Attach_J-E _Dredging_SOW.pdf
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- Attached to
- Banana River Channel Maintenance Dredging Federal contract opportunity
- Solicitation number
- NNK16594696R
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Attach J-E Dredging SOW
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| NNK17CA10C_-_Source_Sel_State.pdf | ||
| NNK16594696R_-_Amend_001_(Dredging).pdf | ||
| NNK16594696R_-_1442_(Dredge_Banana_Rvr_Solicitation).pdf | ||
| Attach_J-G _KSC_28-889_-_KSC_Visitor_Badge_Req_(Multiple).pdf | ||
| Attach_J-H _Acceptable_Identity_Guide.docx | DOCX document | |
| Attach_J-C _DBW_FL2_8Jan16.pdf | ||
| Attach_J-J _Pre-Proposal_Inquiry_Form.xlsx | XLSX spreadsheet | |
| Attach_J-D _Cert_of_Prog_Payts.doc | DOC document | |
| Attach_J-F _KDP-KSC-P-3722_Rev_A-1.pdf |
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SCOPE & CONDITIONS
FOR
BANANA RIVER CHANNEL
MAINTENANCE DREDGING,
PCN 99027
LOCATED AT
KENNEDY SPACE CENTER
June 30, 2016
Project Manager (PM): NE-F1/Leo De Cesare
Lead Design Engineer (LDE): NE-F2/Gene Hajdaj
Construction Manager (CM): NE-F2/Scott Stilwell
Civil Engineer: NE-M1-B/Mick Barth
Contracting Officer (CO): OP-ES/Randy Gumke
BANANA RIVER CHANNEL MAINTENANCE DREDGING, PCN 99027
1. General Statement & Contract Documents. The Contractor shall furnish all labor, equipment, materials, and services to schedule, coordinate, supervise, and provide quality control for the removal of shoaled materials within the Banana River Channel locations specified by this Scope & Conditions. Project excavation may be performed by clamshell, hydraulic, or other dredging methods, as long a turbidity requirements are met. Spoil is to be hydraulically unloaded and pumped to an upland disposal site.
1.1 Attachments to this Scope & Conditions:
1) Florida Department of Environmental Protection (FDEP) Permit #05-276522-4. The FDEP construction permit expired in March 2002 and it is currently in the Operational Phase so is not required to be renewed as the State allows continued maintenance dredging of the permitted cuts and use of the spoil sites in this phase. Notification to the FDEP agency in advance of the work is required. Additionally, as this a maintenance activity, a NEPA Environmental Assessment is not required.
2) USACE Permit #199600407 (IP-SS)), expires April 22, 2022.
3) Bathymetric Survey Maps February 2016.
4) Sea Turtle and Smalltooth Sawfish Construction Conditions
1.2 Dredging
The Contractor shall furnish all labor, materials, and equipment, and perform all excavation, transportation, and disposal of all shoaled materials within the channel (length and width) to a depth of 12.0’ Mean Water Level (MWL) plus a one-foot allowable overdepth, and channel design width of 125’ toe to toe. No excavation of virgin material is anticipated. The materials to be excavated are shoal deposits that have formed since the areas were last dredged (approximately 11 years). Historically the shoals have consisted of clay, sand, silt, and shell.
Some materials have a strong unpleasant odor. In addition, debris commonly found abandoned in a channel and along docks – i.e. tires, ropes, cables, cement blocks, pilings, etc. – are to be expected. In situ rock, if encountered, will not be dredged.
The MWL vertical datum in the Banana River is referenced at 0.46 feet above NGVD 29.
Recent permits also reference it at -0.198 meters NAVD 88. Channel coordinates are referenced to Florida State Coordinate System, East zone, NAD 27. The water level within the survey area experiences a small period tide masked by non-tidal effects such as fresh water inflow from precipitation and water level setup or set down from winds.
Material dredged shall be transported to and deposited in the upland Spoil Site #5. Spoil Site #5 is 23 acres in size and has a holding capacity of 377,000 cubic yards. The location from dredging operations to Spoil Site #5 ranges from 1 to 3 nautical miles.
Areas to be dredged include Cut 13 Widener, Cut 13, and a shoal mound 200’ West of Canaveral locks. A viable navigable channel with a controlling elevation of -11.0 feet MWL does not exist from the confluence of the Canaveral Barge Canal to Station 72+50 in Cut 13. The lack of ship traffic has accelerated the shoaling rates within the channel prism. The channel slopes continue to close in on the operational width of the channel and the centerline elevations have become shallower. The overdepth template has shoaled in completely. This project is to restore these current conditions back to their maximum permitted geometries, inclusive of permitted overdepth.
Provide separate costs for each location (cut 13, cut 13 widener, and shoal mound west of Canaveral Locks), as separate locations may have different cubic yards costs based on quantity of material and haul or pump distances. Separate mobilization/demobilization and disposal site preparation costs from cubic yard unit costs. This will allow for determining unit rate costs for any additional over-dredge cubic yards dredged and final costs calculations from before-dredge and after-dredge surveys.
1.2.1 Cut 13 Widener.
Elevations within the widener generally range from -8.5 feet to -10.2 feet MWL. From a February 2016 bathymetric survey, and projected shoaling rates, the approximate volume of shoal material to remove is 65,000 cubic yards (CY) to restore the widener to the -13.0 MWL overdepth within the volume limits shown in Figure 2. Acoustic signature of the survey data indicates the shoal material is extremely loose and unconsolidated. Sheet 2 of the attached “Bathymetric Survey Maps February 2016” shows depths of soundings for the Cut 13 Widener.
Figure 1. Cut 13 Widener bathymetry
Figure 2. Cut 13 Widener volume limits of area to be dredged. Only the volume limits indicated (hatched area of the figure) of the Cut 13 Wider are to be dredged.
Figure 3. Typical cross-section overlays in Cut 13 Widener.
1.2.2 Cut 13.
Cut 13 has experienced shoaling along the entire width and length of the channel, with an average centerline elevation of -10.9 feet MWL for the entire reach. From a February 2016 bathymetric survey, and projected shoaling rates, the approximate volume of shoal material to remove is 160,000 cubic yards (CY) to restore Cut 13 to the -13.0 MWL overdepth. Acoustic signature of the survey data indicates the shoal material is silty and unconsolidated. Sheet 3 of the attached “Bathymetric Survey Maps February 2016” shows depths of soundings for Cut 13.
Figure 4. Typical cross-section overlays in Cut 13.
1.2.3 Shoal Mound 200’ West of Canaveral Locks.
A February 2016 bathymetric condition survey was performed over the shoal mound that has previously existed within the barge canal approximately 200 feet west of the locks adjoining the barge canal and Canaveral Harbor. The U.S. Army Corps of Engineers (USACE) employed a drag barge five years ago to address this isolated obstruction; however, the shoal still persists.
The entire width of the barge canal is shallower than the requisite -11.0 feet MWL operating elevation at this location, and has a limiting elevation of -8.0 feet MWL along the northern half of the channel. The material in this shoal is a firm, fine sand and is not easily displaced by ship movements. The shoaling exhibited in this area is largely confined to a small area approximately 50 feet in width, as detailed in the bathymetry shown in Figure 5. The area to be dredged to -
13.0 MWL is bounded by a red box shown on Figure 5. The approximate volume of material to be dredged is 1,000 CY. Sheet 13 of the attached “Bathymetric Survey Maps February 2016” shows depths of soundings of the shoal mound and surrounding area. For this location permitting with the USACE and FDEP is ongoing as of July 2016. Permit conditions are anticipated to be similar to the existing permits for the Banana River Channel referenced in this document. As the permit process is still underway for this location, the contractor is to plan to dredge this area last.
Figure 5. Shoal Mound West of Canaveral Locks to be dredged.
Figure 6. Sediment Sample Analysis “13A” from 3/28/00.
Figure 7. Sediment Sample Analysis “13B” from 3/28/00.
2.0 Notices and Submittals
2.1 Notice of Intent to Dredge. At least 14 days prior to the commencement of work on this contract, the contractor shall notify the Contracting Officer of the intent to dredge. The Contractor shall also notify the Coast Guard District 7 of intent to dredge and request it be published in the Local Notice to Mariners. This notification must be given in sufficient time so that it appears in the Notice to Mariners prior to commencement of dredging operations.
2.2 Notification of Discovery of Historical Sites. The Contractor shall immediately notify the Contracting Officer if any shipwreck, artifact, or other objects of antiquity that have scientific or historical value, or are of interest to the public, are discovered, located, and /or recovered.
2.3 Notice of Need for Dredging Survey. The Contractor shall give at least 14 days advance notice, in writing, to the Contracting Officer of the need for an after-dredging survey for final acceptance.
2.4 Pipeline Route Plan. The Contractor shall prepare and submit for approval a pipeline route plan detailing the locations and method of placement of all dredge pipelines and an unloader staging area set-up plan. The pipeline from the unloader to the shoreline shall rest on the seafloor and with a minimum amount of floating time.
Pipe lines run from the off-loader or pulled into shore shall be routed perpendicular to the shore line, floated in and then sunk to the bottom – to minimize damage to the sea grass beds. Pipe lines shall be flagged and warning lights utilized as required for pipeline protection.
2.5 Reporting of Operations. The contractor shall prepare and submit a Daily Report of Operations using NG Form 4267, "Report of Operations-- Pipeline, Dipper, or Bucket Dredges,” or approved equivalent, for each dredge working, on a daily basis. Include of the report any down time associated with manatees, weather, or other issues, and a water quality testing summary. The daily report is to be submitted to the Contracting Officer, or approved representative, via email by 0900 hours the following work day.
Upon completion of the job, the Contractor shall submit a consolidated job report, combining all the daily reports.
3.0 Hours of Operation. All construction operations are restricted to daylight hours only. No activity, vessel movement, or dredging shall occur from sundown to sunrise. Vessel movement includes, but is not limited to, barges, tugboats, and crew vessels.
4.0 Measurement. Maps and drawings furnished in this Scope & Conditions are representative of average existing conditions as bathymetrically surveyed in February 2016. The depths shown will be re-sounded at a denser interval (by others) prior to dredging as a before-dredge survey. Determination of the quantities removed after having been once made will not be reopened, except on evidence of collusion, fraud, or obvious error. The total amount of material removed will be measured by cubic yards in place. The volume computed shall be between the bottom surface shown by soundings taken before dredging and the bottom surface shown by the sounding taken within 14 days after the work has been completed. The quantity shall include the volume within the limits of the permitted side slopes and allowable overdepth, less any deduction required for misplaced materials. Final contract cost value per dredge location shall be based on the final quantity calculated between the BD and AD surveys.
5.0 Environmental. This scope also includes all necessary measures for protection of the environment. Environmental protection requirements under this contract are as important to the overall completion of work as other technical aspects. Failure to meet the environmental protection requirements may result in work stoppages or termination for default. No part of the time lost due to any such work stoppages shall be made the subject of claims for extension of time or for excess costs or damages by the contractor. All conditions of the FDEP and USACE permits must be implemented, including a full-time manatee spotter and stipulated restrictions as specified in the permits. Manatee logs are required to be maintained and submitted on a weekly bases. The project is located within Outstanding Florida Waters, and turbidity requirements are very sensitive at both the dredging site and where the effluent from disposal area re-enters the river. The turbidity limit is <10 Nephelometric Turbidity Units (NTU) over background level. Turbidity monitoring requirements are specified in the Specific Conditions, section 23, of both the FPED and USACE permits. The Background Location shall be 650’ up current of work or outfall, outside any turbidity plume, at mid-depth. The Compliance Location shall be 35’ down current, within densest portion of any visible turbidity, at mid-depth. The Frequency of sampling shall be twice daily, at least (4) hours apart, during work operation. Testing is required at the dredge location and at the disposal area site discharge location back into the river. Dredging shall be performed at a controlled rate to minimize the amount of re-suspension of materials. In no case will jetting or dragging be permitted to free material in an effort to make grade. The contractor shall maintain on-site (not deployed), for the duration of dredging activities, a floating turbidity barrier of sufficient length to encompass the immediate dredging area. If excessive degradation of ambient water quality occurs after the onset of dredging operations, such that water quality standards cannot be met, NASA will require the installation and maintenance of a turbidity curtain around the immediate dredging area. No separate payment will be made for providing and maintaining turbidity barriers. Dredging may be suspended, if necessary, for a period of time required to achieve and maintain water quality standards. As long as turbidity readings taken as described above are within acceptable levels turbidity curtains are not required to be deployed at the dredging location. If acceptable readings, as specified above, are not maintained, the contractor shall install and maintain turbidity curtains. Prior to the discharge of decanted water through the weirs, the Contractor shall install two turbidity curtains around the outfall point. At least 2 weeks prior to commencement of work, a gopher tortoise survey shall be conducted (in coordination with NASA). Gopher Tortoise burrows shall be marked, and if below the expected water line of the disposal area or in the way of equipment use the gopher tortoises shall be relocated, in coordination with NASA.
6.0 Spoil Site #5. All costs for preparation of Spoil Site #5 including vegetation clearing around weirs for equipment access, disposal of materials, grouting of burrows, and all costs in connection therewith, and incidental thereto, shall be included in the contract bid. Boards shall be added to weirs as the ponding level rises. Boards are currently on a pallet in the ISC Roads & Grounds yard South of K6-2096 and shall be picked up and installed by the Contractor. Return flow from the disposal area shall be monitored and controlled to prevent erosion or overflow. It is the responsibility of the Contractor to maintain the land route access to the disposal areas, including access ramps. The area around Spoil Site #5 (with a half-mile radius) can be used as a staging area.
7.0 Work Area. The Contractor will be permitted to exclude the public from the immediate vicinity of dredging, transporting, and disposal operations. Enforcement shall be the Contractor’s responsibility at no additional cost to the Government. Enforcement shall be coordinated with local agencies and KSC security, and will is subject to approval thereof.
The Contractor shall be responsible for providing and maintaining access necessary for equipment to and from the work site, mooring area, and disposal areas. The Contractor shall ascertain and take into account environmental conditions that can affect access, such as climate, winds, current, waves, depths, shoaling, and scouring tendencies.
The contractor shall not remove, change the location of, obstruct, damage, fast to, or interfere with any aid to navigation. Any damage to private or public property by the Contractor shall be repaired promptly by the Contractor at the Contractor’s expense.
The contractor shall conduct operations such that material is not pushed outside of otherwise deposited outside existing side channels, basins, or docking areas. Should any material or debris be pushed into areas described above as a result of Contractor operations, the same must be promptly removed by and at the expense of the Contractor to the satisfaction of
NASA.
8.0 Additive 1: Repair of 9 Aids to Navigation. Repair nine aids to navigation, as summarized in the below table. Pictures of the aids to navigation are included on the following 2 pages.
The attached “Bathymetric Survey Maps February 2016” shows locations of the aids to navigation.
ATON #18 ATON #30A
ATON #42A ATON #48A
ATON #49A ATON #50
ATON #56A
Spoil Site #5: north end looking south
Spoil Site #5: south end looking north
Spoil site outfall (typical) Aerial view of Spoil Site #5
Spoil site #5 in relation to Port Canaveral
BANANA RIVER CHANNEL
BATHYMETRIC CONDITION SURVEY
CUTS 13, 14, 15, 15A, 16, 17, 18,19,
FEBRUARY 2016
20, AF AND VAB TURNING BASINS
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INDEX OF SHEETS
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SHEET
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NO.
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DESCRIPTION
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COVER SHEET, DRAWING INDEX
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CUT 13 BATHYMETRY
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AF TURNING BASIN BATHYMETRY
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CUT 13 BATHYMETRY
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CUT 14 BATHYMETRY
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CUT 14 BATHYMETRY
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CUT 15 BATHYMETRY
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CUT 15A-16 BATHYMETRY
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CUT 17 BATHYMETRY
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CUT 17 BATHYMETRY
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CUTS 18-20 BATHYMETRY
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VAB TURNING BASIN BATHYMETRY
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SHOAL INVESTIGATION AREA
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SPACE CENTER
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JOHN F. KENNEDY
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COCOA BEACH
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JACKSONVILLE
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TAMPA
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MIAMI
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ORLANDO
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TALLAHASSEE
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PENSACOLA
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KEY WEST
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ATLANTIC OCEAN
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SITE LOCATION
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PROJECT
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AREA
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GULF
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OF
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MEXICO
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STA 20+00
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STA 25+00
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STA 30+00
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STA 0+00
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DBN-14
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DBN-6
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DBN-13
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X=615191.50 Y=1495687.83 STA 0+00 CUT14 RGE 50.0 STA 142+53.07 CUT13 RGE 50.0
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BARGE CANAL
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AZ= 184*57'06"
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AZ= 201*03'14"
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AZ= 184*57'06"
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STA 20+00
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DBN-14
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DBN-6
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DBN-13
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X=615191.50 Y=1495687.83 STA 0+00 CUT14 RGE 50.0 STA 142+53.07 CUT13 RGE 50.0
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BARGE CANAL
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AZ= 184*57'06"
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AZ= 201*03'14"
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CUT 14
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CUT 15
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AF TURNING
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BASIN
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CUT 15A
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CUT 16
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CUT 17
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CUT 17
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CUT 18
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CUT 19
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CUT 20
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VAB TURNING
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BASIN
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X=613400.15 Y=1545379.06 STA 0+00 VAB RGE 0.0
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X=615275.13 Y=1545829.19 STA 19+28.26 VAB RGE 0.0
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614755.00 1544462.92
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X=615347.42 Y=1545528.07 STA 72+00.12 CUT20 RGE 62.5
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CUT 13
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BARGE CANAL
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CUT 14
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X=615347.42 Y=1545528.07 STA 72+00.12 CUT20 RGE 62.5
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BANANA RIVER
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TIDE STAFF
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ATLANTIC OCEAN
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SURVEY AREAS
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SURVEY AREAS
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PORT CANAVERAL
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ONE INCH = 6000 FEET
AutoCAD SHX Text GAHAGAN & BRYANT ASSOCIATES, INC. 3802 WEST BAY TO BAY BOULEVARD SUITE B-22 TAMPA, FLORIDA 33629 PHONE: (813) 831-4408 FLORIDA CA NO. 2247
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MICHAEL G. TATIGIAN
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FLORIDA PE NO. 73826
STA 30+00
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STA 10+00
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CUT 13
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STA 25+00
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BARGE CANAL
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STA 5+00
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WIDENER
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CUT 13
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AutoCAD SHX Text 10.0
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AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 9.1
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.2
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.0
AutoCAD SHX Text 7.9
AutoCAD SHX Text 7.7
AutoCAD SHX Text 7.7
AutoCAD SHX Text 7.7
AutoCAD SHX Text 7.8
AutoCAD SHX Text 7.8
AutoCAD SHX Text 7.7
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.4
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.7
AutoCAD SHX Text 7.9
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.1
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.0
AutoCAD SHX Text 7.8
AutoCAD SHX Text 7.8
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.4
AutoCAD SHX Text 7.6
AutoCAD SHX Text 7.7
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.6
AutoCAD SHX Text 7.5
AutoCAD SHX Text 7.6
AutoCAD SHX Text 7.6
AutoCAD SHX Text 7.8
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.3
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.0
AutoCAD SHX Text 7.9
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.1
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.3
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 10.2
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.2
AutoCAD SHX Text 8.3
AutoCAD SHX Text 11.1
AutoCAD SHX Text 11.1
AutoCAD SHX Text 10.9
AutoCAD SHX Text 10.9
AutoCAD SHX Text 10.8
AutoCAD SHX Text 10.8
AutoCAD SHX Text 10.7
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.5
AutoCAD SHX Text 10.4
AutoCAD SHX Text 10.4
AutoCAD SHX Text 10.4
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.6
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.9
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.1
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.8
AutoCAD SHX Text 8.7
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.6
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.5
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.4
AutoCAD SHX Text 8.3
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 8.0
AutoCAD SHX Text 7.9
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.4
AutoCAD SHX Text 10.4
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.4
AutoCAD SHX Text 10.3
AutoCAD SHX Text 10.2
AutoCAD SHX Text 10.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 9.8
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.3
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.4
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.7
AutoCAD SHX Text 9.6
AutoCAD SHX Text 9.7
AutoCAD…
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