HomeMy WebLinkAboutGREAT OAK SUBDIVISION PP (2007)\ m -es p
93.34' ) I °o Ocrail Run EsfotTwoPhose 1
Lot w i , .. I Block 565 i p / i ♦) 1 o I l rl l%l, r ` I r 1\ \• \ ` \ \
Henry Hie Scher N 41 *14'07" E o i ( , ✓ >( [ ✓ # Val. `351, P9. / :
Vol. J09, Pg. 535 i \ I I 1 ! ` r' t� ° ' pI�TTEDI•' 1 f -' ! I M "' C L } 308
,i \ I H.6.k Common Area_ �r I H.O.A. Common Area �i
pond
v Ex. 40' R.U.W. / ; 318 ! / i / Ex I ty, !
31s / I i h Stormwater Detention`1'aciliyl / , / Stormwater Detention Facili t�
,., r I/ n �0 �� 1 t 316 ( " (f0 Acres) �; (t0.2 Acres) I
W.H. Frazier Survey, A-122 "'�"�°°+ ( F rl �, i_ �G/ -- F ,----�' — i- r�/V 43'503 E - 3475�76 # �� fF F3o6 _ r (.
Y LJ U ^_ ` / \ ` B/O�i 4 1 c' r ^° / /O�'ik^T 6' 1 C 1
✓ones Erwin Survey, A-119 _ _ _ _ _ �' I u I ) ^- i f r , \ { )� 1 I Joe
- - - - - - - Asphalt movement J } (` r �j 1 I s ! f / 7 1 19 20 �2(� 22 1 � 23 24 25 26" 27
_ Wa/n_u_Rood-(4g R.O.W.) - - - - - - 1 8(
♦AC� I\� t \� �! ,� �B/OCk 4 304
15 \ �,<. �`' /fI e /: F;', f *� � .�� �I l J / t /-
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Yls ;Subdivision `` `� ( \
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3 / II I i FH 10 14 1 12 7\ / ��
��\ �� • John & Linda L. Kemp
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I
„y I J 7 ] Z3 J �\ 5i f j 20.305 Acres
j Lot 9 \ y, \ / tL /�� \ 1-- l `ve 1p, . _ _ _ I l !13 3 j1, �, /
I w. Terry Stiles er �X 32 I ! - I�� �` �_ : _ ` ��� % = RO 9 14 - 4 0 2 ;� Vol 2561, Pg. 86
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t/o% 691, Pg. 466 # k� l — `— ` J ru"' , 1 \, 1 1 �' 12 1 ' l + / lV ' `' L �81 ^o (NOT PLAITED)
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�/ s f / i�� / r,.1�.f 88{/ t co 3 39.873Acres / NJ
13 / '� /p �r I , 3 18
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Vol 3350, Pg. 238145 626
36(NOT PLATTEDD)
300 ' �0 j/ y
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-298- 1 125
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•c � � , '`- 1 '( � �� '��-♦. ` 1 • � f „ ' � . LH O A� ` Common ' Ai�sa �'iE � / 22 14 � ; �' ~<j . � ��, � i `1- 33 41:
KC/IV/TY MAP
Scale: 1" = 200'
// V 61 l .; 1Z{��IhI / / I# �, �tormwoter D tention Faci/i :7 ` r 5', r
, ,` y♦ t `"✓/l, 1%J)J i , 21 / r 6% 7 8 9 10 y 12 13 14 - �. -. / Legend
6R6 N _ 294 _ i , i �1 / a % j /,l i� % 1; ; �' �J \ A . ;� .<< , rr 32 t _ � -� ^ - - - - - - - - - - - _ _ _ _ — .. - FM - - FM Proposed Force Main
u o i (, { ( l/r 1 -1 ` ��a ; t ` �::- ~ , _ 1 20 �__ - - - = so s� Proposed Storm Drain System
o (� l[ (` '- �' ` I F'^ ♦• �/� i (.., \. =LTft `5toti n l'' 6S Proposed Sewer Line w/ size
/
• N "� I� ♦, / ( - x %� 8 1 \\\ ., o 19 OXWOO __J1 S 45'0821 " E - 332.50'
h� 0 2s2 h ( j : t �( // ♦1 '`� t� _ ! / 8W Proposed Water Line w/ size
\10 l 1, I }. k0 ; n %,, t B/OCkr 5 % \:"�', .i FH� / 1, k FH on 31p _ Ex. 12" s/L / • � m � � m m —, � • Phase Line
%' 1
�29 lye , „ , r _— �-
26 2, / C �♦ / ( t��' .1 ' 3 7. '" ' - " "" Las Po%mas Subdivision Property Line
r ✓ II } t r i } yt 10 15% 14 -1,3 25 26 27 _ O Po%mo Rid a Dr
R � �.. ♦�, (50' Row 8.77 Acres e8-- ExistingContour Line
0 29° ♦ \ -i, ( , ,r / Deb -/ \�\ % r = % 11 \`+�' (13' , r B/O / I - r Vol 7367, Pg. 053 / O Proposed Sewer Manhole or Junction Box
C� N v �, I ti\ .\\ r I (, s 9 ��,`��_w/ �', 1 �`` �♦ . ` ' � �\; l� . ' � � .n, f ♦ AC� j - / b Proposed Fire Hydrant
t u: =�Y:. i �� ( r ' �i 12 r i I 7S I Ex. 8" w/L (PLATTED) P Y
g Proposed Storm Drain Inlets
290�y 5,% / / r / 1 ,� %/A r / 8 "F 7 o & 8' %, l 1' 0 I I
/ , f y ` 1j+ x If 9 f0 11 12 24 23 22 - 21 t� D=4 Proposed Culvert
�[! L 1 v r{ `_ .: / ;h _ - _ _ _ _ _ _ _ - ®_ a 19 70 ROW w/24 Paved County Road Section
1., �; y� - Block 3 j , - / - 0 1 14�, :K ,,;� - �I `� / E 16 PUE Adjacent on Each Side
L115 - - - - - .� 50 ROW w/27 Curb E Gutter Street
!.�\\ y 1? `�,i r. ai '� - `.l.- ll(•� 1 16 L 1 'E ,rr�i '
�I[(p ♦ i%� \ \.: G%i% V ` /- '�/ (•� f / ./i, '�� E 20 PUE Adjacent on Each Side
30418
-
!,��! ,)i 1 ; 17
18' 13 14 15 16
19 20� 21 22 �` 17 / '� GENERAL NOTE
S
l V'� 'V 1 „-• x /'�� i -� \ �' 'Cominori „Area . ;a y .� / 1. Proposed Land Use is Single Family Residential.
�A ✓S � �� 1 %� "� ' -' ` -' a �� W , �) 1 b ALI1 tip + I I ` 2. Land Use Statistics: 297 Residential Lots to be lotted.
?, / l (f31 Ac 's) 2 / 24.9� \ _ p
`�\ �� \\\ J // i n i \` • :,f 10 4\ � 29 Avg. Size of Non-Sewered Lots = 1.66 Acres
✓` r i t -,
�' " ' r t I // /' X I-� - �Y%t ' / 1 ♦ 8 r ` Albert P. Ribisi Avg. Size of Lots w access to Public Sewer = 0.25 Acres
,30 28 27 26 25 24 �23 1 10 9 1W \ /
` s8 g� r > oo , t 7 it 10.43 Acres / 3. Public Right -of -Way to be dedicated = 26.18 Ac.
3 ,, "' Vol 1169, Pg. 506 Total Un-Platted Lot Area Acreage = 105.26 Ac.
16.20 Ac � TIED) age = .
(NO C� 1 / 0 T PLA '��'
Total Common Area Acre
31 1 / 4. All Common Areas shall be owned and maintained by the
A
-
� I �- �, s � � ``=- -•-\ 1: �,�,, „ 2 � *- = � _ � --� ,, f / Homeowners Association.
`• I (/'«� =�� -� ;,� / i 4 5 �6 7 6 c� / 5. According to the FEMA Flood Insurance Rate Maps for Brazos County,
\� \\ j 1 1-- 2� 3 ,8 -
`�- �1j r9 33- 34 35 36 37 38 1 2 3 '4 Texas and Incorporated Areas, Ma Numbers 48041 CO182 C effective
r \ i rr ! +� 1 1 - '� / July 2, 1992, this property is not located in a 100-year flood
} _ - - -- -- -- ®- with e
(/r ♦ ) . �,' �� - j F ! B/O i9 i `- hazard area. Floodplain will be determined in accordance 'th th
�, -,�� ,` i / " t Y / ♦ -`_ �- City of College Station Stormwater Management Ordinance.
/ frf - } /� '- / S 43 46 58 W - 3090.15 i 7 /
♦ \. \ V i \ ' / Stormwater detention for this development is provided in the Common
\ \ '✓ ` \ -298- - o o ... / Area upstream of Mulberry Drive.
\ ♦, i t V�' ;� I II�'f l ��%� _=�/� { J % / - ,, % / , 6. ORIGIN OF BEARING SYSTEM: Bearings shown on this plot are based
&isGng Lake / on Texas State Plane, Central Zone, NAD-83 datum in accordance
L9 f / N ( r� C_- J [ / ��N' 1� with City of College Station 1994 GPS Control Monument No. 117.
, s I / �� �= t = �a" / ! ,�Northing:10191794.723
o. /°ti - - \ I \ �'`� J Easting: 3559915.379
,j)r 1 .- { t �290 - - .fie, Elevation: 321.83 (N.G.V.D.)
( + J }\ \t� l Grace Sto/%ne Abbate, /ndividua//y, and Q
,c g ground own on raw7. Existing d contours shown this ding were obtained from
Grace Sta//one Abbate and Charles Anthony Abbate
Co -Trustee of the Jim Abbate Testamentary Trustee N the City of College Station aerial contours mapping program (2005).
N Co/%d 208.32 Acres , 8. Water service will be provided by Wellborn Water Supply Corporation.
Boo} �16 J - \ Vol 2310, Pg. 12 Q 9. Sanitary sewer service for Phases 2-9 to be provided by City of
/ i G`k'T I;• �/ V 1 College Station.
( } N + 5 •7 _ _ �i, t } D Q � 10. Electrical Service to be provided by Bryan Texas Utilities (BTU).
eo '; 11. Abbreviations:
Nr ; / 'I !l1 / / D y P.U.E. - Public Utility Easement
3 H.O.A. - Homeowners' Association
Pr.D.E. - Private Drainage Easement
B.S.L - Building Setback Line
DIVE TABLE r4 g
i 296 V } L20 /'� _J- - I W
/ ; J 4/ / UNE BEARING Distance o
ti' m / d) Use l } �t �� ��� ` \ L1 S 74 37'49" E 78.88' 3
/ 7 / (PlatteLdnd r`�� " o
esid en P9. 296/'- l l (\ V % L2 S 51'S3 51 W 89.38 Street
T L3 S 15'54'07" E 50.67' (70' ROW w/Rura/ n
N. - / Hof• 4 50, / ` L5 S 46'28'24" E 33.37' _ Pvm't Secton)
l/ -- � �. � � N 55'1006 E 38.96 - --- _ ---
�� I / L6 S 7T53'13" E 74.11' - ,
L7 N 59'15 02 E 22.07 50 B.S.L. I Street
Section 1 } 1 - \ r _ L_-� I ( �( ` , �5 J J� 1 '�\ 1 (\ \\ .,I . L8 N 1 T54'33" E 28.62' ( I I _ I 1 (50' ROW w/Curb E Gutter
glghts 3 -J L9 N 41'35'10" E 20.31' 1 I 1
_mood N . ck 1 35 J + l , I 2 \ 1 " Li
( LLi - E 2T Asphalt Pvm't.)
r,y Ip 6 } ` ) , � ��••,, 1 \ j L10 N $2'00 36 E 72.33 1. ( I 1 ( - -
She i 353, pg p) _ 't ' =`� ( 2 / I ( J \�`'� \11 ( } \ J ♦� L11 N 18.45'27" E 34.51' = I a
Vol' p�tfE ,p ( j l 1 [�-_ ��\'� L12 N ,68'50'13" W 54.67' 1 o:I 1 ( 1 ' • 20' P.U.E. N ryy�
� ` L ' L13 N 66'S9'24" E 71.4T I w N ( 1T /co/ Comer'. I y.. 3 - - -, r __ — .. t,3
( Lq
/R = 60Q Od' I + i / (� \� = ( L14 N 84'58'09" E 46.07' Lot Lot vi I
" L q� I • e.s.� I -�
( _ �'�� r '! L15 S 42'05'43 E 73.36' 10 �i /.OoC� 1 (i /. DoC)) ai ,� o I (� I1 I 1 ? I I b 91
L= 272.538
it / 320 - %I 1 L16 S OF 12'02" W 72.76' (.- b 1 I mot`. (: a I 1: N
i R I Chd19, a
. 270.L17 S 42'31'48" E 91.38'
)S 5T2d'05"(W /1 j �;O>. �..�\ (1�j� ` �` L18 S 3259'04" E 70.56'�-
Shetwood Olive 44`1s21 / 1539 �y� \ \a\\ i `�` L19 S 4747'20" E 68.94'
100' R.O.W.\\� L20 S 28'01'04" W 47.10'
Vol 353, Pg. 635 - l .,. �zl �� ��` L21 S 554620E 90.71 i ( I 5 7 5' 1--- s
L22 S 04 58'59" E 79.43 1 -
' (� ( J 1 t �,� O ♦ \\ \ 1� L23 " (- 10 P_U.EJ L------I `- -- N .J -_l
t , so• so' S 3T29 56 W 58.92
L24 S 50'41 58p E 56.99� 10' P.U.E. 20' B.S.L
L25 N 790216 E 24.67 �r�r�-r�r�r
( 1 \� i '�� \ �� ���• 1� > �� l ( I r L26 S 5634'S4p E 92.8T. T�I(� N / LOT w A MESS TO
L27 N 7T01 10 E 126.20 LOTS SERVED BY AN ON -SITE
� r r ,�
L28 S 61' 19'20" E 71.45' �r /'r �r PUBLIC C ' �7E'//�CiR e�.7 l �tJ TE 1
L29 S 11'15'32" E 42.79' SE XA(,TLi BACM TY (OSSF)
is accordance w/Couatp & State Regulations)
hill
01A,Frl�m4ur -4 1 Ar A
GREAT OAKS S UBDI VISIO.
224.534 ACRES
JAMES ERWIN SUR I/EY, A- 119
BRAZOS COUNTY, TEXAS
Submitted: JANUARY 2, 2007
Revised: JANUARY 16, 2006
SC4LE.• I" = 200'
SHEET 1 of 5
Prepared by
orp. McClure & Browne Engineering/Surveying, Inca
>y, Suite 191 SE 1008 Wo Station k Dr., Suite 103
Texas 77019 College Station, Texas 77845
4-1122 (979) 693-3838 I f
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Block TWO
`ti 1 3 i Vol. 351, Pg, 5s5
(PLA V
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. 40' R.O.W.
/ t ii 1 I III
�. IIII I'I III / III I'� J;l
_ I i -- ----- /- OI---------��1.1 J --- J L--- 20 P_u7:7------I ! I------� �--' ---- ��--�—I s�l---------'4;
. / c CT � GTE` GT.�" T _ 6T GT ". GT _[; E' GTx?' : CTF GT:� ^TEF --`', Gtt' CT=� l;r:E \ C,T.^r r _;E C;?cE T (;s:E r,T%E r,T=F ^T�F ram ,.T rrs FT
----� ,----- --- ------ r-- / ( 10 P.U.E.
- ---- -- -- -----, -- - - ----- -I -
r_ / / r 1 I, i P �fr-1;�Block4 �I� I I —3io' j
-/- -- -- --/. )�":7.5'
- - - -c•-(' Y w� -
Asphalt Pavement �` \ i `.. I / ` / 1 1\ \ t
--I -- -- -- -- -- -- �/ sow l /\� \ 1.21'Acres j�l\��\�I `I ,/ I I \ `I� I III= /125
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� 1.26 Acres
Block 4 / / l�•
s' / / 1.53 cres\�\ `► ! ; I \ I ( ! I ; I - B.S.L
�., \� �- / / I / 3 1 li'\� '+ \ I 1 ! ! l i(i- , I I� 8 I I =
Holt Hills subdviso� l - —
\ �� ,, \ / / ;o I I I I
� � 1.53 Acres 1 1 �
\ Vol. 261, Pg o �? ,
(PiArrEo) �/ \ \s2 s%a ems. \ J I,z= \ �" 11 ' I �h \ 4 15 I I \ s I ! ! ; ,I \ 3,2 / I ` s,o i� 1
// / 1 /, t I I I ! 7.5'1
L / I / / r ' 1�l/ 171Acres I I 1MI 10
I ( 1 Illy \ ,6 I ' ��,�- I ! I I I �/ ` -129 Acres
f / I Lot 9 I \6• 03 �¢ \ i20;;,
.(aE/ . l B.S.L./ �� 1 �I//l/)1 / \ ( ( I ' I -� r I ! ( 1 J o Block 4
I W Terry Stiles, et ux va \ \ I I
Vol. 691; Pg. 466 I \ \ I I
E 1
1s \\ 7
I .r s� 3 �` / \ t' _=J _( ' , __� —.J �——_---—____ rl_L�®•Vg // _ _ / w/4.'°ubl/c \ __
\`ro. — i si Rol
32 \ , 2,s - _ _ :- _ °ewo -
{/ 1.96 Acres l�. / 0 1 - - - - - �� - I I 1
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J.10 ,ACres I 1�
>l000'R I— Block 5
16, P , L - 140-_
V t
20' P.U.E. / / / / O / % ./ ` f� Jf l 1,1 - 320' �1 _ r i ; r''
LL------326'-- --�--� / // //'1t,\ \ --o — `------5�• \�'I `� (
— +—,---- -- 1 li I ;� ——27r-----J I I .
1 / P.
140
20 1 1 I I i —
\ I/ B'.S.L l 1/ l 3 1.3O� Acres ,�� i } B.S.L. I I I / I, \
i / i iI! lI I 19 II I II / C
y\ ) I \1.38Acres\ ( (� ( \ I / - - - - - - - - OD
- -
J �I (� �.20Acres 1'/�/ `� I rt 3,z= ----- ---
\ t
i \ ( 316 \ 1 50' 70•: Ro ' c. - - - / ii i 1 I r , I I + I I 1 %� i 2 i L a_ 140
(t W —'., _.310'_—_. — ', 'I� \ \ ' ! 1I L--------
YP.) 124' EP- �J -- - ---_—� I
EP ('" `- -- ;— — — � — � 338' � —
`---- ---- 1l%-1-�-�-� 1 _ I I �j-------- -- I i r \ C J✓A' �Il�l \� / �J ��� 9 i
u 300' l I t ^ -310�/ I`(/ / 1�� \' i O i+�_`--^— —__ ---a,: L---�
t
\_ i 40_ v
0 AC), ( 1.22 Acres / / I i /, / 1 'I I ��;_ _ = I I I ' \ \ ( �, III I
Z• 1 1 1 20 P.u.E• ,(typ•)` , ► li '��1 i 8
o.30 —— 'v I
1 , 1.03 Acres I I o 1 I /20' P.U.E. �ii \ t/> + i n I f 3oe I -- _r— — — - — — — 70 Row �I I II (—L— 9�• /
L------- 345'--- -- \ I-- _ —� -_ ----- L� -- -- 1` I / `24' EP-EP
— —� 20 P.U.E._- �I
3 _ I 1
\ �� L----=300' 1 70'Row -----/--- --�fl 7 I
/ ,c/iJ/ /.ill 1 \ \ 24' EP Ep 1,w.
W ' / I i j - ry `'.I I I 11 i\
I I 22 % f /•%/ l ,I 1% -� I ! I I I , i 1 I ,.-a•-m — �_ — _ ISO -1 i
I �c 29 1.24 Acres 6 ��
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5 . SHEET 5
Scale: 1" = 100'
Legend
FM — -
- — FM —
Proposed Force Main
SD
so
Proposed Storm Drain S stem
6S
Proposed Sewer Line wsize
8W
Proposed Water Line w/ size
— — — '
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Property Line
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Line
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I
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D=1
Proposed
Culvert
Abbreviations:
P.U.E. —
Public Utility Easement
H.O.A. —
Homeowners' Association
Pr.D.E> —
Private Drainage Easement
B.S.L —
Building Setback Line
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I GREAT OAKS SUBDIVISION I
224.534 ACRES
JAMES ERWIN SURVEY, A -119
BRAZOS COUNTY, TEXAS
Submitted: JANUARY 2, 2007
Revised: JANUARY 16, 2007
SCALE. 1 ' — 100'
SHEET 2 of 5
Owner Prepared by
Indivisa Corp. McClure & Browne Engineering/Surveying, Inc,
2121 Kirby, Suite 19 SE 1008 Woodcreek Dr., Suite 103
Houston, Texas 77019 College Station, Texas 77845 V��
(713) 874-1122 (979) 693-3838
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Scale: 1" = 100'
Legend
FM —--— FM — Proposed Force Main
SD -SD- Proposed Storm Drain System
6S Proposed Sewer Line w/ size
8W Proposed Water Line w/ size
Building Setback Line
Phase Line
Property Line
28e— Existing Contour Line
0 Proposed Sewer Manhole or Junction Box
-6 Proposed Fire Hydrant
I Proposed Storm Drain Inlets
D=Q Proposed Culvert
Abbreviations:
P.U.E. — Public Utility Easement
H.O.A. — Homeowners' Association
Pr.D.E. — Private Drainage Easement
B.S.L. — Building Setback Line
NOT FOR REC- ORD
AP AP AP AP
Ofm
224. 5J4 A ORES
JAMES ERWIN SURVEY,, A -119
BRAZOS COUNTY, TEXAS
Submitted: ✓IANUARY 2, 2007
Revised: JANUARY 16, 2007
SCALE- I " = 100'
SHEET 3 of 5
Owner Prepared by
Indiviso Corp. McClure & Browne Engineering/Surveying, Inc.
2121 Kirby, Suite 19 SE 1008 Woodcreek Dr., Suite 103
Houston, Texas 77019 College Station, Texas 77845
(713) 874-1122 (979) 693-3838 V==-
V
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6S Proposed Sewer Line w/ size
8W Proposed Water Line w/ size N z
— — — — Building Setback Line m
Phase Line 0
Property Line D
Zas----- Existing Contour Line
O Proposed Sewer Manhole or Junction Box {
b Proposed Fire Hydrant II
g Proposed Storm Drain Inlets
Proposed Culvert
Abbreviations:
P.U.E. — Public Utility Easement
H.O.A. — Homeowners' Association
Pr.D.E. — Private Drainage Easement
B.S.L. — Building Setback Line
MOT FOR
RECORD
PRELIM.1NA R Y PLA T
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..N sDsD Proposed Storm Drain S stem
/ (( 6 \ z \ I ;.0 \-= rr / s sw s s 6S Proposed Sewer Une w� size
\�. J� r �.1 / W- - 8W Proposed Water Line w/ size
—
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\\ _ /,l �� -t /-,ry�`� / / / % I (, a I ( I • • Phase Line
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\ � -.\ i 4 ✓ � / `- i "\ : \ i '`� � � :'- '' :' � � � � e-- ExistingContour Line
1111. I I I I O Proposed Sewer Manhole or Junction Box
_ _ BA i 19 I I ' � .� � -- � Proposed Fire Hydrant
j \ --//'/ .ti \ ,� �;: - g Proposed Storm Drain Inlets
198' 135' ss' ss' ss' ss �.-0 Proposed Culvert
Zo o „ s 20' P.U.E. E Abbreviations:
✓ \.LEI`\ / \ % j Uri _ .� / 1{��� \�\\� i , / ) �/ i vJll� ,ye /ti S 4✓/6 5B W J090 %S P.U.E. - Public Utility Easement
H.O.A. - Homeowners Association
• ` = `� \ i / v " 1l + ( 1��� \\'\�. - -/ f %f ` ( ��ti ( Pr.D.E. - Private Drainage Easement
i j B.S.L - Building Setback Une
Grace Sta//one Abbate,
and Grace Sta///one Abate an Charles Anthony Ab,6te
�.1� Co -Trustee of the ✓imm Abbate .Testamentary Trustee
9` �- f� (111 (� \ 1 / = _ _ i Called 208.32 Acn!s f / 1
Yo% 231Q Pg. `12 �.�
NOT FOR RECORD
GREA T O.AI�S SUBDIVISION
224.5J4 ACRES
JAMES ERW/N SURVEY, A -119
BRAZOS COUNTY, TEXAS
Submitted: JANUARY 2, 2007
Revised: JANUARY 16, 2007
SCALE 1' = 100'
SHEET 5 of 5
Owner: Prepared by
Indiviso Corp. McClure & Browne Engineering/Surveying, Inc.
2121 Kirby, Suite 19 SE 1008 Woodcreek Dr., Suite 103
Houston, Texas 77019 College Station, Texas 77845
(713) 874-1122 (979) 693-3838 IRMO=-
10150002-003-Ol.dwg d