UNCLASS DISTR_C_C24541102 REV A DP2.3.X HUB FLANGE FASTENER_A3u_PTIsigned05P3 Signed.pdf

LIST OF MATERIAL

REMARKS

MASS, LBS

NOM

PART / SPEC NOCAGEMATERIAL SPECMATERIALDESCRIPTIONQTYITEM

89.4SEE NOTES 206 &

NI-CU-AL UNS

N05500

SKT HD SHOULDER SCREW, 3.75-4-ACME-2G,

WITHOUT CENTER HOLE

1C24541102-1

89.3SEE NOTES 206 &

NI-CU-AL UNS

N05500

SKT HD SHOULDER SCREW, 3.75-4-ACME-2G, WITH

CENTER HOLE

1C24541102-2

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEET

CONTRACTOR DWG NO

C24541102

SCALE

REV

A

NAVSEA DWG NOWBSSIZE CAGE NO

D 06BZ4

TITLE

ROTOR TYPE DP2.3.X HUB

FLANGE FASTENER - PRE-ASSY

DEPARTMENT OF THE NAVY

NAVAL SEA SYSTEMS COMMAND

WASHINGTON, DC 20362-5101

PROPULSOR TECHNOLOGY INC.

SPRINGFIELD, VA 22151

CAGE: 06BZ4, WWW.PROPULSOR.COM

ENGINEER

CHECKER

DESIGNER DATE

DATE

DATE

M. KOEHLER

2/20/2019

2/25/2019

6/4/2019

J. MROZEK

M. KOEHLER

CONTRACT NO

N00178-12-D-7017

APPVL CAT PROD STRUCT LVL

NEXT ASSEMBLY

USS COLUMBIA CLASS

NA 4

CAD USER TEMPLATE INSTRUCTIONS:

1. CLASSIFICATION: DRAWINGS CAN BE: 1) CONFIDENTIAL -

DISTRO D, 2) FOUO-DISTRO D, OR 3) DISTRO C. THE SHEET

BORDER CAN BE UPDATED BY EDITING THE "AUTHORITY" FIELD

TEXT TO REFLECT "CONFIDENTIAL", "FOR OFFICIAL USE ONLY",

OR BLANK. IF CLASSIFIED, ADD THE SECURITY MARKING SYMBOL,

AND SELECT THE SECURE CLASSIFIED DESTRUCTION NOTICE.

2. DISTRIBUTION: SELECT THE THE APPROPRIATE

"DISTRIBUTION" SKETCHED SYMBOL IF OTHER THAN DISTRO D.

3. CONTRACTOR DWG VS NAVSEA DWG: DWG'S MUST BE ONE

OR THE OTHER. IF A NAVSEA DWG NO. (AND WBS) IS SHOWN

THEN THE CONTRACTOR DWG NO. SHOULD BE HIDDEN (AND VICE

VERSA). CURRENTLY SET UP FOR CONTRACTOR DWG NUMBER.

FOR NAVSEA DWG'S THE CAGE NO IS 53711, AND FOR PTI DWG'S

THE CAGE NO IS 06BZ4.

4. VIEW TITLES SHOULD HAVE TEXT HEIGHT OF 0.25 INCHES

(LABEL TEXT STYLE) AND UNDERLINED. VIEW TITLE NOTES STAY

ON THE DEFAULT "NOTE TEXT" STYLE. DECREASE SCALE FACTOR

ANNOTATION TO .18 HT. FONT SHOULD ALWAYS BE TAHOMA,

EXCEPT IN CASES WHERE SPACE IS VERY TIGHT AND THEN

ARIEL-NARROW MAY BE SELECTED.

5. INVENTOR FIELD TEXT ENTRIES MAP INTO THE TITLE BLOCK

ENTRIES AS FOLLOWS:

<Part Number> = PTI Dwg No.

<Stock Number> = NAVSEA Dwg. No.

<Subject> = WBS (this is usually 245 for Navy, blank for PTI)

<Category> = CAGE Code (53711 for Navy, 06BZ4 for PTI)

<Authority> = Classification (CONFIDENTIAL, FOR OFFICIAL

USE ONLY, or (BLANK))

<Project> = Contract No.

<Checked Date> = Check Date (duh) but ALSO gets filled into the

Distribution Statement.

<Custom: CLB or VA> = Ship Class (typically COLUMBIA or

VIRGINIA, but could be LOS ANGELES, ETC.)

6. NAVSEA Approved formatting has already been preset for the

Notes, LOM, Rev Block, Reference List, I-Point Summary Table, and

TOC. Do not change these without Navy approval.

REFERENCES

NO TITLE CAGE NO

CONTR/VENDOR DOC

NAVSEA DOC

REVISIONS

REV ZONE DESCRIPTION

A ALL INITIAL RELEASE. APPROVAL: SEE SH 1 DIGITAL SIGNATURES

3D VIEW - HUB FLANGE FASTENER

NONE

DESTRUCTION NOTICE:

DESTROY BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS OR

RECONSTRUCTION OF THE DOCUMENT. NO PUBLIC RELEASES OR PUBLIC DISPLAYS OF ANY

KIND ARE AUTHORIZED WITHOUT THE EXPRESSED WRITTEN CONSENT OF

COMNAVSEASYSCOM (SEA 00D) OR HIGHER AUTHORITY.

DIGITAL SIGNATURES

CONTRACTOR APPROVAL APPROVAL FOR NAVSEA 05P3

324541100

TABLE OF CONTENTS

SHEET NO DESCRIPTION

COVER PAGE; SIGNATURES; LM; 3D VIEW; REFERENCES; TABLES OF

DATUMS, I-POINTS & INSPECTIONS

2 NOTES

3 NOTES

4 FASTENER DETAILS PRE-THREADING

5 ACME THREAD DETAILS

DISTRIBUTION STATEMENT C

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS,

ADMINISTRATIVE AND OPERATIONAL USE (2/25/2019). OTHER REQUESTS FOR THIS DOCUMENT

SHALL BE REFERRED TO THE NAVSEA 05P3.

INSPECTION POINT SUMMARY TABLE (SEE NOTE 301)

INSPECTION PT TYPE DESCRIPTION SHEET-ZONE

1 R DIMENSIONAL INSPECTIONS NOTE 303

2 R NON-DESTRUCTIVE TESTING NOTE 304

3 R PROOF LOAD TESTING NOTE 505

4 R BAR STOCK TESTING NOTE 306

5 R RECORD MARKINGS NOTE 501

TABLE OF DATUMS

DATUM ID DESCRIPTION SHEET-ZONE

A THREAD MAJOR DIAMETER 4-C1

B UNDERSIDE OF FASTENER HEAD 4-C3

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24541102

SCALE

REV

A

NAVSEA DWG NOWBSSIZE CAGE NO

D 06BZ4

GENERAL REQUIREMENT NOTES:

1. THE PURPOSE OF THIS DRAWING IS TO PROVIDE MANUFACTURING INSTRUCTIONS FOR PRE-ASSEMBLY MACHINING OF A FASTENER

SUITABLE FOR ASSEMBLY OF ROTORS FOR THE DP2.3 OR DP2.4 PROPULSOR VARIANTS FOR COLUMBIA CLASS SUBMARINE. CONFIGURATION

SHOWN HEREIN HAS EXTRA STOCK ON THE SHOULDER BODY TO PERMIT CUSTOM SIZING AT ASSEMBLY.

2. GEOMETRY SHOWN ON THIS DRAWING IS AVAILABLE IN MULTIPLE 3D CAD FORMATS WHICH ARE EMBEDDED WITHIN THE PDF VERSION:

“UNCLASS DISTR C C24541102-1B ROTOR HUB FLANGE SCREW PRE-ASSY.STP”, “UNCLASS DISTR C C24541102-2B ROTOR HUB FLANGE

SCREW PRE-ASSY.IGS”, “UNCLASS DISTR C C24541102-3B ROTOR HUB FLANGE SCREW PRE-ASSY.X_T”. USE OF THESE FILES IS SOLELY AT

VENDOR DISCRETION AND SHALL IN NO WAY REDUCE THE VENDOR’S RESPONSIBILITY TO MEET ALL REQUIREMENTS OF THIS DRAWING.

3. THIS DRAWING IS TO BE INTERPRETED IN ACCORDANCE WITH ASME Y14.5-2009.

4. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN INCHES.

5. ABBREVIATIONS USED IN THE BODY OF AND NOTES OF THIS DRAWING ARE IN ACCORDANCE WITH ASME Y14.38-2007 EXCEPT AS

FOLLOWS: PT = PENETRANT TESTING, UT = ULTRASONIC TESTING, BTM = BOTTOM, FL = FLAT, HD = HEAD, BDC = BOTTOM DEAD

CENTER, M/F = MAKE FROM, TBA = TO BE ASSIGNED, PROP-TWH = NAVSEA SUBMARINE PROPULSOR TECHNICAL WARRANT HOLDER.

6. IN THE EVENT OF A CONFLICT BETWEEN THE TEXT OF THIS DRAWING AND THE REFERENCES CITED HEREIN, THE TEXT OF THIS

DRAWING TAKES PRECEDENCE. NOTHING IN THIS DRAWING SHALL SUPERSEDE APPLICABLE LAWS AND REGULATIONS UNLESS A SPECIFIC

EXEMPTION HAS BEEN OBTAINED.

7. QUANTITIES ARE GIVEN FOR ONE COMPONENT. DELIVERED QUANTITY SHALL BE PER THE ORDERING DOCUMENTS.

QUALITY ASSURANCE NOTES

101. THE VENDOR’S QUALITY SYSTEM SHALL MEET ISO 9001:2015 OR LATER EDITION. THE SUPPLIER MAY SUBSTITUTE AN ALTERNATIVE

INSPECTION SYSTEM SUBJECT TO APPROVAL BY THE PROP-TWH. ISO 9001:2015 DOES NOT APPLY TO PUBLIC NAVY SHIPYARDS WHICH

MUST ADHERE TO NAVSEA TL855-AA-STD-010 (NAVAL SHIPYARD QUALITY PROGRAM MANUAL).

FABRICATION NOTES

201. UNLESS OTHERWISE NOTED BREAK ALL SHARP EDGES TO MAXIMUM CHAMFER OF 0.02 X 0.02 INCHES, AND INSIDE CORNERS SHOWN

SHARP SHALL HAVE MAXIMUM FILLET RADIUS OF .020 INCHES.

202. SURFACE TEXTURE SYMBOLS ARE IN ACCORDANCE WITH ASME Y14.36M-1996 AND SURFACE TEXTURE SHALL BE IN ACCORDANCE WITH

ASME B46.1-2009. SURFACE FINISH SHALL BE WITHIN MAXIMUM OF 125 Ra MICRO-INCHES UNLESS STATED OTHERWISE. SEE ALSO NOTE

203.

203. UNLESS OTHERWISE SPECIFIED, SURFACE ROUGHNESS SHALL NOT EXCEED 32 MICROINCHES RA ON SCREW THREADS.

204. THE THREADS SHALL BE CUT. HEADS SHALL BE FORMED BY MACHINING. POWDER METALLURGY PROCESSES AND ADDITIVE

MANUFACTURING PROCESSES ARE PROHIBITED. HEX SOCKET MAY BE MADE BY ELECTRICAL DISCHARGE MACHINING (EDM).

205. THE FASTENER THREADS SHALL MEET THE DIMENSIONAL REQUIREMENTS OF ASME B1.5-1997. THREADS SHALL BE RIGHT HAND.

206. FASTENERS REFERENCING THIS NOTE SHALL BE MADE FROM MATERIAL THAT HAS BEEN SOLUTION ANNEALED AND AGE HARDENED IN

ACCORDANCE WITH QQ-N-286G. SLOW STRAIN RATE TESTING IS TO BE PERFORMED BY A NAVSEA-APPROVED SOURCE, AS SPECIFIED BY

THE CONTRACT.

XX

XX R

XX S

XX R/S

XX G

INSPECTION, TOLERANCE, AND TEST NOTES

301. TOLERANCES OF INSPECTION POINTS (I-POINTS) REQUIRING EXPLICIT CERTIFICATION ARE DESIGNATED

WITH THE SYMBOL:

IF AN "R" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION SHALL PROVIDE ACTUAL MEASUREMENT.

IF AN "S" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION IS PERFORMED BY THE SHIPYARD.

IF AN "R/S" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION IS PERFORMED AND RECORDED AT THE SHIPYARD.

IF A "G" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION SHALL BE BY THE USE OF GAUGES.

OTHERWISE, THE TOLERANCE MAY BE DISPOSITIONED AS "OK". OUT OF TOLERANCE DIMENSIONS SHALL ALWAYS HAVE

MEASUREMENT OF ACTUAL CONDITION. WHERE AN I-POINT APPLIES TO MULTIPLE INSTANCES, EACH INSTANCE SHALL BE REPORTED

INDIVIDUALLY.

302. TOLERANCES ARE NOT CUMULATIVE. WHERE TWO OR MORE TOLERANCES CONFLICT THE CLOSER TOLERANCE SHALL GOVERN.

303. FASTENER DIMENSIONAL INSPECTION:

A. SEE TABLE 1 FOR THE FEATURES TO BE DIMENSIONALLY INSPECTED. INSPECTION QUANTITY SHALL BE DETERMINED BASED

ON TABLES 2 AND 3.

B. ACCEPTABILITY OF THE THREADS SHALL BE DETERMINED BASED UPON SYSTEM 22 OF ASME B1.3-2007. FASTENER THREAD

GAGES AND GAGING SHALL BE IN ACCORDANCE ASME WITH B1.2-1983.

304. FASTENER NON-DESTRUCTIVE TESTING: ALL FASTENERS SHALL UNDERGO FLUORESCENT PENETRANT INSPECTION (FPI) IN

THEIR FINAL CONDITION. FPI SHALL BE IN ACCORDANCE WITH ASTM E1417-16. EVALUATION SHALL BE IN ACCORDANCE WITH SAE

AS1177. NICKS, GOUGES, DENTS, AND SCRAPES ARE PERMITTED, PROVIDED THAT THE FUNCTIONALITY OF THE FASTENER IS NOT

IMPAIRED.

305. FASTENER PROOF LOAD TESTING: PROOF LOAD TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM F606-16, METHOD 1.

STANDARD MEASUREMENT EQUIPMENT SHALL BE USED IN PERFORMING LENGTH MEASUREMENTS TO DEMONSTRATE NO PERMANENT

ELONGATION OF THE FASTENER OCCURS. INSPECTION QUANTITY SHALL BE DETERMINED BASED ON TABLES 2 AND 3. TEST SAMPLES

SHALL BE PROOF LOADED TO 632,035 LBF. PROOF LOAD TESTED FASTENERS ARE ACCEPTABLE AS PART OF THE DELIVERY SET

PROVIDED THAT THE FASTENER MEETS THE REQUIREMENTS OF THIS DRAWING AFTER TESTING.

1 R

2 R

3 R

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24541102

SCALE

REV

A

NAVSEA DWG NOWBSSIZE CAGE NO

D 06BZ4

306. BAR STOCK HEAT/LOT ACCEPTANCE TESTING: FOR EACH UNIQUE HEAT/LOT OF BAR STOCK, ONE SAMPLE SHALL BE TAKEN FROM

EACH END (2 SAMPLES TOTAL) AND UNDERGO THE FOLLOWING TESTS:

A. VERIFY HARDNESS MEETS THE REQUIREMENTS DEFINED IN TABLE 4.

B. VERIFY MECHANICAL PROPERTIES MEET THE REQUIREMENTS DEFINED IN TABLE 4 BY TESTING A STANDARD .500 DIAMETER

SPECIMEN IN ACCORDANCE WITH ASTM E8-16.

C. VERIFY THE CHEMICAL COMPOSITION MEETS THE REQUIREMENTS DEFINED IN TABLE 1 OF QQ-N-286G.

D. THE MICROSTRUCTURE SHALL BE EXAMINED IN ACCORDANCE WITH QQ-N-286G FOR THE PRESENCE OF DUPLEX GRAIN

STRUCTURE. NO DUPLEX GRAIN STRUCTURE AS DEFINED BY QQ-N-286G SHALL BE PERMITTED IN BAR STOCK WITH A DIAMETER OF 3.5

INCHES OR LESS.

307. ALL RECORDED INSPECTION DATA SHALL BE TEMPERATURE CORRECTED TO 68 DEG F.

308. THE MAXIMUM MEASUREMENT UNCERTAINTY FOR INSPECTION OF ANY FEATURE SHALL BE WITHIN 20% OF THE TOLERANCE OF

THE INSPECTED FEATURE.

309. A CERTIFICATION PACKAGE IS REQUIRED FOR ACCEPTANCE OF EACH LOT OF FASTENERS. A LOT IS DEFINED AS ITEMS FROM THE

SAME ORDER AND FROM THE SAME STARTING HEAT OF STOCK MATERIAL. ALL CERTIFICATIONS SHALL INCLUDE A MANUFACTURER'S

LOT NUMBER FOR TRACEABILITY; SHALL BE ON COMPANY LETTERHEAD; AND SHALL CONTAIN THE NAME, TITLE, AND SIGNATURE OF

THE CERTIFYING OFFICIAL. ONE COPY OF THE CERTIFICATION PACKAGE SHALL BE INCLUDED WITH THE SHIPMENT (SEALED IN

WATERPROOF PLASTIC) AND A SECOND COPY PROVIDED ELECTRONICALLY TO THE BUYER. THE CERTIFICATION PACKAGE SHALL

INCLUDE THE FOLLOWING:

A. MANUFACTURER'S NAME, CONTRACT NO., DATE OF COMPLETION, DRAWING-ITEM NUMBER, HEAT NUMBER, SERIAL NO (TBA).

B. CERTIFICATE OF CONFORMANCE TO ALL REQUIREMENTS OF THIS DRAWING.

C. COPY OF ALL MATERIAL CERTIFICATIONS (PER NOTES 206 & 306)

D. REPORT OF ALL I-POINTS IDENTIFIED ON THIS DRAWING.

E. RESULTS OF EVALUATIONS PER NOTES 304 AND 305.

F. LIST OF ALL APPLICABLE WAIVERS AND DEVIATIONS.

WELDING NOTES

401. WELD REPAIRS SHALL NOT BE PERFORMED WITHOUT WRITTEN APPROVAL FROM NAVSEA 05P3.

MARKING NOTES

501. EACH FASTENER SHALL BE MARKED AT LOCATION SHOWN ON SHEET 4 BY ENGRAVING METHOD TO SHOW THE FOLLOWING

INFORMATION. CHARACTER HEIGHT TO BE APPROXIMATELY 0.14 INCHES AND DEPTH APPROXIMATELY 0.02 INCHES.

A. ITEM NO. [C24541102-1 OR C24541102-2]

B. LOT NO. [TBA BY VENDOR PER NOTE 309]

C. HEAT NO. [ACTUAL]

PRESERVATION AND PACKAGING NOTES

601. EACH COMPLETED FASTENER SHALL BE COMPLETELY WRAPPED IN 1/8" THICK POLYETHYLENE FOAM SHEETING SECURED WITH

ADHESIVE TAPE. ALL FASTENERS FROM A LOT (AS DEFINED IN NOTE 309) SHALL BE CRATED TOGETHER IN REUSABLE SKID-BASE WOOD

CRATE(S) EQ TO ULINE.COM PN S-20992 OR S-18995. EACH CRATE SHALL HAVE 1/8" THICK NEOPRENE RUBBER SHEETING ADHERED ON

THE INNER BOTTOM. BULK FILLER MATERIAL SHALL BE USED WITHIN THE CRATES TO PREVENT EXCESSIVE MOVEMENT DURING

SHIPPING. SECURE THE CLOSED CRATE(S) AROUND THE TOP WITH 2X 5/8" STEEL STRAPS (MIN 1500 LBS BREAKING STRENGTH EACH).

STENCIL THE DRAWING NO. AND "PROPERTY OF US NAVY" ON THE CRATE LID IN ADDITION TO ANY MARKINGS REQUIRED BY THE

ORDERING DOCUMENTS.

5 R

4 R

SECTION 4B2-4B2

SCALE 3 / 4

DETAIL 4D2

SCALE 2 : 1

4B2

4B2

4D2

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24541102

SCALE

REV

A

NAVSEA DWG NOWBSSIZE CAGE NO

D 06BZ4

4 3 / 4

HUB FLANGE FASTENER - PRIOR TO

MACHINING ACME THREAD

NOTE: ITEMS C24541102-1 AND C24541102-2 ARE

IDENTICAL EXCEPT FOR THE CENTER HOLE. SEE ALSO

NOTE 303.

6.18 .02

2.75-.00 .01+

HEX

3.75 .03 8.77-.03 .01+

15.40 .03

4.08 .03 4.32 .02 3.460 .020

3.7503.738

(30.0) .18.02 X .10.02

CHAMFER

ONLY FOR ITEM NO

C24541102-2

.250-.015 .045+

11.90 .05 ONLY FOR

ITEM C24541102-2

.38 .02

.06R .022X

1.87 MIN

FULL HEX

2.85 MAX

.005

A

.005A

B

3X

.020AB

.030AB

.010A .010A .005A

.005A

.06.02 X .06.02

CHAMFER

60.0 3.0

45.0 3.0

.125R .0152X C

.76 .03

(.13)

MARKING LOCATION,

SEE NOTE 501

.005A

OPTIONAL: .188.010 .40.04

.438.010 X 60.0 3.0

(ANSI B94.11 CTR #5)

.005BA

.03.01 X .03.01 CHAMFER

SECTION 5A3-5A3

SCALE 3 / 4

DETAIL 5C1

SCALE 2 : 1

DETAIL 5D4

SCALE 2 : 1

DETAIL 5D2

SCALE 2 : 1

DETAIL 5C4

SCALE 3 : 1 5A3

5C15D4

5D2

5C4

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24541102

SCALE

REV

A

NAVSEA DWG NOWBSSIZE CAGE NO

D 06BZ4

5 3 / 4

.38R .04

IMPERFECT PORTION OF END

THREAD.

REMOVE THREAD AT MINOR DIAM

WHERE CROSS-SECTION IS LESS

THAN APPROX 80% OF FULL THD

(AKA HIGBEE CUT). THD REMOVAL

CUT MAY EXTEND .010 MAX BELOW

MINOR DIAMETER.

3.750 -4- ACME -2G

(5.97)

(29.0)

(.135)

(.090)

(.250)

(3.750)

HUB FLANGE FASTENER - ACME THREAD

DETAILS

NOTE: ITEMS C24541102-1 AND C24541102-2 ARE

IDENTICAL EXCEPT FOR THE CENTER HOLE. SEE ALSO

NOTE 303.

GRIND SMOOTH ANY SHARP

GROOVE AT START OF THREAD

CUT. DO NOT REDUCE THREAD

MINOR DIAMETER BELOW MIN TOL.

(19.15)

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(2,2),(-0.10937188098892,0.),.UNSPECIFIED.);

#500=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2240,#2241),.UNSPECIFIED.,.F.,.F.,

(2,2),(-0.249999999999991,0.),.UNSPECIFIED.);

#501=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2252,#2253),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.187500000000047,0.437500000000038),.UNSPECIFIED.);

#502=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2254,#2255),.UNSPECIFIED.,.F.,.F.,

(2,2),(-0.1875,0.),.UNSPECIFIED.);

#503=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2256,#2257),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.0234744094488218,0.210974409448822),.UNSPECIFIED.);

#504=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2278,#2279),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,0.207846096908249),.UNSPECIFIED.);

#505=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2280,#2281),.UNSPECIFIED.,.F.,.F.,

(2,2),(1.95721741255282,2.16506350946107),.UNSPECIFIED.);

#506=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2292,#2293),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.580960525700162,6.34332168821358),.UNSPECIFIED.);

#507=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2294,#2295),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,0.0952627944162854),.UNSPECIFIED.);

#508=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2301,#2302),.UNSPECIFIED.,.F.,.F.,

(2,2),(2.0698007150448,2.16506350946109),.UNSPECIFIED.);

#509=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2313,#2314),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.37072440944882,4.03072440944882),.UNSPECIFIED.);

#510=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2325,#2326),.UNSPECIFIED.,.F.,.F.,

(2,2),(-1.45829174651916,0.),.UNSPECIFIED.);

#511=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2327,#2328),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.45829174651916),.UNSPECIFIED.);

#512=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2329,#2330),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.14582917465192,1.60412092117419),.UNSPECIFIED.);

#513=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2331,#2332),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,0.148211130929271),.UNSPECIFIED.);

#514=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2338,#2339),.UNSPECIFIED.,.F.,.F.,

(2,2),(-0.148211130929272,0.),.UNSPECIFIED.);

#515=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2345,#2346),.UNSPECIFIED.,.F.,.F.,

(2,2),(-9.14892422621555,0.),.UNSPECIFIED.);

#516=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2347,#2348),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.919616832070375,10.0685410582859),.UNSPECIFIED.);

#517=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2359,#2360),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,0.0848528137423848),.UNSPECIFIED.);

#518=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2361,#2362),.UNSPECIFIED.,.F.,.F.,

(2,2),(4.28506709399048,4.36991990773287),.UNSPECIFIED.);

#519=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2363,#2364),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.5877132402714),.UNSPECIFIED.);

#520=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2365,#2366),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.5877132402714),.UNSPECIFIED.);

#521=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2367,#2368),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.5877132402715),.UNSPECIFIED.);

#522=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2369,#2370),.UNSPECIFIED.,.F.,.F.,

(2,2),(-1.87218899077511,0.),.UNSPECIFIED.);

#523=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2371,#2372),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.87218899077511),.UNSPECIFIED.);

#524=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2373,#2374),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.87218899077511),.UNSPECIFIED.);

#525=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2375,#2376),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.5877132402715),.UNSPECIFIED.);

#526=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2377,#2378),.UNSPECIFIED.,.F.,.F.,

(2,2),(-1.87218899077511,0.),.UNSPECIFIED.);

#527=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2379,#2380),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.5877132402715),.UNSPECIFIED.);

#528=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2381,#2382),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.87218899077511),.UNSPECIFIED.);

#529=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2383,#2384),.UNSPECIFIED.,.F.,.F.,

(2,2),(-1.87218899077511,0.),.UNSPECIFIED.);

#530=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2385,#2386),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.,1.5877132402715),.UNSPECIFIED.);

#531=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2429,#2430),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.0307244094488189,0.290724409448819),.UNSPECIFIED.);

#532=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2431,#2432),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.0173298615542863,0.143384382608944),.UNSPECIFIED.);

#533=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2433,#2434),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.580960525700162,6.34332168821358),.UNSPECIFIED.);

#534=B_SPLINE_CURVE_WITH_KNOTS('',1,(#2435,#2436),.UNSPECIFIED.,.F.,.F.,

(2,2),(0.370724409448819,4.03072440944882),.UNSPECIFIED.);

#535=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2071,#2072,#2073,#2074,#2075),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,4.85376064979623,9.70752129959246),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#536=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2076,#2077,#2078,#2079,#2080),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(9.70752129959246,14.5612819493887,19.4150425991849), .UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#537=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2081,#2082,#2083,#2084,#2085),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,4.80663675999238,9.61327351998477),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#538=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2086,#2087,#2088,#2089,#2090),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(9.61327351998477,14.4199102799772,19.2265470399695), .UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#539=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2095,#2096,#2097,#2098,#2099),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,3.29867228626928,6.59734457253857),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#540=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2100,#2101,#2102),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(-0.0942477796076938,0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186443,1.))

REPRESENTATION_ITEM('')

#541=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2103,#2104,#2105,#2106,#2107),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-6.40884901332318,-3.20442450666159,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#542=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2108,#2109,#2110),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.188495559215388,0.282743338823081),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186491,1.))

REPRESENTATION_ITEM('')

#543=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2111,#2112,#2113,#2114,#2115),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-12.8176980266464,-9.61327351998477,

-6.40884901332318),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#544=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2116,#2117,#2118,#2119,#2120),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-6.40884901332318,-3.20442450666159,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#545=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2121,#2122,#2123,#2124,#2125),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-6.40884901332318,-3.20442450666159,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#546=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2128,#2129,#2130,#2131,#2132),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-13.1946891450771,-9.89601685880785,

-6.59734457253857),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#547=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2133,#2134,#2135),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(-0.0942477796076938,0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186444,1.))

REPRESENTATION_ITEM('')

#548=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2136,#2137,#2138),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.188495559215388,0.282743338823081),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186533,1.))

REPRESENTATION_ITEM('')

#549=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2139,#2140,#2141,#2142,#2143),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,2.77498709438708,5.54997418877416),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186549,1.,0.707106781186549,1.))

REPRESENTATION_ITEM('')

#550=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2146,#2147,#2148,#2149,#2150),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-6.78584013175395,-3.39292006587698,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#551=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2151,#2152,#2153,#2154,#2155),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-6.78584013175395,-3.39292006587698,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#552=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2156,#2157,#2158,#2159,#2160),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,2.77498709438708,5.54997418877416),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186547,1.,0.707106781186547,1.))

REPRESENTATION_ITEM('')

#553=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2163,#2164,#2165,#2166,#2167),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-6.78584013175395,-3.39292006587698,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#554=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2168,#2169,#2170,#2171,#2172),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-13.5716802635079,-10.1787601976309,

-6.78584013175395),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#555=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2177,#2178,#2179),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(-0.0981747704246988,0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.923879532511233,1.))

REPRESENTATION_ITEM('')

#556=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2180,#2181,#2182,#2183,#2184),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-5.43495529071034,-2.71747764535517,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186546,1.,0.707106781186546,1.))

REPRESENTATION_ITEM('')

#557=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2185,#2186,#2187),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.294524311274055,0.39269908169874),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.92387953251129,1.))

REPRESENTATION_ITEM('')

#558=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2188,#2189,#2190,#2191,#2192),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,2.71747764535517,5.43495529071034),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186549,1.,0.707106781186549,1.))

REPRESENTATION_ITEM('')

#559=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2193,#2194,#2195,#2196,#2197),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-5.43495529071034,-2.71747764535517,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186549,1.,0.707106781186549,1.))

REPRESENTATION_ITEM('')

#560=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2198,#2199,#2200,#2201,#2202),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,2.71747764535517,5.43495529071034),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186547,1.,0.707106781186547,1.))

REPRESENTATION_ITEM('')

#561=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2205,#2206,#2207),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(-0.130899693899573,0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.866025403784441,1.))

REPRESENTATION_ITEM('')

#562=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2208,#2209,#2210,#2211,#2212),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-5.6313048315597,-2.81565241577985,0.),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#563=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2213,#2214,#2215),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.392699081698724,0.523598775598295),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.866025403784428,1.))

REPRESENTATION_ITEM('')

#564=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2218,#2219,#2220,#2221,#2222),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.294524311274043,-0.147262155637022,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#565=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2225,#2226,#2227,#2228,#2229),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.294524311274043,-0.147262155637022,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#566=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2230,#2231,#2232,#2233,#2234),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.343611696486382,0.687223392972764),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#567=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2235,#2236,#2237,#2238,#2239),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.343611696486382,0.687223392972764),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#568=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2242,#2243,#2244,#2245,#2246),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.147262155637022,0.294524311274043),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#569=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2247,#2248,#2249,#2250,#2251),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.147262155637022,0.294524311274043),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#570=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2258,#2259,#2260,#2261,#2262),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,2.94524311274043,5.89048622548086),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#571=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2263,#2264,#2265,#2266,#2267),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(5.89048622548086,8.83572933822129,11.7809724509617), .UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#572=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2268,#2269,#2270,#2271,#2272),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,2.66249977391735,5.3249995478347),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#573=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#2273,#2274,#2275,#2276,#2277),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(5.3249995478347,7.98749932175205,10.6499990956694), .UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#574=(

BOUNDED_CURVE()

B_SPLINE_CURVE…