HomeMy WebLinkAbout481 Buck Island Rd. Site Detailsa
b
NOTES
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN.
2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF
THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT
STRENGTH M SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY
COMPONENT OF THE SYSTEM SUB ECT M VEHICULAR TRAFFIC MUST
COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS.
3) ALL GRAVITY SEWER PIPE SHALL BE r DIA. SCH 40 PVC UNLESS OTHERWISE
NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT.
4) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL
FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF
HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR
M CONSTRUCTION.
5) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES
CHANGES IN DESIGN.
6) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR M EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE
WORK AREA DURING CONSTRUCTION.
7) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE
OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED.
HYDRANT INSTALLATION
NOT TO SCALE
UNDISIURSED Sr • -Ea
TEES DEAD
ENDS
VALVES
9D'
BENDS
45'
BEHDS
.. -
111/4'
BENDS
4
20
- ..
20
:,.
20
6
25
3.6
BLOCK
20
20
8
I
6.2
c SEND
!r
PIPE SEND
10
6.5
9.2
I.; L
A 111
26
1�
12
.PLAN
126
�i
�Oi,�`,� i?iii ilii i�i",�Ti•;,'�`iiii`i::i i;`T`i� •�
1 20
•
r : E. SIDE .MUNCH
7.67
SEWER MANHOLE
CONCRETE
F.G.
8.37
8.27
• M RETE THRUST'
BLOCKTHRUST
SMH-6
PLUG.
� -
BLOCK
;: •=
't=�LLkG
SEWER MANHOLE
SMH-7
F.G.
9.34
PIPE TEE
9.24
' -�
,,
%
9.93
9.83
SEWER MANHOLE
SMH-9
F.G.
10.63
10.53
SEWER MANHOLE
SMH-10
F.G.
11.17
11.07
PLAN
-GRAVEL
5EUON
PIPE
DIAti9M
(INCHES)
TEES DEAD
ENDS
VALVES
9D'
BENDS
45'
BEHDS
221/2'
BENDS
111/4'
BENDS
4
20
20
20
20
20
6
25
3.6
20
20
20
8
4.4
6.2
13
20
20
10
6.5
9.2
&0
26
20
12
8.9
126
1 6.8
1 3.4
1 20
NOTES:
1. BEARING AREAS, BASED ON SOIL BEARING CAPACITY OF 4,000 PSF MINIMUM BEARING AREA IS 20 SQUARE FEET.
2 IF SOIL HAS DIFFERENT BEARING CAPACITY THAN NOTED, NEW BEARING CAN BE CALCULATED BY RATIO I.E., IF SOIL HAS BEARING OF 2,000 PSF,
UUL1iPLY TABULATED VALVE BY 4/2
3. TABLE IS FOR HORIZONTAL RESTRAINT ONLY.
4. VALUES SHOD! ARE FOR TEST PRESSURE OF 150 PSI WITH A 100 PSI SURGE ALLOWANCE.
5. THRUST BLOCK SHALL NOT BE PLACED AGAINST THE FOLLOWNG SOIL: j
A) PEAT, ORGANIC SILT AND ORGANIC SOILS;
B) SOFT CLAY;
C) RUBBISH FILL AND OTHER UNSUITABLE ARTIFICIAL FILL;
D) S HA7m-RED SHIALE;
E) INORGANIC SILT AND VERY FINE SANDS.
6. VMERE POSSIBLE, POUR CONCRETE ANCHOR BLOCKS AGAINST UNDISTURBED EARTH. OTHERWSE, PLACE COMPACTED BACKFILL USING GRAVEL AND
ML GRADED SAND AFTER REMOVING FORMS.
7. BACKFILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXNUM DRY UNIT VkEiGHT DETERMINED BY ASMI TEST DESIGNATION D-1557.
RM ALL FITTINGS TO BE PLACED ON WELL. CONSOLIDATED GRAVEL j
TYPICAL THRUST BLOCK PLACEMENT ON
BENDS, TEES AND PLUGS
°x ALL WATER MAIN AND FIXTURE INSTALLATIONS TO BE PERFORMED IN COMPLIANCE
WITH CURRENT TOWN WATER DEPARTMENT REQUIREMENTS AND PROTOCOL
A
w
R7 -8a
6"DIA. STEEL PIPE, 6' LONG
(18.97#/FT., 6.625' O.D.)
FILLED WITH 3000psi CONCRETE
PAINTED W/PRIMER AND
YELLOW PAINT
PAVEMENT
3000psl CONCRETE FOOTING
HANDICAP SIGN
NOT TO SCALE
b
0
SUBGRADE
COMMON FILL -COMPACT TO 959E
MAX. DRY DENSITY UNDER ROADS
& DRIVEWAYS & 90% MAX. DRY
DENSITY ELSEWHERE
CLEAN SAND FILL PLACED
& TAMPED BY HAND
PIPE
BEDDING DIA
VARIES
• • 1/2 PIPE DIA (HAUNCHING AREA)
6' IN EARTH
12" IN ROCK
12' TYP. 12" TYP,
UNDISTURBED FIRM MATERIAL
GENERAL NOTES:
1. FINISH GRADE MATERIAL VARIES (SEE SITE PLAN)
2. COMPACT SOIL IN MUNCHING ZONE TO 85% MAX DRY
DENSITY.
UTILITY TRENCH
NOT TO SCALE
23-5/8"
r
SECTION
TURFSTONE GRID PAVERS
j (NOT TO SCALE)
40% OPEN APERTURES FOR PLANT MATERIAL
DIMENSION: 3-9/16" X 3-9/16' SQUARE.
FILLED WITH 50/50 MIX OF SAND AND
ORGANIC SEED FREE COMPOST.
PRECAST TURFSTONE GRID PAVER
BY IDEAL BRICK OR APPROVED EQUAL
HYDROSEEDED PLANTED SQUARE FILLED WITH
50/50 MIX OF SAND AND ORGANIC FREE
COMPOST NOTED IN SPECIFICATIONS.
TURFSTONE GRID PAVER
1-1/2' COMPACTED NATIVE SAND
10' COMPACTED CRUSHED STONE, TO MEET
GRADES FOR PAVEMENT, SEE GRADING PLAN.
COMPACTED SUBGRADE
I
3/4" CHAMFER 4L TOP EDGES
i
694" 6/6 WW MESH
BITUMINOUS PAVEMENT
. d dd d .. •d V Z
oma- d �� d •T Q ..��
j
12 11 ° . co
COMPACTED GRANULAR
BASE (12' MIN).
COMPACTED SUBGRADE NOTES•
ALL CONCRETE TO BE 4,000psi WITH
MAXIMUM WATER CEMENT RATIO OF
0.45 AND AIR ENTRAINMENT.
DUMPSTER PAD
NOT TO SCALE
1 ..
I
FINISH GRADE
CONE
ECCENTRIC
(2' THRU 41)
I12" O.C. (TYP)
RISER SECTION 4'-0"0
i
BASE SECTION '
26" -DIA. HEAVY DUTY CAST IRON
FRAME AND COVER TO GRADE
ADJUST TO GRADE WITH BRICK
COURSES AS REQUIRED
BUM JOINT SEALANT (TYP)
_ 5"
PSX DIRECT DRIVE GASKET
MANUFACTURED BY PRESS -SEAL
! GASKET CORPORA11ON OR
APPROVED EQUAL AT ALL INLET
AND OUTLET CONNECTIONS (TYP.)
1/2"/FT
PIPE OPENINGS CAST TO PLAN
SSE NOTEM -DEFUAL TO PIPE DIAMETER
6" CRUSHED STONE
SEWER MANHOLE
(NOT TO SCALE)
SEWER MANHOLE: NOTES:
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60,
SPECIFICATION 0.12 SQ. IN/LINEAL FL
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS)
3. MANHOLE SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS".I
4. MORTAR SHALL CONFbRM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS.
FOR HIGHWAYS AND FRIDGES.
5. ONE POUR MONOLITHIC BASE SECTION.
6. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED.
7. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC.
8. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD
SPECS. FOR HIGHWAY AND BRIDGES.
9. PIPE TO MANHOLE CONNECTIONS SHALL BE MADE USING PSX POSITIVE SEAL CONNECTIONS AS
MANUFACTURED BY PIRESS-SEAL GASKET CORPORATION, OR EQUAL.
I
I
N s.
FLOW TO
es.
SMH
1, 22.5
IMAXIMUM 22.5' BEND
ON ALL SEWER PIPE
�E I
4" DIA. SCH 40
PVC BUILDING
SEWER PIPE
PROPOSED %//A
BUILDING
I
BUILDING SEWER DETAIL
(NOT TO SCALE)
r
WATER SUPPLY
SCH 40 PVC SLEEVE
j r SEWER PIPE
o
WATER SUPPLY SLEEVE - DETAIL
(NOT TO SCALE)
INSTALL, WATER SUPPLY LINES GREATER THAN 10' FROM ANY COMPONENT OF
SEWAGE! DISPOSAL SYSTEM. WHERE THE WATER MAIN CROSSES THE PROPOSED
8" DIA SEWER, PROVIDE A 20' SLEEVE OF SCHEDULE 40 PVC PIPE OVER EACH
WATER SUPPLY LINE. SLEEVES ARE TO BE CENTERED AT EACH CROSSING.
WATER SUPPLY NOTE:
INSPECTION NOTE
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
REQUIRED INSPECTIONS.
ISSUED FOR REGULATORY REVIEW 07/27/07
H OASTAL
NGINEERING
u OMPANY, M.
t
E 260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
SEAL
OF
f-+
0
zz
1
�o
er
U
Q Q
N v/1
� Q
o
� cn Q
� Q W
U
o A
d
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Q
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a �
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SCALE
AS NOTED
DRAWING FILE
C16755.dwg
DATE
7-27-07
DRAWN BY
SMR
CHECKED BY
o �
N
0
U
4*2 U
W 4 OF 4 SHEETS
u PROJECT NO.
v C16755.00
L
SCHEDULE OF WASTEWATER R
ELEVA TIONS
STRUCTURE
RIM
INV. IN
INV. OUT
DESCRIPTION
SMH-1
F.G.
9.46
9.36
SEWER MANHOLE
SMH-2
F.G.
8.5
8.4
SEWER MANHOLE
SMH-3
F.G.
7.5
7.4
SEWER MANHOLE
SMH-4
F.G.
7.77
7.67
SEWER MANHOLE
SMH-5
F.G.
8.37
8.27
SEWER MANHOLE
SMH-6
F.G.
8.87
8.77
SEWER MANHOLE
SMH-7
F.G.
9.34
9.24
SEWER MANHOLE
SMH-8
F.G.
9.93
9.83
SEWER MANHOLE
SMH-9
F.G.
10.63
10.53
SEWER MANHOLE
SMH-10
F.G.
11.17
11.07
SEWER MANHOLE
SMH-11
F.G.
11.56
11.46
SEWER MANHOLE
SMH-12
F.G.
12.13
12.03
SEWER MANHOLE
SMH-13 j
F.G.
12.63
12.53
SEWER MANHOLE
BUILDING SEWER
EXIT INVERT OUT OF
BUILDING
DESCRIPTION
UNIT 1A
10.80
4"
DIA. SCH 40 PVC PIPE
UNIT 18
10.42
4"
DIA. SCH 40 PVC PIPE
UNIT 1C
10.60
4"
DIA. SCH 40 PVC PIPE
UNIT 2A I
9.67
4"
DIA. SCH 40 PVC PIPE
UNIT 2B
9.29
4"
DIA. SCH 40 PVC PIPE
UNIT 2C
9.43
4"
DIA. SCH 40 PVC PIPE
UNIT 3A
8.85
4"
DIA. SCH 40 PVC PIPE
UNIT 3B
8.49
4"
DIA. SCH 40 PVC PIPE
UNIT 3C
8.60
4"
DIA, SCH 40 PVC PIPE
UNIT 4A
'
10.24
4"
DIA. SCH 40 PVC PIPE
UNIT 46
10.70
4"
DIA. SCH 40 PVC PIPE
UNIT 4C I
10.48
4"
DIA. SCH 40 PVC PIPE
UNIT 5A
10.75
4"
DIA. SCH 40 PVC PIPE
UNIT 5B
11.30
4"
DIA. SCH 40 PVC PIPE
UNIT 5C
11.32
4"
DIA. SCH 40 PVC PIPE
UNIT 6A
12.20
4"
DIA. SCH 40 PVC PIPE
UNIT 6B j
12.30
4"
DIA. SCH 40 PVC PIPE
UNIT 6C
12.30
4"
DIA. SCH 40 PVC PIPE
UNIT 7A I
12.71
4"
DIA. SCH 40 PVC PIPE
UNIT 7B I
13.05
4"
DIA. SCH 40 PVC PIPE
UNIT 7C I
12.77
4"
DIA. SCH 40 PVC PIPE
UNIT 8A
13.06
4"
DIA. SCH 40 PVC PIPE
UNIT 8B i
13.38
4"
DIA. SCH 40 PVC PIPE
UNIT 8C j
13.29
4"
DIA. SCH 40 PVC PIPE
NOTES:
1. BEARING AREAS, BASED ON SOIL BEARING CAPACITY OF 4,000 PSF MINIMUM BEARING AREA IS 20 SQUARE FEET.
2 IF SOIL HAS DIFFERENT BEARING CAPACITY THAN NOTED, NEW BEARING CAN BE CALCULATED BY RATIO I.E., IF SOIL HAS BEARING OF 2,000 PSF,
UUL1iPLY TABULATED VALVE BY 4/2
3. TABLE IS FOR HORIZONTAL RESTRAINT ONLY.
4. VALUES SHOD! ARE FOR TEST PRESSURE OF 150 PSI WITH A 100 PSI SURGE ALLOWANCE.
5. THRUST BLOCK SHALL NOT BE PLACED AGAINST THE FOLLOWNG SOIL: j
A) PEAT, ORGANIC SILT AND ORGANIC SOILS;
B) SOFT CLAY;
C) RUBBISH FILL AND OTHER UNSUITABLE ARTIFICIAL FILL;
D) S HA7m-RED SHIALE;
E) INORGANIC SILT AND VERY FINE SANDS.
6. VMERE POSSIBLE, POUR CONCRETE ANCHOR BLOCKS AGAINST UNDISTURBED EARTH. OTHERWSE, PLACE COMPACTED BACKFILL USING GRAVEL AND
ML GRADED SAND AFTER REMOVING FORMS.
7. BACKFILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXNUM DRY UNIT VkEiGHT DETERMINED BY ASMI TEST DESIGNATION D-1557.
RM ALL FITTINGS TO BE PLACED ON WELL. CONSOLIDATED GRAVEL j
TYPICAL THRUST BLOCK PLACEMENT ON
BENDS, TEES AND PLUGS
°x ALL WATER MAIN AND FIXTURE INSTALLATIONS TO BE PERFORMED IN COMPLIANCE
WITH CURRENT TOWN WATER DEPARTMENT REQUIREMENTS AND PROTOCOL
A
w
R7 -8a
6"DIA. STEEL PIPE, 6' LONG
(18.97#/FT., 6.625' O.D.)
FILLED WITH 3000psi CONCRETE
PAINTED W/PRIMER AND
YELLOW PAINT
PAVEMENT
3000psl CONCRETE FOOTING
HANDICAP SIGN
NOT TO SCALE
b
0
SUBGRADE
COMMON FILL -COMPACT TO 959E
MAX. DRY DENSITY UNDER ROADS
& DRIVEWAYS & 90% MAX. DRY
DENSITY ELSEWHERE
CLEAN SAND FILL PLACED
& TAMPED BY HAND
PIPE
BEDDING DIA
VARIES
• • 1/2 PIPE DIA (HAUNCHING AREA)
6' IN EARTH
12" IN ROCK
12' TYP. 12" TYP,
UNDISTURBED FIRM MATERIAL
GENERAL NOTES:
1. FINISH GRADE MATERIAL VARIES (SEE SITE PLAN)
2. COMPACT SOIL IN MUNCHING ZONE TO 85% MAX DRY
DENSITY.
UTILITY TRENCH
NOT TO SCALE
23-5/8"
r
SECTION
TURFSTONE GRID PAVERS
j (NOT TO SCALE)
40% OPEN APERTURES FOR PLANT MATERIAL
DIMENSION: 3-9/16" X 3-9/16' SQUARE.
FILLED WITH 50/50 MIX OF SAND AND
ORGANIC SEED FREE COMPOST.
PRECAST TURFSTONE GRID PAVER
BY IDEAL BRICK OR APPROVED EQUAL
HYDROSEEDED PLANTED SQUARE FILLED WITH
50/50 MIX OF SAND AND ORGANIC FREE
COMPOST NOTED IN SPECIFICATIONS.
TURFSTONE GRID PAVER
1-1/2' COMPACTED NATIVE SAND
10' COMPACTED CRUSHED STONE, TO MEET
GRADES FOR PAVEMENT, SEE GRADING PLAN.
COMPACTED SUBGRADE
I
3/4" CHAMFER 4L TOP EDGES
i
694" 6/6 WW MESH
BITUMINOUS PAVEMENT
. d dd d .. •d V Z
oma- d �� d •T Q ..��
j
12 11 ° . co
COMPACTED GRANULAR
BASE (12' MIN).
COMPACTED SUBGRADE NOTES•
ALL CONCRETE TO BE 4,000psi WITH
MAXIMUM WATER CEMENT RATIO OF
0.45 AND AIR ENTRAINMENT.
DUMPSTER PAD
NOT TO SCALE
1 ..
I
FINISH GRADE
CONE
ECCENTRIC
(2' THRU 41)
I12" O.C. (TYP)
RISER SECTION 4'-0"0
i
BASE SECTION '
26" -DIA. HEAVY DUTY CAST IRON
FRAME AND COVER TO GRADE
ADJUST TO GRADE WITH BRICK
COURSES AS REQUIRED
BUM JOINT SEALANT (TYP)
_ 5"
PSX DIRECT DRIVE GASKET
MANUFACTURED BY PRESS -SEAL
! GASKET CORPORA11ON OR
APPROVED EQUAL AT ALL INLET
AND OUTLET CONNECTIONS (TYP.)
1/2"/FT
PIPE OPENINGS CAST TO PLAN
SSE NOTEM -DEFUAL TO PIPE DIAMETER
6" CRUSHED STONE
SEWER MANHOLE
(NOT TO SCALE)
SEWER MANHOLE: NOTES:
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60,
SPECIFICATION 0.12 SQ. IN/LINEAL FL
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS)
3. MANHOLE SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS".I
4. MORTAR SHALL CONFbRM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS.
FOR HIGHWAYS AND FRIDGES.
5. ONE POUR MONOLITHIC BASE SECTION.
6. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED.
7. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC.
8. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD
SPECS. FOR HIGHWAY AND BRIDGES.
9. PIPE TO MANHOLE CONNECTIONS SHALL BE MADE USING PSX POSITIVE SEAL CONNECTIONS AS
MANUFACTURED BY PIRESS-SEAL GASKET CORPORATION, OR EQUAL.
I
I
N s.
FLOW TO
es.
SMH
1, 22.5
IMAXIMUM 22.5' BEND
ON ALL SEWER PIPE
�E I
4" DIA. SCH 40
PVC BUILDING
SEWER PIPE
PROPOSED %//A
BUILDING
I
BUILDING SEWER DETAIL
(NOT TO SCALE)
r
WATER SUPPLY
SCH 40 PVC SLEEVE
j r SEWER PIPE
o
WATER SUPPLY SLEEVE - DETAIL
(NOT TO SCALE)
INSTALL, WATER SUPPLY LINES GREATER THAN 10' FROM ANY COMPONENT OF
SEWAGE! DISPOSAL SYSTEM. WHERE THE WATER MAIN CROSSES THE PROPOSED
8" DIA SEWER, PROVIDE A 20' SLEEVE OF SCHEDULE 40 PVC PIPE OVER EACH
WATER SUPPLY LINE. SLEEVES ARE TO BE CENTERED AT EACH CROSSING.
WATER SUPPLY NOTE:
INSPECTION NOTE
THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S)
OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
REQUIRED INSPECTIONS.
ISSUED FOR REGULATORY REVIEW 07/27/07
H OASTAL
NGINEERING
u OMPANY, M.
t
E 260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
SEAL
OF
f-+
0
zz
1
�o
er
U
Q Q
N v/1
� Q
o
� cn Q
� Q W
U
o A
d
z
Q
a
w
U
O � W
a �
fi
SCALE
AS NOTED
DRAWING FILE
C16755.dwg
DATE
7-27-07
DRAWN BY
SMR
CHECKED BY
o �
N
0
U
4*2 U
W 4 OF 4 SHEETS
u PROJECT NO.
v C16755.00
L