HomeMy WebLinkAbout7 Misc Details pg 7 of 7DIA
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PIPE BELL, 'd'
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1520
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73 1/2
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10 1/2
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73 1/2
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2190
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97 3/4
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4100
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97 3/4
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5380
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6550
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8040
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PIPE SIZE
2=0-
18" OVER
BEDDING BELOW THE
PIPE BELL
0.D. 4
MIN. 4"
PIPE BELL, 'd'
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2 1/4"
PIPE SIZE
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18" OVER
BEDDING BELOW THE
PIPE BELL
0.D. 4
MIN. 4"
O.D. 7 4
MAX. 8"
PIPE BELL, 'd'
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(MAX. 8")
Paindr.
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PIPE SIZE
8" TO 15"
18" OVER
BEDDING BELOW THE
PIPE BELL
0.D. 4
MIN. 4"
O.D. 7 4
MAX. 8"
PIPE INSIDE DIAMETER
27"
30" TO 60"
BEDDING BELOW THE
3"
4"
PIPE BELL, 'd'
(MIN. 4")
(MAX. 8")
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3 3/4
3 3X4"
3 3/
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3'-0
6"
24
PLAN
3' -6"
2' -10 1/2"
PLAN
3'-0
PLAN
b
24'
OUTSIDE 5' OF STREETS. WALKS AND CURBS
BACKFILL WITH CLEAN FILL
MATERIAL FREE OF ROCKS
LARGER THAN 6" DIAMETER
OR EXTRANEOUS MATERIAL
OUTSIDE 5' OF STREETS. WALKS AND CURBS
BACKFILL WITH CLEAN FILL
MATERIAL FREE OF ROCKS
LARGER THAN 6" DIAMETER I
OR EXTRANEOUS MATERIAL.
SHAPED CONCRETE ALL
NOTES:
ALL BEDDING INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 12" BALANCED LIFTS.
MIN. 9 OF CLEARANCE SHALL BE PROVIDED
ON EACH SIDE OF THE INSTALLED PIPE.
MIN. 2' SEPARATION (0.D. TO 0.D.)
SHALL BE REQUIRED BETWEEN DUAL
PIPE CULVERT STRUCTURES.
N Y/-/,
PROPOSED HDPE STORM SEWER SHALL
NOTE.'
THIS DETAIL SHALL BE USED FOR BOTH SANITARY
AND STORM SEWER PIPE.
SEE CASTING TABLE FOR
CASTING TYPE (SHEET 3)
3 0
A
6" OF #8 STONE
OR #2 STONE
TYPE 'J' INLET SECTION A -A
NO SCALE
INLET TYPE 'E'
NO SCALE
6" OF #8 STONE
OR #2 STONE
SHAPED CONCRETE ALL
6" OF #8 STONE
OR #2 STONE
TYPE 'M' INLET
NO SCALE
��t� t �.�ft
raVa *A
BE MANDREL TESTED NO EARLIER THAN 30 DAYS
AFTER ALL STORM SEWER HAS BEEN INSTAI I FD. ,i
MINIMUM DEFLECTIONS SHALL NOT EXCEED AASHTO
AND /OR MANUFACTURER'S STANDARDS (WHICHEVER
IS MORE STRINGENT). ALL FAILING SECTIONS SHALL
BE CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE CONTRACT.
ELEVATION
SEE CASTING TABLE FOR
CASTING TYPE (SHEET 3)
3'O"
SECTION A -A
IN. 1.25 0.D. 1
W
CC
SEE CASTING TABLE FOR
CASTING TYPE (SHEET 3)
MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH
IF NOT UNDER PAVEMENT.
WITHIN 5' OF STREETS,
WALKS AND CURBS
BACKFILL WITH #53
AGGREGATE OR
EQUIVALENT AGGREGATE
TERIAL. (MECHANICAL
COMPACTION TO 95% 2' STANDARD PROCTOR 2 FROM
DENSITY.) BUILDING
1/6 0.D. (ONLY IF
OUTSIDE 5' OF STREETS,
WALKS, AND CURBS)
L 4" MIN. (BELOW THE BELL)
"B"-BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
NOT TO SCALE
WITHIN 5' OF STREETS. WALKS AND CURBS
BACKFILL WITH 'B'- BORROW OR EQUIVALENT
CLEAN GRANULAR MATERIAL. (MECHANICAL
COMPACTION TO 95% PROCTOR DENSITY.)
12" MIN.
W
Q
#8 CRUSHED STONE OR
#8 FRACTURED FACE
AGGREGATE, HAND
TAMPED OR WALKED IN
TO 1/2 O.D.
514 MIN. (BELOW THE BELL)
#8 CRUSHED STONE OR
#8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED.
FLEXIBLE PIPE BEDDING DETAIL
PVC AND HDPE PIPE
NOT TO SCALE
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
SANITARY LATERAL SPECIFICATIONS
1. All houses, building, etc., shall connect to the District's sanitary sewer system within 9S1 days
of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone
County of the the property line. Only one building may connect to the sewer main per lateral
unless otherwise approved by the District.
2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed
and connected to the District's sanitary sewer.
3. The existing sewer line from the building to the septic tank may only be used if it is located
required under a building addition, patio, porch or paved driveway. Air test i s to show if
acceptable for re -use. The property owner shall bear the cost of all testing. The District
inspector must be onsite for the duration of the air test.
4. The owner or contractor shall notify the District prior to covering the installed lateral so that
the District can make an inspection to determine compliance with the District's sewer use
ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If
the inspection fails and a second inspection is required, or contractor is not on site for
scheduled inspection, or fails to cancel inspection, an additional fee of $75.00 will be due. This
must be paid prior to the time of the follow up inspection.
5. Property owners are hereby advised that the County Board of Health regulates the operation
and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in
part that, upon connection to a public sewer, a septic tank "...shall be abandoned and filled
with earthen material in a safe and sanitary manner." Please contact the appropriate County
Board of Health for further information.
6. Acceptable Pipe Materials:
PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE
PVC PIPE: SDR 21, ASTM D -2241, SIX INCH PIPE
GASKETS JOINTS ASTM D 3212
GASKETS ASTM F -477
FITTINGS SDR -26
DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS.
CLEAN OUTS TO BE LOCATED THREE FLU WITHIN THE FOUNDATION AND NO
MORE THAT 300 FEET APART.
7. Bedding
8. Laterals shall be installed no closer that 20 feet from water wells unless PVC pressure grade
pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure
pipe shall be reviewed and accepted by the District and the District's engineer prior to
installation.
9. Where a transition is mode between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile
iron gasketed mechanical coupling shall be used.
10. Laterals shall terminate within 3 feet of the building unless conditions in item E3 above are
met. No glued pipe shall be installed outside of building foundation walls.
11. Additional information on District standards and specifications may be obtained from the
District's office during business hours of 8: OOa.m. to 5:OOp.m. Monday through Friday. All
District standards can be located on our web site at http://www.ctnvd.orgt
Clay Township Regional Waste District
10701 North College, Suite A
Indianapolis, IN 46280
Phone: 844-9200 Fax: 844 -9203
12. Septic effluent shall not be pumped out into the sanitary sewer system.
13. The District shall inspect ALL laterals. Please call the District office at 844-9200 24 hours
prior to time of inspection.
14. Contractors shall lay 14 gouge stranded wire the entire length of the lateral. Wire is to be
placed on top of the lateral. The District inspector will verify placement of the wire. After
inspection, bedding is to be placed on top.
A MIN. 4" DIA. PIPE CLEANOUT
SHALL BE INSTALLED WITHIN THREE
(3) FEET OF OUTSIDE BUILDING WALL.
A PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED TO
ENSURE 1 00% WATER TIGHTNESS.
MIN. FALL
1/4" PER FOOT
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
Use fill sand or Number 8, 9 or 11 stone
Fill material is to be placed from 6 inches below to 6 inches above the pipe
The trench should be a minimum of 18 inches wide
1/8 BEND
18" (MIN.) SANITARY OR
STORM SEWER
NOTE: WHEN LATERAL SEPERATION
IS 10' OR GREATER NO VERTICAL
CLEARANCE IS NEEDED.
30'
SANITARY OR STORM SEWER
WATER MAIN
NTS
WATER MAIN
RATED PIPE
TRUNK LINE
1/8 BEND
SERVICE WYE
SANITARY OR
STORM SEWER
1.
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF 6"
CLASS 'B' CONCRETE AROUND
1/8 BEND.
1" C.1. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED
10' MIN
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gt
MINIMUM CROSSOVER AND SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS AND STORM SEWERS
STORM SEWER SYSTEMS
SCOPE OF WORK
A. The work under this section includes all 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. All reinforced concrete sewer pipe as specified shall conform to ASTM C -76 latest revision with
joints conforming to ASTM C -443 latest revision.
2. All plastic sewer pipe specified shall be ADS N -12 Corrugated Exterior Smooth Interior Pipe or
approved equal. The pipe shall be installed as per manufacturers recommendations.
B. Manholes
1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C -478 latest
revision.
3. APPUCAIION
SERVICE CONNECTION FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
co
WATER
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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 paint 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 shall
meet ASTM C -443 latest revision.
C. Underground Detention System
1. All structures shall be part of StormTech SC -740 detention system and shall be installed per
manufacturer's recommendations.
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. The Contractor shall furnish all
bonds necessary to get hermits for cuts and connections to existing sewers.
B. 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: The Contractor shall maintain in operating condition all active utilities, sewers and
other drains encountered in the sewer installation. The Contractor shall repair to the satisfaction of the
Owner any damage to existing active improvements.
D. Workmanship: This work shall conform to all local, state and national codes and to be approved by all
local and state agencies having jurisdiction.
E. Trenching: Lay all pipe in open trenches, except when the local authority gives written permission for
tunneling. Open the trench sufficiently ahead of pipe laying to reveal any obstructions. The min. width
of trench shall be 1.25 times the outside dia. of 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 shall pipe or appurtenances be laid in standing water. Conduct the discharge from trench
de- watering 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 ,ewers 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: Backfill shall be placed as shown in the plans. Note that PVC HDPE pipe shall be covered
with 12" minimum of #8 stone. Compact this backfill thoroughly, taking care not to disturb the pipe.
Backfill under and within 5 feet of walks, parking areas, driveways and streets shall be "B" Borrow or
equivalent granular material only and thoroughly compacted by approved methods.
H. Manhole Inverts: Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and
of semicircular section conforming to the inside diameter of the connecting sewers. Make changes in size
or grade gradually and changes indirection by true curves. Provide such channels for all connecting
sewers at each manhole.
I. Subdroins: All subdrains shall be of the size shown on the plans and shall be constructed to the grades
shown. All drains constructed off -site as port of the outlet drain will be located as shown.
J. Utilities: It shall be the responsibility of the Contractor to verity all existing utilities and conditions
pertaining to his work. it shall also be the Contractor's responsibility to contact the owners of the
various utilities before work is started. The Contractor shall notify in writing the Owner and the Engineer
of any changes, errors or omissions found on these plans or in the field before work is started or
resumed.
BUILDING LATERAL v
MIN. SIZE 4" I
RIGHT -OF -WAY LINE
GROOVED END ON OUTLET END
TONGUE END ON INLET END
a
a
0
GROOVE (OR TONGUE) TO BE THE
SAME AS ON STANDARD REINFORCED
CONCRETE PIPE A.S.T.M. DESIGNATION
C76.
J
PLAN VIEW
NTS
D
B =(D
LONGITUDINAL SECTION
NTS
9
I-
0
cV
A
EARTHWORK
1. SCOPE OF WORK
2. BENCHMARKS
5. DISPOSITION OF UTILITIES
6. SITE GRADING
NOTES: 1. MANUFACTURE OF END SECTION IS hV ACCORDANCE $17H APPUG48LE PORTIONS OF AS T.41. SPECF7CA770N C76.
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 Owner and the Engineer of any changes, errors or omissions found on
the plans or in the field, before work is started or resumed.
1. In general, the items of work to be performed under this section shall include clearing and grubbing,
removal of trees and stumps, stripping and storage of topsoil, fill compaction and rough grading of
entire site. All trees shall be removed unless otherwise noted in plans or directed by Owner.
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.
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.
A. 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 entire site unless otherwise directed by Owner.
B. All brush, stumps, wood and other refuse from the trees shall be buried on site or removed to disposal
areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where
applicable).
4. 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
reasonable free from subsoil, debris, weeds, grass, stones, etc.
B. After completion of site grading and subsurface utility installation, topsoil shall be replaced in areas
designated on the erosion control plan for seeding and /or sodding. Any remaining topsoil shall be used for
finished grading around structures and landscaping areas.
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 verity all existing utilities and conditions pertaining to his
phase of the work. It shall also be the Contractor's responsibility to contact the owners of the various
utilities before work is started.
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 above 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 the top and bottom.
C. Compaction Requirements:
1. All building pad areas shall be compacted to standards specified by local and /or state building codes.
2. Compaction requirements of paved areas shall be 95% of maximum dry density.
7. EARTH WORK BALANCE
A. The Contractor shall confirm all earthwork quantities prior to start of construction. If an excess or shortage
of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for
stockpiling, removal or importing of earth.
Minor adjustments to the grades may be required to earthwork balances Olen minor excess material or
shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in
accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these
calculations ore subject to the interpretations of soil borings as the physical limits in finish grade and
compaction permitted the Contractor, and that all of these parameters may cause either an excess or
shortage of actual earthwork materials to complete the project. If such an actual minor excess or shortage
of actual earthwork materials occurs, the Contractor shall contact the Engineer to determine if adjustments
can be made to correct the imbalance of earth.
COMPUTED LENGTH OF CULVERT
PAY LENGTH OF CULVERT
PIPE
CULVERT
SECTION Y -Y
NTS
CONCRETE
CO C E
END SECTION
END SECTION
LENGTH (D)
SLOPE DETAIL
NTS
12" O.C. MAX.
SPACING
SECTION A -A
NTS
PRECAST CONCRETE END SECTION DETAIL
NTS
DOCKET '193-03 DP /AD
RIPRAP TO BE PLACED
ON SIDE SLOPE WHEN CALLED
FOR ON PLANS.
2
1 12/4/03
NO. DATE
-v 1
LS
PARKING LOT/DRIVE
1. SCOPE OF WORK
A. The work required under this section includes all concrete and bituminous paving and related items
necessary to complete the work indicated on the drawings and described in the specifications, including
but not limited to:
1. All drives, parking areas within the contract limits.
2. Curbs and concrete ramps.
3. Sidewalks and concrete slabs.
2. MATERIALS
A. Concrete: Concrete shall be ready -mixed concrete and shall be a mixture of proportioned fine and
coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per
cubic yard of concrete and maximum water content shall be 5.5 U. S. gallons per sack of cement,
including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4
inches and a minimum of 2 inches. The slump of machine placed concrete shall be no less than 1
1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump.
Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air
entrainment of 5% to 8% by volume per ASTM C -260. Re- tempering of delivered concrete will not be
allowed. Concrete shall be composed of
2. Aggregates: Conforming to ASTM C -33.
3. Water. Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials,
or other deleterious substances.
B. Welded Steel Wire Fabric: Where required for concrete reinforcement shall conform to ASTM A185.
C. Premoulded Joint Filler Shall be of non extruding type meeting ASTM D -544 except that premoulded
joint filler used in concrete walk construction may be either non extruding or resilient.
D. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements
shall comply with the Indiana Department of Transportation Specifications, per latest revision.
E. Compacted Aggregate Subbase: If required, shall be crushed stone or gravel. Crushed gravel shall be
a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total.
Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces:
and shall be free from fragments coated with dirt. Compacted aggregate shall be graded in
accordance with INDOT Specifications for the type specified.
3. APPLICATION
INLET
1. Portland Cement: Conforming to ASTM C -150, Type I A or Type III A.
A. Grading: Do any necessary grading in addition to that performed in accordance with Earthwork Section
to bring subgrades, after final compaction, to the required grades and sections for site improvements.
B. Preparation of Subgrade: Remove spongy and otherwise unsuitable material and replace with stable
material. No traffic will be allowed on prepared subgrade prior to paving.
C. Compaction of Subgrade: The first 6 inches below the subgrade shall be compacted to at least 100%
of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be
prevented from standing on the compacted subgrade.
D. Utility Structures: Check for correct elevation of all manhole covers, valve boxes and similar structures
located within areas to be paved, and make, or have made, any necessary adjustments in such
structures.
E. Placing Concrete
1. Subgrade: Place concrete only on a moist, compacted subgrade or base free from loose
material. Place no concrete on a muddy or frozen subgrade.
2. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial
enough to maintain their shape and position without springing or settling, when concrete is
placed. Forms shall be clean and smooth immediately before concreting.
3. Placing Concrete: Concrete shall be deposited so as to require as little rehandling as
practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or
less, paragraph 702.10 of the Indiana Department of Transportation
Specifications latest revisions shall be followed.
F. Concrete Curb
1. Expansion Joints: Shall be 1/2 inch thick premoulded at ends of all returns and at a maximum
spacing of 100 feet.
2. Contraction Joints: Unless otherwise provided, contraction joints shall be sawed joints spaced 10
feet on center.
3. Finish: Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish
square corners to 1/4 inch radius and other corners to radii shown.
G. Concrete Walks and Exterior Steps
1. Slopes: Provide 1/4 inch per foot cross slope. Make adjustments on slopes at walk
intersections as necessary to provide proper drainage.
2. Dimensions: Walks and steps shall be one course construction and of widths and details shown
on the drawings.
3. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface after surface
water has disappeared. Apply medium broom finish and scribe transverse joints at 6 foot
spacing. Provide 1/2 inch expansion joints where sidewalks intersect, and at a maximum spacing
of 48 feet between expansion joints.
SUMP DETAIL
OUTLET TO
DETENTION
DOWN ELBOW
ON PIPE
NOTE NO SCALE
ALL STORM STRUCTURES THAT OUTLET DIRECTLY
TO THE DETENTION SYSTEM SHALL HAVE A SUMP
INCORPORATED INTO THE STRUCTURE AND UTILIZE A
DOWN- TURNED ELBOW FOR SEDIMENT CONTROL.
GRADE
w
45' BEND
STANDARD CLEANOUT DETAIL
1/5/03
MISCELLANEOUS REVISIONS PER TECHNICAL ADVISORY COMMITTEE REVIEW
ADDED MONUMENT SIGN ON NORTH CORNER OF PROPERTY
REVISIONS
MISCELLANEOUS DETAILS
AND SPECIFICATIONS
10460 MICHIGAN ROAD
JOB No
DATE NOVEMBER 21, 2003
CHECKED TEN
APPROVED TEN
CLEANOUT ADAPTER
THREADED PLUG
12' 0 POURED
CONCRETE COLLAR
COMPACTED STONE
RH
TEN
RH
BY
TEN
APPR.
CROSSROAD
ENEiINEERS PC
Transportation
Development Consultants
340 S. SHRIOVI IR HEED rGINE, a /6N7 (317) 78-1555
SHEET 7 OF 7
DRAWN RH
DESIGNED
TEN
z
a
C