HomeMy WebLinkAbout0503003.17Wheat or Rye
Oats
Annual Ryegrass
Non - Irrigated*
Irrigated
Dormant
Seeding **
2 I 3
Temporary Seeding Dates
Permanent Seeding
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. - of- sra?rr±�ai�!!Fr!- a+ilratg on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake opera #ed across the sl�>pe as much os possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5 -3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection.
Mulch Rate
Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer
cleats driven up and down slope.
Figure 5 -2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
Ibs /acre Ibs /1000 well
- sq. ft� Droughty Drained Wet -
Level and Sloping, Open Areas
1. Tall Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover ** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 _4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5 -8.3 2 1
Emerald Crownvetch ** 10 .25 -
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2
* 1 - Preferred 2 -Will Tolerate ** Inoculate with specific Inoculant.
CROSSBARS
RcGUnrG ill FT nR
24"
Ili / f� LATHS
��� ��
SILT FENCE MATERIAL � %.�- SILT FENCE EXTENDS
� � 6" BELOW FINISHED GRADE
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NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
INLET PROTECTION -SILT FENCE
4
5 I 6
SILT FENCE
Irrigation needed during this period. To control
Silt Fence shall be a machine produced, non -woven geotextile of 100
erosion at times other than in the shaded areas,
MIN. 6" TOPSOIL
use mulch.
*
Late summer seeding dates may be extended 5 days
SYMBOL
if mulch is applied.
**
Increase seeding application by 509a
IN THE PUBUC R/W
FIGURE 5 -3
4 oz /syd
Temporary Seedings
Kind of Seed
1000 Sq. Ft. Acre Remarks
Wheat or Rye
3.5 lbs. 2 bu. Cover seed 1" to
Burst Strength .......................... ...............................
1 1/2" deep
Spring Oats
2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass
1 Ib. 40 lbs. Cover seed 1/4 "deep*
* Not necessary where mulch is applied.
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. - of- sra?rr±�ai�!!Fr!- a+ilratg on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake opera #ed across the sl�>pe as much os possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5 -3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection.
Mulch Rate
Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not
covered by erosion control blanketing. Mulch must be anchored using a mulch
anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer
cleats driven up and down slope.
Figure 5 -2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
Ibs /acre Ibs /1000 well
- sq. ft� Droughty Drained Wet -
Level and Sloping, Open Areas
1. Tall Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover ** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 _4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5 -8.3 2 1
Emerald Crownvetch ** 10 .25 -
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2
* 1 - Preferred 2 -Will Tolerate ** Inoculate with specific Inoculant.
CROSSBARS
RcGUnrG ill FT nR
24"
Ili / f� LATHS
��� ��
SILT FENCE MATERIAL � %.�- SILT FENCE EXTENDS
� � 6" BELOW FINISHED GRADE
�\W��
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
INLET PROTECTION -SILT FENCE
4
5 I 6
SILT FENCE
The Contractor shall confirm al earthwork quan sties
Silt Fence shall be a machine produced, non -woven geotextile of 100
polypropylene meeting the physical properties below.
MIN. 6" TOPSOIL
All stakes shall be 2" X 2" hardwood 36" toll with
24" tall lath stapled
to stakes over fabric as reinforcement.
SYMBOL
All silt fence shall be prefabricated by the supplier.
No field assembly
will be accepted.
IN THE PUBUC R/W
Fabric Weight ............................ ...............................
4 oz /syd
Grab Strength ........................... ...............................
Warp 125 lbs.
Elongation ................................. ............................... Warp 50
Trapezoidal Tear Strength ........ ...............................
50 lbs.
Burst Strength .......................... ...............................
200 psi
UV Resistance ........................... ...............................
> 70
A. 0. S .......................................... ............................... 50- 80
Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft
Sediment Retention .................. ............................... 75 q
Silt Fence Material
Stakes ®5' O.C.
Fence Post -�
contractor to verify all existing utilities and
MIN. 1.25 Bc+12' -
Ground Surface
Fence Post Should Silt Fence Material Should
be Buried 1' Below be Buried 6" Below Ground
Ground Surface Surface.
SILT FENCE DETAIL
NT5
1 3�'
�5 R•
3• REFLECnVE PAVDIENT
�►uRlcuic (coat -ww1E)
N �
u
2�/i� `'
HANDICAP PARKING SYMBOL
PA�RIDCIN�
The Contractor shall confirm al earthwork quan sties
z
NOTE: SEE PLAN fOR
SIDEIMALKS CONCRETE
MIN. 6" TOPSOIL
P� �
TO ENSURE GRASS
5' OR LESS �OVYT}I IF NOT
3' WIDE LINES
SYMBOL
�.
PAINTED BLUE
PA N
IN THE PUBUC R/W
Minor adjustments to the grades may be required to
�
�`o•
specifications. The Contractor shall notify in
shortages are encountered. It is recognized by the
I. subdrains -All subdrains shall be of the size
parties hereto that the calculations of the Engineer
s' -a'
in determining earthwork quantities shall be ac-
grades shown. All drains constructed off -site as
complished in accordance with the American Society of
part of the outlet drain will be located as shown.
Civil Engineers Standards for such calculations.
•
IWDTH VAPoES -SEE PLAN
J. Utilities - It shall be the responsibility of each
interpretations of soil borings ps the physical limits
7
NO SCALE
HANDICAPPED PARKING
SPACE &STRIPPING
NO SCALE
8 I 9
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No. 1772 -A
NEENAH CASTING
a 30" •�
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o •� I xa °
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(1) LINE 0.116 PIPE I `� o_
0
•a W.W.F.
•:A: •' •' a••:
•d. •:. 6"
•4: •::a••.'• •�D:: �: •�•• •••' •� ': o': � 4•� '. �•�
6" #2 OR #8 STONE 4' CONCRETE BASE
STORM MANHOLE DETAIL
NORMAL GRADE -
1/4" PER FOOT
MIN. -1 /8" PER FOOT
SEE WYE &LATERAL- -
CAPPING DETAIL
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
APPROX. 90' -�
30'
MIN
,� ISOMETRIC PLAN
LONG RADIUS
SECTION A -A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
PLAN VIEW
CTI ON TO MAIN SEWER
11 I 12
STORM SEWER SYSTEMS
1. SCOPE OF WORK
The work under this section includes pt! storm sewers,
storm water inlets, and related items, including
excavating and backfilling, necessary to complete the
work shown on the drawings.
2. MATERIALS
A. Storm Sewers
1. Reinforced concrete sewer pipe shall confirm
to ASTM C -76 latest revision, with joints
conforming to ASTM C -443 latest revision when
storm pipe is continuously submerged in water.
B. Manholes
1. Precast reinforced concrete manhole sections
and steps shall conform to ASTM C -478 latest
revision.
2. Casting shall be of uniform quality, free
from blow holes, porosity, hard spots,
shrinkage distortion or other defects. They
shall be smooth and well cleaned by shot
- blasting or by some other approved method.
They shall be coated with asphalt point
which shall result in a smooth coating,
tough and tenacious when cold, not tacky or
brittle. They shall be gray iron meeting
ASTM A -48 latest revision.
3. Joints - Manhole sections shall be jointed
with rubber type gaskets. The rubber type
gaskets shell meet ASTM C -443 latest
revision. When manhole and storm pipe are
continuously in water.
C. SUBDRAINS
1. Perforated plastic pipe subdrains shall conform to
ASTM F -405, AASHTO M -252. (4" to 10" pipe)
3. APPLICATION
A. Permits and Codes -The intent of this section of
the specifications is that the contractor's bid on
the work covered herein shall be based upon the
drawings and specifications but that the work
shall comply with all applicable codes and
regulations as amended by any waivers. Contractor
shall furnish all bonds necessary to get permits
for cuts and connections to existing sewers.
6. Local Standards -the term "Local Standards" as
used herein means the standards of design and
construction of the respective municipal
department or utility company.
C. Existing Improvements - Maintain in operating
condition all active utilities, sewers and other
drains encountered in the sewer installation.
- Repair to -the satisfaction of the owner any damage
to existing active improvements.
D. Workmanship - To conform to all local, state and
national codes and to be approved by all local and
state agencies having jurisdiction.
E. Trenching -Lay ail pipe in open trenches, except
when the local authority gives written permission
for tunneling. Open the trench sufficient ahead
of pipelaying to reveal any obstructions. The
width of the trench shall be the inside pipe
diameter plus 24 inches for 12 inches above the
pipe. Sheet and brace trench as necessary to
protect workmen and adjacent structures. All
trenching to comply with Occupational Safety and
Health Administration Standards. Keep trenches
free from water while construction is in progress.
Under no circumstances lay pipe or appurtenances
in standing water. Conduct the discharge from
trench dewatering to drains or natural drainage
channels.
F. Special Supports - Whenever in the opinion of the
Engineer the soil at or below the pipe grade is
unsuitable for supporting sewers and appurtenances
specified in this section, such special support,
in addition to those shown or specified, shall be
provided as the Engineer may direct, and the
contract will be adjusted.
G. Backfilling - for a depth of at least 12 inches
above the top of the pipe, backfill with earth or
granular material free from large stones, rock
fragments, roots or sod. Tamp this backfill
thoroughly, taking care not to disturb the pipe.
For the remaining trench depth, backfill with
earth or granular material containing stones or
rocks not larger than 4 inches. Backfill under
and within 5' of walks, parking areas, driveways
CON N E and street shall be granular material only -
thoroughly compacted by approved methods. 8. Earth Work Balance
f
13 I 14 ( 15
2. BENCH MARKS
Maintain carefully all bench marks, monuments and other
reference points; if disturbed or destroyed, contractor
shall contact engineer.
3. REMOVAL OF TREES
A. Remove all trees and stumps from area to be
occupied by road and surfaced areas. Removal of
trees outside these areas shall only be done as
noted on drawings or approved by the Owner.
B. All brush, stumps, wood and other refuse from the
trees shall be removed to disposal areas
off of the site. Disposal by burning shall not
be permitted.
4. PROTECTION OF TREES
A. General Protection: The Contractor shall be
responsible for the protection of tops, trunks
and roots of existing trees on the project site
that are to remain. Existing trees subject to
construction damage shall be boxed, fenced or
otherwise protected before any work is started;
do not stockpile within branch spread. Remove
interfering branches without injury to trunks and
cover scars with tree paint.
5. HANDLING OF TOPSOIL
A. Remove all organic material from the areas to be
occupied by buildings, roads, walks and parking
areas. Pile and store topsoil at a location
where it will not interfere with construction
operations. Topsoil shall be reasonably free
from subsoil, debris, weeds, grass, stones, etc.
B. After completion of site grading and subsurface
utility installation, top soil shall be replaced
in areas designated on the erosion control plan
for seeding and /or sodding. Any remaining top
soil shall be used for finished grading around
structures and landscaping areas.
6. DISPOSITION OF UTILITIES:
A. Rules and regulations governing the respective
utilities shall be observed in executing all work
under this section.
B. If active utilities are encountered but not shown
on the drawings, the Engineer shall be advised
before work is continued.
C. Inactive and abandoned utilities encountered in
excavating and grading operations shall be
reported to the Engineer. They shall be removed,
plugged or capped as directed by the Utility
Company or the Engineer.
D. It shall be the responsibility of each contractor
to verify all existing utilities and conditions
pertaining to his phase of the work. It shall
also be the contractors responsibility to contact
the owners of the various utilities before work
is started.
7. SITE GRADING:
A. Grades: Contractor shall perform all cutting,
filling, compacting of fills and rough grading
required to bring entire project area to grade as
shown on the drawings.
B. Rough Grading: the tolerance for paved areas
shall not exceed 0.10 feet plus or minus vbove
the established subgrade. All other areas shall
not exceed 0.10 feet plus or minus the
established grade. All banks and other breaks in
grade shall be rounded at top and bottom.
C. Compaction Requirements:
1. All areas under building pads shall be compacted
to 989J of modified proctor density.
2. All areas under pavements shall be compacted
to 95� of modified proctor density.
3. All other fill areas shall be compacted to
95% of standard proctor density.
EDGE OF PAVEMENT,
The Contractor shall confirm al earthwork quan sties
MIN. 6' TOPSOIL
EQGE � PAVEMENT,
MIN. 6" TOPSOIL
CURB, GUTTER OR
SIMILAR STRUCTURE
TO ENSURE GRASS
5' OR LESS �OVYT}I IF NOT
FRB• GUTTER �
SIMILAR STRUCTURE GREATER THAN 5'
TO ENSURE GRASS
GROWTH
IN THE PUBUC R/W
changes in size or grade gradually and changes in
UNDER PAVEMENT
IN THE PUBUC R/W
Minor adjustments to the grades may be required to
for all connecting sewers at each manhole.
earthwork balances when minor excess material or
specifications. The Contractor shall notify in
shortages are encountered. It is recognized by the
I. subdrains -All subdrains shall be of the size
parties hereto that the calculations of the Engineer
shown on the plans and shall be constructed to the
in determining earthwork quantities shall be ac-
grades shown. All drains constructed off -site as
complished in accordance with the American Society of
part of the outlet drain will be located as shown.
Civil Engineers Standards for such calculations.
•
\,.:..
J. Utilities - It shall be the responsibility of each
interpretations of soil borings ps the physical limits
contractor to verify all existing utilities and
MIN. 1.25 Bc+12' -
conditions pertaining to his phase of the work.
MIN. 1.25 Bc -
It shall also be the contractors responsibility to
and that all of these parameters may cause either an
contact the owners of the various utilities before
REGULAR BACKFlLL
work is started. The contractor shall notify in
complete the project. If such an actual minor excess or
'B" BORROW OR EQUIV.
shortage of materials occurs, the contractor shall
errors or omissions found on these plans or in the
contact the engineer to determine if adjustment can be
field before work is started or resumed.
GRANULAR MATERIAL
shall be removed from the site. The
'B' BORROW OR EQUIV.
location of dump and length of haul shall be
ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
COMPACTED TO 95�
-
GRANULAR MATERIAL .- _
� .
material from off the site as may be
STANDARD PROCTOR
...
- � _
�
COMPACTED TO 95%
�• _ � � GRADE
1/6 Bc
DENSITY
�� _:'�.• `..:..: Bc : -• .:- -: -::::
STANDARD PROCTOR
.. Bc �
4. The Contractor shall accept the site as he
• _ -
d DENSITY
d M± "
excavation.
B. Work not included: The following items of
^'�
related work are specified and included in other
�
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utility lines
2. Storm drainage systems
3. Sanitary sewer systems
WITHIN 5' OF EDGE OF PAVEMENT
GREATER THAN
5' FROM EDGE OF PAVEMENT
H
NOTE:
AU_ DOING & WITIAL BACKFlLL
SHALL BE INSTALLED IN 6'
DEPTH �' BEDDING
ro 12' aALANCEO uFrs
MATERIAL BELOW PIPE
LEGEND
A MINWUM 9" OF CLEARANCE SHALL
���
D d MIN.
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
R
Dc= INSIDE DIAMETER
27" Ec SMAUFR 3'
d =DEPTH OF BEDDING
30' TO 6D" 4'
TRENCH DETAIL
MATERIAL BELOW PIPE
66" do LARGER 6'
� �
CONCRETE WALK
6"
SLOPE:
1 /4" PER FOOT 1 /4" R
;'�''. ..R• n
'' > "� •: r :'••�' �'..R:';� . .p•.. PAVEMENT
. q' '•�' ' �t • � •.N.
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The Contractor shall confirm al earthwork quan sties
H. Manhole Inverts - Construct manhole flow channels
prior to start of construction. If an excess or
of concrete sewer pipe or brick, smoothly finished
shortage of earth is encountered, the Contractor shall
and of semi - circular section conforming to the
confirm with the Owner and Engineer the requirements
inside diameter of the connecting sewers. Make
for stockpiling, removal or importing of earth.
changes in size or grade gradually and changes in
�4
direction by true curves. Provide such channels
Minor adjustments to the grades may be required to
for all connecting sewers at each manhole.
earthwork balances when minor excess material or
specifications. The Contractor shall notify in
shortages are encountered. It is recognized by the
I. subdrains -All subdrains shall be of the size
parties hereto that the calculations of the Engineer
shown on the plans and shall be constructed to the
in determining earthwork quantities shall be ac-
grades shown. All drains constructed off -site as
complished in accordance with the American Society of
part of the outlet drain will be located as shown.
Civil Engineers Standards for such calculations.
>
Further, that these calculations are subject to the
J. Utilities - It shall be the responsibility of each
interpretations of soil borings ps the physical limits
contractor to verify all existing utilities and
of the various soil types, also the allowable variation
conditions pertaining to his phase of the work.
in finish grade and compaction permitted the contractor,
It shall also be the contractors responsibility to
and that all of these parameters may cause either an
contact the owners of the various utilities before
excess or shortage of actual earthwork materials to
work is started. The contractor shall notify in
complete the project. If such an actual minor excess or
writing the owners or the engineer of any changes,
shortage of materials occurs, the contractor shall
errors or omissions found on these plans or in the
contact the engineer to determine if adjustment can be
field before work is started or resumed.
made to correct the imbalance of earth.
shall be removed from the site. The
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN
location of dump and length of haul shall be
ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
CONCRETE WALK
6"
SLOPE:
1 /4" PER FOOT 1 /4" R
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specifications. The Contractor shall notify in
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performed under this section shall include:
clearing and grubbing, removal of trees and
�
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6' -0" BETWEEN
Q
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2. Excavated material that is suitable may be
TRANSVERSE JOINTS
used for fills. All unsuitable material and
f-
shall be removed from the site. The
SCORE 1/4" R I
COMPACTED •'• a o o a � I 48' -0" BETWEEN EXPANSION JOINTS (MAX.)
SUBGRADE 6" oho• r
0
.•;,.:,
..y ! � :•
.; ,.: `: y
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CONCRETE CURB AND WALK
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
... „ ,n ,� ,. ,r
GENERAL. NOTES
EARTH WORK
M
1. SCOPE OF WORK
A. Extent: The work required under this section
consists of all excavating, filling, rough grading
and related items necessary to complete the work
indicated on the drawings and described in the
specifications. The Contractor shall notify in
writing the owners and the Engineer of any changes,
errors, or omissions found on the plans or in
the field, before work is started or resumed.
L
1. In general, the items of work to be
performed under this section shall include:
clearing and grubbing, removal of trees and
stumps, protection of trees
to remain, stripping and storage of topsoil,
fill compaction and rough grading of entire
site.
2. Excavated material that is suitable may be
used for fills. All unsuitable material and
all surplus excavated material not required
shall be removed from the site. The
location of dump and length of haul shall be
the Contractor's responsibility.
K
3. Provide and place any additional fill
material from off the site as may be
necessary to produce the grades required.
Fill obtained from off site shall be of kind
and quality as specified for fills herein
and the source approved by the Owner.
4. The Contractor shall accept the site as he
finds it and shall remove all trash, rubbish
and debris from the site prior to starting
excavation.
B. Work not included: The following items of
�
related work are specified and included in other
sections of these specifications:
1. Excavation, grading and backfilling for
utility lines
2. Storm drainage systems
3. Sanitary sewer systems
4. Streets and paving
5. Water supply system
H
(FOR CONTINUATION, SEE LEFT)
Revisions
1.
2.
3.
``��11ti 1111 f ! I /! / / /`/
``���p�,•��,GISTERF:o v� i��
' No.
PE19800489
_ STATE OF ,��'
�•��� ` " �ND I ANP '''`����•
.'
CERTIFIED BY
1- 3t -��
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTEU.ECTUAL PROPERTY a: ROGER WARD
ENGINEERING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF ROGER WARD ENGNEERING.
1999, ROGER WARD ENgNEERING, LNG
♦ ROGER W�'�RD
- ENGINEERING
INCORPORATED
F
C
C
CIVIL ENGINEERS - STfE DESIGNERS - DEVELOPMENT CONSULTANTS
6251 WINTHROP AVENUE, SUITE 3
INDIANAPOLIS, INDIANA 46220
(317) 251 -1738 (FAX) 251 -1923
MORTON BUILDINGS, INC.
I�ttUSE INVESTMENTS 6
CARMEL, INDIANA
DETAILS AND SPECIFICATIONS
Date Project No. Drawn Approv.
01 /31 /00 M61.001 RCW
Computer Files Sheet No. p
C: \RWDESIGN \JOBS \MBI \001 \DWGS \C801
0801