4211BCertificate of Ownership and General Dedication_
(I, We) the undersigned owner(s) of the property shown
herein; hereby adopt this as (my, our) plan of subdivision
and dedicate the streets as shown to the public use
forever and hereby certify that (I am, we are) the
owner(s) in fee simple of the property, and as property
owner(s) in fee simple of the property, and as property
owner(s) have an unrestricted right to dedicate
right-of-way and/or grant easement as shown on this
plat.
Owner Printed Name: James J Mathis
Signature* ate: /l AZ-802.1
GRAPHIC SCALE
( IN FEET )
I inch = 60 f t.
Exempt Plat of
LOOS Rock Estates Lots 31 & 32,
Formerly Chilhowee Mountain Estates,
Lots 1, 2, 3, & Part of Lot 73C & Part of Lot 42
BEING LOCATED ON MAP 125 AND REPRESENTED AS PARCELS 13.01; 13.02, 13.03, 13.04, AND PART OF 11.52
SITUATED WITHIN THE SEVENTH DISTRICT OF SEVIER COUNTY, TENNESSEE
WITHOUT THE CORPORATE LIMITS OF ANY MUNICIPALITY
Phyllis Lee Crisp, Register
Blount County Tennessee
Rec #: 610981
Rec'd: 15.00 Instrument #: 923396
State: 0.00
Clerk: 0.00 Recorded
Other: 2.00 11/3/2021 at 1:45 PM
Total: 17.00 in
Map File FILE Pgs 4211B-4211B
GLT MAP 125 PARCEL 012.01
CHARLES A DIAUTO LIFE ESTATE r
certification of Category dfi Survey RB 2639 PG 2056 / / / / / / / / / i / / / / / / / \
1'1VICINITY
�� ti ,A J, ;'✓/p � o:- survey, v \ \ 73B \ \ _ / / / / / / / / / / / /
I hereby certify that this is a ab Yet..••• Y• \ \ \ \ \ \ "FINAL PLAT PARCEL 73 CHILHOWEE \ \ \ \\ / / / / / / / l T l l / /
being a Remote Sensing Surve�,.•i'►s1 `rule , \ MOUTAIN ESTATES SECTION 12" \ \ `I \ / / / / / / / / / / MAP
0826.03-.05(4) set by Rule � O it; ij; Real , \ \ \ \ \ YAP FILE 2307A � \ \ \ // / / // / / // �1�� � ( / // / N.T.S
Time Kinematic Survey Proct l { � the
\ \
was prepared in compliance. wit �2 I \ \ \ \ / / / / /
Rues of Tennessee State Bomar r Laid \ \ \ \ \ \ \ \ \ / / / / / // (S� CO
Surveyors -Standards of ProBtiC\BS I \ \ \ \ \ \ \ \ \ _ F O
Registered Land Surveyo �� j9
�•.\ \ \ \ \ 1 \ S 29 45 33 E 430.06' \ \ FVNCEJ /
Tennessee Certificate No 1501 DF a� � N � �•, �,� \ \ \ \ � "' ' .-- / CLT MAP 125 PARCEL 106.00 / •� / / \ \ \
` \ \ \ \ (S 32'S1'27"� E 430.76') \ \ '' s LOST/ / / / CHARLES A DIAUTO LIFE ESTATE/
EXEMPT PLAT APPROVAL_ `` —
\ \ \ \ \ \ \ \ \ \ \ \ \ \ FENC ) ( _ _ i / / RB 2639 PG 2056
This plat is exempt from the requirements of the \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ POST X2 / LOT 42B /,
Minimum Subdivision Regulations based on provisions of \ \ , \ \ \ \ \ \ \\ \ \ \ \ \ \ �N LINE \ ' I ( / "RESUBDIVISION OF LOT 42 SECTION/ SIX/
Sections 13-3-401 and 13-4-301 of the Tennessee \ \ \ \ \\ \ 1 \\ \ \ \ \ \ \ \ \'j�. 1 / CHILHOWEE MOUNTAIN ESTATES'
Code Annotated, because (A) no new street or utility \ \ \ \ \ \
\ \ \ , \ \\ \ \ \ \ \\ \ \\ + \ „BSI / /� MAP FILE 238 A42
construction is required, (B) all resultant tracts are over \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` / J / / / / / / / / / / // / / // REMAINING PORTION OF LOT O
/ / l / j % / l / / / I / / I / / "RESUBDIVISION OF LOT 42 SECTION SIX
NEAR
five (5) acres in size. All resultant tracts do have access CLT MAP 125 PARCEL 012.00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FENCE ' - / / / / / / / ( / / / / / / / / / / / ( / CHILHOWEE MOUNTAIN ESTATES" \
to a public road right-of-way by virtue of direct access WILLIAM J. & MARGO \ \ \ \ \ \ \ / / / / MAP FILE 2382A
easement represented hereon. Certifications which BAMBACH N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ POST
demonstrate compliance with other applicable state laws RB 561 PG 211 \ ^\ (
and local ordinances are properly affixed and the TRACT 72A \O r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ — S , / / / / / / / / / / ( /
boundary of the survey has been checked for accuracy. "EXHIBIT OF PROPOSED M\ \ \ \ \ \ \ \ \ \ \ \\ 27 48 25 /
° SUBDIVISION OF TRACT 72, \\ M \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ : I , \ ' I E 702.49'
Registered Land Surveyo CHILHOWEE MOUNTAIN ESTATES' \ srl\ \ \ \ \ \ \ \ \ � \ � \ \ � � \ � � \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I , \ � I / _
\ \ —� i ( ( (1/2.>/IPF
at MAP FILE 2361E \ \ \ \ \ \ \ \ \ \ \ \ ) I \\ \ \ I (S 30'43'/1' E 698.39) / / /
Tennessee Certificate No 1501 D \ W �! \
\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ { o ( ` \ \ \ ` / / / / / / /I /( / / / / ( (NEAR oA/S 32'36'32"\E 215.37'' "KLS„
(S 35'44 20 E 215.47) \ \
\ \ \ o 00 18"cMP
LO
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ 1/2 IPF o / /LOIN L NE f EMOV CS BY THIS PLAT 1 / /
NOTES\ I I ( o o / / / / / / / / I ( / / / / / / /
1) CURRENT PROPERTY RECORD INFORMATION AS FOLLOWS: \ I \ \ \ �� ` /�� \ ' I ' i I I / / / / / / / / / r ��
j \ \ L \ \ \ \ I I I l i ) 1 ` I 1 I ---I' / / / / / / / / / , 2 , / / / I 1 i l / / / / / / / / / / / / O J l \ °o M \
1 I I \ _-�� 1 \ I I i l \ / / / / / / / / / / 1 / l I l / / / / Q / / \ \ \ � Oh to
PARCEL 13.01: STANDS IN THE NAME OF JAMES J. MATHIS, JR. AND IS OF / ) I \ \ \ \ \ \ { I \ i j I I I O i- O / / / / / / / / / / / / / / / ( / / / / / / / / / / // (� / ( \ \
RECORD AS "PARCEL 1" OF RECORD BOOK 2645, PAGE��20, AND IS / \ \ \ \ \ \ \ ) I \ \ \ J f ) I ) I ) ( I \ /
FURTHER REPRESENTED AS PART OF LOT 73C OF THE PARCEL 73 ( 'BSI \ \ \ I \ \ I h_ \✓_ F- h� / / / / / / / / / / I /
CHILHOWEE MOUNTAIN ESTATES" MAP FILE 2307A / i NEAR \ \ \ \ \ ` I I ' , \ I I) / I j I \ ' I , �/
I SEVERELY \ 1 \ \ \ I { I I \ { ,-I / / / / / / / / / / J / / / / / Q /
PARCEL 13.02: STANDS IN THE NAME OF JAMES J. MATHIS, JR. AND IS ) { LEANING \ \ \ \ \ Q /// // // / / / / / / /� / O / / (
v
OF RECORD AS PART OF RECORD BOOK 2378, PAGE 2007, AND IS ' I CHESTNUT
FURTHER REPRESENTED AS LOT 1 OF THE RESUBDIVISION• PART OF LOTS \\ OAK\ ,\ \\ \ \ \ \, 1 I ` j I I I I \ \ \ \ I I \ \ \ �< / / I l / / l I / / / S 32*46'55" E 986.07'
42 & 73C SECTION SIX & TWELVE CHILHOWEE MOUNTAIN ESTATES" MAP \ ^ \ \ \
>
FILE 2392B \ \ �� �\ \\ \ \ \ \ \ I I ) I I I \ ) { ) { \ \ \ / ) / ( / / (S 35'44 21 ' E 986.32) /
PAR 1 STANDS IN THE NAME OF JAMES J. MATHIS, JR. AND IS \\ \ \ N \ \ \ \ \ ) I I I I ( ) ' I / / / \ "K S"t
PARCEL 3 03
OF RECORD AS PART OF RECORD BOOK 2328, PAGE 1096, AND IS
FURTHER REPRESENTED AS LOT 2 OF THE RESUBDIVISION PART OF LOTS \ \ N W \ \ \ \ I I I ) I I ) \ \ Q ( / / ( ) I ( ( ) I I / / r i / / / / / / / / / / / / / / / / / / / /1 \ V. \
42 & 73C SECTION SIX & TWELVE CHILHOWEE MOUNTAIN ESTATES" MAP \\ \ `l,) " \ \\ \ \\ \ \ ' I I I { I I I I I ` \ \ \ \ \ \ \ �O / / ) ( I { { ( I I / / / r� /_ / / / / / // / // / / / // / / ' \ O
FILE 2407B \ - \ I 1
\ \ rn 0 \ \ \ \ I I I I I I I % l \\ \ \ \ \ \ \ \ 1►�-� ®( ( ( i l I ) I I 1 ` I 1 / / / / /
PARCEL 13.04: STANDS IN THE NAME OF JAMES J. MATHIS, JR. AND IS \ N M \ \ \ 1 I I \ \ \ \ \ \ ( O / / / / / / \
OF RECORD AS PART OF RECORD BOOK 2328, PAGE 1096, AND {S \ \ \ r \ \ �0$' , �Q I I ( \ ��
FURTHER REPRESENTED AS LOT 3 OF THE RESUBDIVISION PART OF LOTS \ \ o\ �\ \ \ \ \ j I � \ \ \ ) \ \ \ \ \ > I I ( I ( I I \ 3 ,
42 & 73C SECTION SIX & TWELVE CHILHOWEE MOUNTAIN ESTATES MAP \ \ \
FILE 2408A \ \Lo
to \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ I ( I \ \ �\ \ \ \ \ \ \ ` / / / / // // // /
E \ \ \) \ \ \ \ \ ) I I l I 1 \ \ \ \ \ \ \ \ / / \ 00 \ \
PARCEL 11.52: STANDS W THE NAME OF JAMES J. MATHIS, JR. AND IS OF I$
RECORD AS "PARCEL TWO" OF RECORD BOOK 2645, PAGE 20, AND IS \\ \\ \\ \\ \ 6 �, \ \\ \\ \\ \ \\ \\ ( I I ) 1 j \ \ L,OT LINE {�EMbVED BY ,THI PLAT / / / / / / 1/2 IPF N\ \ \ \ \ 6 �' \ \ \ \ \ \ \ \ \ \ I j 1 f \ \ \ \ \ \
FURTHER REPRESENTED AS PART OF LOT 42 OF THE RESUBDIVISION OF \ \ , l \ \ \ \ "
LOT 42 SECTION SIX CHILHOWEE MOUNTAIN ESTATES" MAP FILE 2382A \\ \ \ \ \ \ \ \ \ \` \\ \ L \ \ \ \ \ \ \ \ \ \ \ { \ \ \ \ \—\ ( { --I---( —�— I / / 31 —� \ ,� '�—� \ �--�—\ \ \—L� ----- \3.
k.
ALL OF THE REGISTER'S OFFICE KNOX COUNTY, TENNESSEE. \ \ II'�AI'
\ \ \UNKNOWN
2) THE PURPOSE OF THIS PLAT IS TO RESUBDIVIDE 3 LOTS AND PARTS OF 2 I \O \ W \TII�(G \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \\\ \\ \ \ \\ \ \ \ \ \ \ �� // ( } I ( ( I ( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ I I ) I / J \ 0 \\
OTHER LOTS AND CREATE 2 LOTS AND A REMAINING ACREAGE. Gj O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O \ ^\\ \\ \
3) 'TENNESSEE COORDINATE SYSTEM OF 1983" NORTH BASED ON TDOT -(5,��
REFERENCE STATION TN17, BEARING COORDINATES OF N 544,772.86 E ����P �� \ \ \ \ ` \ \ \ , \ \ \ \ \ \ \\ \ \ \ \ \ \ \ h. N / / I
REFERENCE
DISTANCES HAVE NOT BEEN REDUCED TO GRID DISTANCES. p�� / \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ / / / ( I PART OF \ \ , \ \ \ \ \ \ \ I , I ) i ( / / r \ \
4) GPS EQUIPMENT WAS USED TO DETERMINE THE POSITION OF CONTROL
POINTS ON THE SURVEYED PROPERTY IN ORDER TO ESTABLISH THE \
MAGNAIL IN
POSITIONAL DATA WAS OBSERVED J A PH LT + I \ \ \\ \\ \\ \ \ \ \\ \\
BEARING BASE FOR THIS SURVEY. RTK POS / \ \ \ \ \ \ \
ON THE DATE(S) OF 14 JULY 2021 UTILIZING A LEICA GS16 /� /� / j I { \ ) \ \\ \ \\ \ \\ \ \ \ \\ \ \ \\ \ \ \ �' 0 I
MULTI -FREQUENCY RECEIVER. NORTH BASED ON TDOT REFERENCE / 6 \ \ \ \
STATION 'TN17'. COMBINED SCALED FACTOR FOR THIS SITE BEING OF OP / ( / / / j I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,'KLS" t FENCE / "
\ \ \ � \ \ \ \ \ \ � ) POgT / / /71 � I \ I ) \ I ) J ) J K s � 1 I � SET I \
0.99985002, REFERENCED TO NAD83 (2011) (EPOCH 2O10), GEOID MODEL ����P(E / I / / I ( } \ \ \ \ \ \ \ \ T I / / / (N 35'37 W 600.00) \ I 1 \ I j �(
SOUTH 03. POSITIONAL QUALITY OF OBSERVED DATA DOES NOT EXCEED H �J \ \ \ \ \ \ \ \ \
pR / MAGINAIL IN I \ \ \ \ \ \ \ \ O I ( I ( I I
(o.oa') AND V <0.13'). / / PSPHA T \\ \\ \ Q \ \ \ \ \ \ \ \ \ \ o \ I ) I I / / N 32'39'59" W 600.79' I I ) I / I I i I N 32*48'13"\ W 237.72' \
5) REAL TIME KINEMATIC SURVEY PRACTICES WERE PERFORMED UTILIZING / / �
BASE AND ROVER CARLSON BRX7 SENSORS TO STORE COORDINATE DATA W
ON POINTS OF INTEREST ON THE SURVEYED PROPERTY. MULTIPLE FIXES ,
WERE USED TO SCRUTINIZE DATA POINTS, AND INDEPENDENT TIES WERE d' O
W b ,� J O \ / \ \ \ \ \ \ \ \ ' \ �� \ 1.
/ ) ) ) ( CLT MAP 125 PARCEL 050.00 / ) ) ( I I I CLT MAP 125 PARCEL 052.00 \
MADE TO THE TDOT NETWORK ON MULTIPLE CONTROL POINTS AS WELL j I \ \ + ` \ti / ( ( II
AS A STATIC OBSERVATION WAS PERFORMED AND PROCESSED VIA OPUS 3: / "C�b ,� tU / 0 / ( \ \ \ \ \ I \ \ \ 0 \ -� yt I I MICNIK LLC. J I / I ( / J \ JAMES J. MATHIS JR. \
O m } \ PART OF \ \ i` (p -`. „� ( ( J RB 2624 PG 1683 I I I ( ( ( I ( / l I RB 2215 PG 2857 \
TO CROSS CHECK DATA ACCURACY. �O / ';;ny� �) ` \ ��/ \ \ \ \ \ \ \ -O. I LOT 24 OF I I I / /
l< zN } .� �, 101/I d M4GNAIL IN Q \ \ \ \ �3C i I \ \ '�\ N. "� i tr �I / / / / ) I I / , LOT 26RA of
6) IRON PINS AT ALL CORNERS, UNLESS DESIGNATED OTHERWISE. ---- \ / / / J ( "SHEET NO. ONE FINAL { I ) } ) / / / "LOOK ROCK ESTATES A \
NV W ASPHALT J� \ \ \ \ + \ \ \ , \ \ \ O ��F / / / / I I SUBDIVISION PLAT FOR: LOOK / I I I I I / /
AREAS AS O ~ N ' / ) �G/ b �� r / \ I I / / / / RESUBDIVISION OF LOT B' TO \
7) SUBJECT PROPERTY LIES WITHIN ZONE "X" (OTHER )> 4 / Z Q- I / / / I ROCK ESTATES SUBDIVISION' I / I I I / LOTS 26RA AND 26R6"
DESIGNATED BY FEDERAL EMERGENCY MANAGEMENT AGENCY MAP Qr a0 I-U \ \ \ I I j t ` \ \ \ \ \ k / l I ( / \ MAP FILET 1513A/ / ) I I ( I ) I ( I J ( 2026 PG 1178 \ I
N0.47009C0400C, WITH AN EFFECTIVE DATE OF 19 SEPTEMBER 2007, ; M 0 W li \ \ \��
} I
WHICH MAKES UP PART OF THE NATIONAL FLOOD INSURANCE RATE MAP \` +A? 25 ( v \I I ) \ \ ( IPC KLS TENNESSEE
Y NN Z I / \ \ , \ ) COORDINATE SYSTEM OF
FOR THE COMMUNITY IN WHICH SAID PREMISES IS SITUATED. l�N7QQ W \ \ \ \ / I I I I I I \ \ \ \ \ I
orb ^ ^ \ \ I \ \ \ 1983 GRID COORDINATE
8) THE SURVEYOR IS NOT RESPONSIBLE FOR ANY DETERMINATION OR n =gym \ W •_ \\� \ I O { + J J ) ) \ \ \ \ \ \ \ 5\ I E: 2,569,391.95
LOCATION OF ANY UNDERGROUND CONDITION NOT VISIBLE' AND INCLUDING N N 0 �N ( ) I \ \ \ \ \ \2 \ I N. 472,914.16
BUT NOT LIMITED TO, SOILS, GEOLOGICAL CONDITIONS, PHYSICAL DEVICES t,►� " cA I ADDITIONAL ROW
AND PIPELINES OR BURIED CABLES AND SHALL NOT BE RESPONSIBLE FOR O �` co \
i0 N 'ADDITIONAL ROW PLAT
ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING OF OR FAILURE TO (fl
I \ \ \ \ \
;`t �. \ \ SECTION TWELVE CHILHOWEE \ \ Zg, �'
MAKE SUCH DETERMINATION OR LOCATION OF ANY SUBSURFACE \ c0 O\ \ MOUTAIN ESTATES"
CONDITION. FOR UNDERGROUND UTILITY LOCATION CALL 811. \ d I i \ MAP FILE 2428A I \-
\ \ \, � I (-VolOT A
9) SUBJECT PROPERTY IS ZONED R-2: "RURAL DISTRICT 2" AND IS SUBJECT \ \ \ j.Zi z ' \ \\ i 490•12 \ \
TO THE FOLLOWING SETBACK REQUIREMENTS: " W ` \' \ \ \ \ W
I / / \ ¢2.q g 42 W 4g6.58� \ \ \ \ \ \ I
FRONT: 30 L
\ (N \ \ \ \ \ \ \ \ \ I \ \ O �► / ) ) i I ( I i
REAR: 20' Z / / I \ \ \ \ \ \ I I LEGEND
SIDE: 1O' / I,{ / / ) \ I I \ \ \ \ \ I i \ ) , \ I j I
/ W "KLS" } ( \ \ \ \ \ ) \
1 O) THE ACCOMPANYING SURVEY WAS MADE ON THE GROUND AND / o:Jj 3: , / / ) , I \ ti 1 I F- I IRON PIN W/CAP AREA TABLE
CORRECTLY SHOWS THE LOCATION OF ALL BUILDINGS, STRUCTURES AND 0ED / \ \ ) I I \ I i I 0<0 0 (SET IF NOTED) -
OTHER IMPROVEMENTS SITUATED ON THE ABOVE PREMISES; THERE ARE / �� j� I \ CLT MAP 125 PARCEL 013,00 18' CMP
N N Q / I } I I to h Q IRON PIN FOUND
NO VISIBLE ENCROACHMENTS ON THE SUBJECT PROPERTY OR UPON ,n = ( STEPHANIE C. & BRIAN T. KLUEV R I ) 0
ADJACENT LAND ABUTTING SAID PROPERTY EXCEPT AS SHOWN HEREON J J+� U N / \ \ I RB 2387 PG 411 I I w W (SIZE NOTED)
/ N d / LOT 73 OF I `
AND WAS MADE IN ACCORDANCE WITH LAWS AND/OR MINIMUM / QW O 0 �� \ {ham ) I "FINAL PLAT PARCEL 73 CHILHOWE I i ( I �p Z3� ® MAG NAIL FOUND
STANDARDS OF THE STATE OF TENNESSEE. \ MOUNTAIN ESTATES SECTION 12" I { d -OJ
( aZ Z w� MAP FILE 23o7A I ) =m IRON FENCE POST FOUND
11)SURVEY WAS PREPARED UTILIZING THE MOST RECENT RECORD DOCUMENTS ! �� N ZI' �) ) / / / / I I I I I ( ) I + j �J_ O
FOR THE SUBJECT AND SURROUNDING PROPERTIES. SURVEY IS SUBJECT l,�N7 4Q I O=O Q UTILITY POLE
TO ANY FINDING REVEALED BY AN ACCURATE TITLE SEARCH. NO TITLE 5r�
SEARCH WAS PROVIDED TO THIS SURVEYOR FOR THE COMPILATION OF a�C3
THIS SURVEY. r W
12) THE ASPHALT SURFACE OF CHILHOWEE TRAIL MEANDERS OUTSIDE THE t- OWNER
/
PLATTED 50 FEET WIDE R.O.W. AND ENCROACHES ONTO THE SUBJECT CD
PROPERTY BY 4.0 FEET FOR A TOTAL LENGTH OF 130.9 FEET. 0 JOE MATHIS
13) TENNESSEE LiDAR DERIVED CONTOUR DATA IS SHOWN HEREON ONLY TO 865-556-8890
AID IN REPRESENTING PRESENT SITE CONDITIONS AND IS'NOT TO BE
CONSIDERED PART OF A TOPOGRAPHIC SURVEY. CONTOUR INTERVAL
E-- GUY WIRE
(N O'O'O" E) RECORD CALLS
N O'O' O" E
FOUND CALLS
I
—.01-I---0H_ OVERHEAD UTILITIES
I —mGUARD RAIL I
REPRESENTED BEING 10 FEET.
PROPERTY
LINE TABLE
LINE
DIRECTION
DISTANCE
L1
N 33'00'45"
E
(N
30'01'13"
E)
74.90'
(75.001)
L2
N 53'46'05"
E
(N
50'07'29"
E)
26.82'
(26.86')
L3
S 35'20'15"
W
(S
29'52'50"
W)
82.92'
(83.76')
L4
S 57'08'09"
W
(S
54'15'49"
W)
85.50'
(86.75')
TOTAL 1,307,187 30.00 TOTAL 1,307,187 30.00
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DATE:
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SCALE:
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FILE NAME:
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