
MAX. SPACING
NOTE: PI PR S .li.4. L CNFO i,2 OF SECTION E
t T .N 1 ,R C r TI H AN(OR HI--0 OR EQUVALENT
SECTION Y —Y
:1
F�
4: r "744 C
S(Q
PIPE
CULVERT
1 1/2"R
COMPUTED LENGTH OF CULVERT" 1
PAY LENGTH OF CULVERT
HOOK
12 "C. TO C. I
I MAX. SPACING
E 2T
SECTION A —A
ST 'AND .RL)
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS.
END SECTION
LENGTH (D)
SLOPE DETAIL
PRECAST CONCRETE END SECTION
NO SCALE
CONCRETE END
SECTION
CLASS !A"
3/4"x12" HOOK
BOLTS GALV.
0
N
CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED
CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE,
A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER
OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW UNES
ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION
APPROXIMATELY 10' -0 IN LENGTH.
VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL. AND THE INTERNAL
DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE" A.S.T.M. DESIGNATION
C -76.
z
0
AS A Vt i
G Q QQ O\
Q
z
0
cn
I—
SHEET NO.
00
Z co
H (c)
0 0
UJ N
0
ce
a
0
CNI
N
0
H
(1)
W
(n
CO
0
N
LU
0
0
ce
a
C604