HomeMy WebLinkAboutBrewster Pointe Ph 3 PP 2022 JuneVARIABLE W1DTH F+- ST
PUE N/F I N/F N/F N/F SEE SHEET 2 FOR 1, COORDINATES AND BEARING SYSTEMS SHOWN HEREON ARE
N/F BENNY J AND NANCY J GALUWAV LILLIAN & CLIFTON BENFORD N/F CONTINUATION OF
14439/147 COMMON AREA 1 BARBARA ANN BOONE JOHN WESLEY LOLL & MCIE LEE 4.5 ACRE TRACT TOMMY L BROWDER ROBERT C CARROLL EASED (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH)
AND PRIVATE DRAINAGE 9.5 ACRE TRACT 2.58 ACRE TRACT 2.00 ACRE TRACT THE OVERALL BASED ON THE PUBLISHED COORDINATES OF THE Cltt OF
O EASEMENT 12313/103 10.0 ACRE TRACT 14180/18J 12523/004 8312/106 2.00 ACRE TRACT TRACT COLLEGE STATION CONTROL MONUMENT CS94-137 AND AS
9 I 14439/147 & 15864/64 ZONED R 344/397 ZONED R ZONED R 8312/110
ZONED R J ZONED R ZONED R ESTABLISHED FROM GPS OBSERVATION.
_ N4f 55' OB'E - 469.32' EXISTING 8" SEWER LINE /`/ UISTING 12" SEWER LINE 2 DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS
_ N42 23' 24vE - 471.8T .� COMMON AREA 5 IR OTHERWISE NOTED. AREAS SHOWN AS "MEASURED" HEREON
139.00' 60.00' ' _270.32' id4D L' 44vE - 230.41` N4P W 487E - I92.51' `--T I`14T �J' I5"E - I�'�' 1 - ARE CALCULATED FROM GRID DISTANCES. TO OBTAIN
_ SURFACE DISTANCES (NOT SURFACE AREAS) MULTIPLY BY A
S-6 -6 -8 S-8 T-8 s �5-g 8 S 8 �S- ) COMBINED SCALE FACTOR OF 1.00009301916043.
COMMON AREAL r 1 �s- S-t2��=T2 �s-t=�5-t2 S-t2 S-t2 .541 SE12 _5-t2 S-t2/ F
10 - �, - / l PROPOSED t
10' PUE 0.185 AC. 10' PUE J �- J� 3. THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD
r, / \ L 7 -WIDE 10 FLUME- 1�-ITi NOTES DESCRIPTION METES AND BOUNDS. THE PUT AND
1 a439 PIJE 10 PUE - l t8 .53 20' PUE \� J _.,�.�^-� _
(� W - / �Ti I �LIL FIELD NOTES ARE INTENDED TO BE ONE wsieuMENi
\ m .. Q3> / r ` / __ `" 30' PUE / RA DRAIN To
GETHER.
\w r{. M1 r 3S.p0- SS.OP - �b5 0 2@�€�
I 6` ` u �I 13898/232 ^ 46' .I
"� I P �
5$ 4 THE HER
SHOWN IS FROM FERIAE SURVEY DATA
TRADEWMD DRIVE DEW DD, o. \� /°' f /I �) lry/ ' _ \ 30' PrUE J/ PROPOSED 6" I 10' PUE / 15' RUDE 3 I
Try is I I J \ SEWER LINE \ /// �I i NO PORTION C THIS TRACT H WITHIN THE OD YEAR
53' Roof 32 v Mort ,, T Kpx �17 Jfa. 1 1394fi/62 ` u /' �/ F
39/ - 120.551 I / i / / I / J� �) J.' -1�,"/ -r \ .,.L I FLOODPUIN ACCORDING TO THE MID IN FLOOD INSURANCE
-\ APPROXIMATE LIMITS C f .q bb ml ` o� \ ' RATE MAP FOR BRAZOS COUNTY PNO INCORPORATED AREAS,
) /l -� BSS OF EXISTING 100 I / L / '\ 'I �I R o1 0 _ yryy \ MAP NO. 48041CO325EE, EFFECTIVE DATE: MAY 16, 2012.
- \:^ % + ( r PROPOSED 8" I i STORM WATER LIMITS >14 '1 l 10' PUE ....YYYY 10' PUE a' >�
10' PUE a WATERLINE I ,^�/ IS \ \ C /Jj 31N L/ / ( I L �� �� 1D' PUE / O POE
I l30 a� 7TC -32 \ /, \ 3410' PUE l I ,05 50.5' 6, ZONING FOR THIS TRACT 15 GENERAL SUBURBAN (GS).
PROPOSED /y ] ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS
1 '�mO / �Ir ^ 0 120.00' / �9 I I 1 C'/ ( U /�Y�pW£1/ ACCESS / 10' PUE / PRWOSEO / I v Fn SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED
n '-'�] ( ` II 8MC \ PUBLIC ACCESS Im
q I 10 Lin - ( ` / / e \ / r �1S\MENT 0 521' -5 5. S 05. 0' 35.2160 �SEMENT 00 I INeWH CH THEY LOPMENT ORDINANCE FOR THE ZONING CLASSIFICATION
115.00' (\/ I \ - �/ 10' PUE a II
10' PUE O /n I a -� `� V s 1a' 10 PUE B. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT
10' PUE I 10 3 ry° a�I / 6 -HODBERRY LOOP LEAST 2" IN CALIPER OR 1 TREE OF 4" CALIPER PER
PUE H /12000' / In I / \\\\ /, I I `� �• 50' ROW 27 PAVEMENT VV ` ROW DEDICATION ORDINANCE NO. 3222.
N b 6 Io - \ \��\ S �m T FOR W.S. PHILLIPS
2 9 In ,o I// 5 28 _ s �� P PARKWAY 9. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE Cltt
115.00' >120.03' `ry 1 I ( aPPROXIMAIE LIMITS J 1�9� - 1.90 ACRES OF COLLEGE STATION. THE WATERLINES WILL BE DESIGNED
J 0 U IL _ - OF PROPOSED /3 > '� �5.� 95gQ _ I I AND CONSTRUCTED TO Qtt OF COLLEGE STATION
„Z A / 4 IP.I 0I � J ` \ � D\N\ON POND \ / �gIIyIR� 6.Ot'�/ _ 10' PUE � � A ��69� � � Leo UTILITY EASEMENTS ATT�EAFRON�OF WILL
RESIDENTIAL DIN
LOTS.
10' PUE \ i I -O f / nn \ \ ��` \ I all �. I =r .� J N THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO
t 4439/t47 / o o:" 120.00' / J EXISTING POND ry / ti ^ o ® I II FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
a
y �A 5� E� 10, LIMITS /� 27 n g 10' 10 \ yI�
ec I /115. 1�0' In I m o� .� to PUE J I' 120.00' t20,pyPUE 120.00' I� \ In 11 \ Fm 10 PROv PROVIDED WATER DESIGN
CITY E STANDARDSPORT FOR .
SUBDIVIS10ry WILL BE
t20=pi' \ J I / (" / - 121.25 COMMON AREA 5
/ Ir a / \ \ III- 11. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS
>(D I I- _ e 5 I Iro 10 I / �- P10, I C / 'O F / \ j: SUBDIVISION WILL BE PROVIDED By THE CITY OF COLLEGE
O2 BI- y / 120:00' PUE I STATION.
4 A m \ 7 /m - �, P Io _ x _ 12800'� n n Z��. 1-? �0 :MI \' \ \ \ylj 12. ALL PUBLIC MANAGE EASEMENTS WILL BE IMPROVED
w m k J� 115.00, p '. _' 3' �> a J 4 ` d / l ip' / / nI ' ` t19.98' �9JCt'j. ACCORDING TO THE DRAINAGE POLICY AND DESIGN
�L ) O( �v�l/I I PUE I 10, PUE I F STANDARDS.
m o 6 n MMO AREAS && PRIVATE J - O PROPOSED 6" I I _
@ A / Io < IZDS`4 DRAMAG SSE NT (Pr. DE) f /3xs` S x 0 S SEWER\ E \ F j
13THE HE LOT OWNER5RIVATE 1 ORETHE�HOA� OMEOwNERS ASSOCwTS WILL BE DTiBrv.
>M127.087 AC. / - 25 O7/ 1 12\ a W 3B IvNIWry� r I LANDSCAPE, FENCES, STRUCTURES, GRADING ETC. CANNOT
J PROPOSED e" ,v /_ _ \l I f IMPEDE THE FLOW OF THE PRIVATE DRAINAGE EASEMENT.
z 3 6 Ie 1 3< J / 1Fe-Ds J 1�o.on% 120.00' - m \ a rn
H /SEWER LINE rn
N 1 'J 118.70'
v 115'� / 120.y -Ia / _ / / " P POSED FIRE -I� \ o \ o"'Os" p( I W 2 ta. DETENTION PON05 AND COMMON aREtS WILL BE OWNED AND
Z C MON 2& E / / 7` �- /^ - I I O u [` MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). HOA
W@ PISD 0 C MON ARBA3&R. DE a / .S 10' / O h O HYDRANT ASSEMBLY \ ^ [" 000 Vl 1^ F, DOCUMENTS WILL BE PROVIDED WITH THE FNAL PUT IN
- O 0053 AC. gM i 110.OQ: i` \ L • O M
COMMON AREA2 VA�A Si \ PUE J /' 10• I1S .q / q a i O ( / I ^ O \ \ Sy ACCORDANCE WITH UDO SECTION 12-8.3.0 OWNERS
t14.9 -120:55 may['' 2 PUE l- n/ 24 'J ,o mI 1 16 10 P�.� ? 9 'n \ ` 39 s }.� �`'C
AND PRNATE "'rv$ 1 0 ASSOCIATIONS FOR COMMON AREAS AND FACILITIES.
)RAINAGE EASEMENT t"• J J 23.0] P0.995-- �-/ _ 421'J _ _ o �20� �^ ti]:43• J \ a� f iS. IN LOCATIONS WITH CROSS LOT DRAINAGE OF sTORMWATER
FOR STORMWATER I O I I 1 �- S 6250, 55.0' �y.0� ,00'�)0=i 5$,QQ .� )3.2-151" 1�5]- y ry J I I I •G RUNOFF, A DRAINAGE WAY SHALL BE PROVIDED THAT THE
DETENTION 6]3' 2 V T� A J �I FLOW IS NOT IMPEDED BY FENCES, STRUCTURES OR OTHER
ST 111111 IiO 10' L 10' PrDE h 1. J d I•o I FACILITIES.
113.�T 4.96' 121,41' aI PUE ✓ la J
_ „ 15 23 5 in � i 14r I i6. SIX FOOT SIDEWALKS, FOUR FEET OFFSET FROM THE BACK
,�� �. to of I e e / ro /.� I a u�]{ 116. 6' 10 COMMUNICAPONS ETONBURY AVE AND ONE SIDE OF BREWSTER DR. THE SOUTH
m / �-17.15' a -J "I - 40 In I APPROXIMATE LOCAIION ^' OF CURB SHALL BE REQUIRED ON BOTH SIDES OF
10' PUE �TIo o Y4 / �� ��o PROPOSED 120.00 12000' / 120.00n� "^
I_ 'O LOT 8 I =1 rwp I'= 11 12 I a 13 1 PUB(IC ACCESS, \ 9 EASEMENT SIDE OF BREWSTER DR WILL HAVE AN EIGHT FOOT SIDEWALK
n ( 1I �'� ` _l % / l4 rA ElA6NT 0a% r / Io WATER IED NE 8 - \ 10' PUE TO VYVX, INC ADJACENT TO THE CURB. FIVE FOOT SIDEWALKS FOUR FEET
11 01' 1 -7 PROPOSED FlRE 1 \-1 5/ AA % 3532/2D OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON
1 Jn HYDRANT ASSEMBLV f / PROPOSED 8" 5.jjbb / / �b� Tq 15 \ \ /`' I m BOTH SIDES OF ALL OTHER STREETS
- 10' VOL \ J� ~ 14D5/I WATERLINE 11/)T ROPCSED 8 n / 22 /In '01 r / -� h 11�ks` In + I j I 1 17. BREWSTER DR AND ETONBURY AVE SHALL HAVE BIKE -ANES,
�I S5.p0' S5.p0' 5500 WATERLINE 120: J'� "1 / 120.00' 1 OV - - APPROXIMATE LOCATION ^'AND NO -STREET PARKING IS PERMITTED ON THE TWO
VARIABLE WIDTH n 3 10' L"" "' "^""' _ "' - - - J 10' PUE 10' PUE 1 I =50' PIPELINE EASEMENT ON
_ PUE PUE n . ..:. .:.,. / / Ho 132/66
14439/147 i / RAMBERDRIVE n i / 18. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE
JI///1111 0 I
106.48' \ -�], vAVEMo-rt ',vn `, I ^ 16 I0, PUE col / y1, h 1 3>>/ I q 1 \" a 42 0 \E PERMITTED ONTO BREWSTER DRIVE Al ETONBURY AVE.
1
5 10, 6'/ _.. .. ,. = 116.10' I 6 �S7r \In 9 I I 19. THIS DOCUMENT WAS NOT PREPARED BY A PROFESSIONAL
oI "` "" / - - 12000- n / 120DO I "I � 00' I" V13.61' I m LAND SURVEYOR AND IS NOT TO BE USED AS PROFESSIONAL
4§,J$ 5500 5 l >2 I / - - 't2Q- \ 5,Q0' �,5.00_ 55SQ' ' 550�' 4fi JO'a 10 PUE Y.00' / 10 PUE \ SURVEYING WORK THIS DOCUMENT IS BASED ON AN ON THE
2 10.89 (: 20,00'. ? _
PROPOSED 6" / ' ^' - / _ _ I .IJ GROUND SURVEY DOCUMENT PREPARED BY BRAD NERR RPLS
m�.7s' / J 5
NO 4502.
m' Q
1 o z
VV I PUE \ SEWER LINE 17 n 20 >'�� �/ -PUE 2 17 43 �ie I OR
20 SINGLE FAMILY PARKING REQUIREMENTS
o a o f o a =15 / S S I S 132.49' / h 1 > /' n I I I A. ALL LOTS ARE UNDER 70 AND WILL MEET THE
0' PUE
120.0� 120.04' 335 12�00✓ '3� ✓ REQUIREMENT BY REMOVING PARKING FROM ONE SIDE OF A
14439 14J h i �> / PROPOSED �10' PUE \ I STANDARD STREET. THE LOCATION OF THE NO PARKING
6 / PROPOSED B" 1 I ^ 2 mil' 3 I `= I 5 _I n I `= 6 I 7 I �� g 8" WATERLINE �' o T / I �I SIGNS WILL BE DETERMINED WITH THE FINAL PUT.
J ` WATERLINE C I L L 'a I I y y
10 ( s� a 10' J 0 I� a� PROPOSED 8" w ��
PUE \/ ( e� ` ` ( p• C PUE / 18 PO/ 19 \ RLIN�M _ m I 9 / 21 PERCENTAGE WILLBE NO ACCORDANCE TWITH HTHE DRAINAGE
OF
v ..0� T \ L� 11 REPORT PND SUBMITTED WITH THE FINAL PLAT
36' S5 00 55.6U 55 00 55.00 M 00' 58 C70 55 00 46 ]p t p] 95 -�UE !01- ATE J " '
_ _
_ 10 f/E 1 10, 'tie 1p' PUE \
-. 95.00 9500' 3028' J.5
BREWSTER DAIVE i � Si - ' '• '^-+ _ • '-•--' -... .:.. ,.;;. .,:.. � s � .:. . .>22. THIS TRACT IS SUBJECT TO Cltt OF COLLEG ATION
W 6ax 38 GAVEMEMT IMPACT FEES.
w3e/vv \ BR WSILER DRIVE
Rowi�9 I'T "L J x V BREWSTER DRIVE `-»
EXISTING FIRE - \,-x - Ip `� Trove veReN as - :. = RESTRIPE
HYDRANT T a - �• TURN LANE
Al INTERSECTION ' . •. '<:.. :...: r- _ . , t:.- _ .,.. Ty ARROW
i
m. 3a PA e
OF BREWSTER DRIVE W-
Arvo m T / - f '3TW -1 - --)- -_ -- --
ESKEW DIRIVE j k20' RUE D "9 , EXISTING FIRE HYDRANT , 335
i <O AT INTERSECTIONOF CAEGATE II SEC 107 7 /
1303J/D4 > m Z 1303]/2]4 o 6 PUE CASTTEGRUE
ATE II SEC 102 I �S O o
19 'Z m ETONBURY AVENUE AND 13g37rz74 5' PUE 5' PUE 'R bi
CC PORTLAND AVENUE 26 -� 1210) 123 C COMMON r TIN
I 1i O
4 3 2 1 F M k 13037/274 _ / 16 12107/123 l 107/123 20' PUE // �` O
07/123
5 4 3 2 1 I; �Rup , cF .
17 16 IS l4 13 12 11 10 9 8 7 70.
EXISTING FIRE HYDRANT / 0' PUE I 1. f' Sf 60 30 0 60
PRELIMINARY PLAN ) AT INTERSECIVE AND I I �/ 12107 123 t �y
BRAMBER DRIVE AND / / R S >O SCALE N FEET
NOT FOR RECORD PDRILANDAVENDE 6 I �\�s>=�
VICINITY MAP
PRELIMINARY PLAN
BREWSTER POINTE
III
SUBDIVISION
30.86 ACRES - 88 LOTS
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS, TEXAS
30.86 ACRES - 88 LOPS (7.435 ACRES COMMON AREA)
SCALE: AS SHOWN
]TINE 2022
OWNER/DEVELOPER: SURVEYOR:
ENGINEER:
Rountree Developmevl, LTD �e
Z
SCHw ll•LTLL
55151nngmlrc Dtivt Bulrc6 PMB 341
College Stadoq TX 77845
Km Survryio LLC
(97�L90.7117
TBPE NO. 12327
91160UTHWE6T V E.
POO an Texas 7 Ave
Br7803
es 7
Tess ]840
College Slogan,...
(9]9)268-31
(9]9) 7843900
TBPEL6 FIRM p 100001g500
SHEET 1 OF 2
ISO
NOT TO SCALE
LOCATION
LINE TABLE
LINE It
LENGTH
DIRECTION
L1
7.34'
N41'
56'
44"E
L2
38.24'
N28'
21'
147E
L3
36.28'
44'
35
57"W
L4
25,00'
N48'
04'
52"W
L5
25,00'
S48-
04'
52"E
L6
35.36'
N86'
55
OB"E
L7
81.71'
N41'
55'
08"E
L8
35.36'
N86'
56'
377E
L9
64.26'
S48'
03'
237E
L10
35.36'
N86'
5d
LI1
35.36'
N3-
03N865Net'5N384
LINE TABLE
LINE N
LENGTH
DIRECTION
L15
43.92'
N2'
41'
37"W
Lib
28.32'
N38'
49'
417E
L17
11.6V
N44-
24'
537E
L18
35,36'
S86'
56'
37"W
L19
35,36'
43-
03'
23"W
L20
35.36'
N86'
56'
37"E
L21
35.36'
S3'
03'
237E
L22
35.36'
S86'
56'
37"W
L23
70.OV
N48'
OS
23"W
L24
3590'
N2'
10'
12"W
L25
35.36'
N86'
S6'
3]"E
L26
70.00'
S48'
03'
237E
L27
35.36'
S3'
03'
237E
L28
34.68
N1'
S8
18"W
LINE TABLE
LINE B
LENGTH
DIRECTION
L29
21.49'
S49'
04'
04"W
L30
36.80'
N89'
19'
027E
L31
37.57'
N6'
47'
11"W
L32
38.24'
N28'
21'
14"E
L33
34,13'
S84-
57'
59"W
L34
ISSAS
S48'
OS
31-E
L35
34.21'
N88'
M'
25"E
L36
55.11'
S44-
23'
487E
L37
35.3C
NY
04'
52"W
L38
70.22'
N41'
S5'
087E
L39
35.35'
N8fi'
S5'
S2"E
L40
35.3fi'
S3'
03'
237E
L41
L42
8.04'
N41'
15'
15E
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
41.51'
175.00'
013'35'30"
20.85'
41.42'
N3TO8'59'E
C2
28.85'
225.00'
007'20'46"
14.44'
28.83'
Al
C3
99JY
63.50'
090'OV29"
63.53'
89.82'
N8655'52"E
C4
17.65'
25.007
040'27'08"
9.21'
17,29'
N21'43'Ob"E
C5
149.15'
50.00'
17954'42"
629.W
99.69'
N86'56'S0"E
C6
17,65'
25.00'
040'27'34"
9.21'
17.29'
S27Y49'361E
C7
15J5'
25.00'
036'OT26"
8.14'
15.49'
46606'06"W
C8
141.53'
50.G0'
162'10'S1"
}18.95'
98.J9'
NO3'03'231V
C9
15.]5'
25.00'
036'05'26'
8.14'
15,49'
N59'S9'20"E
C10
15.75'
2500'
036.0526"
8.14'
15.49'
N23'S3'S4°E
Cll
141,53'
50.00'
162'10'51"
318.95'
9839'
N86'S6'3]"E
Curve Table
CHORD DIRECTION
S3VOO'40"E
N40'2b'09"E
N46'20b5N1
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
C12
15.75'
25.00'
036105'26"
8.14'
15.49'
C13
20.12'
370.00'
WF06'56"
10.06'
20.12'
C14
107.99'
165L36'
MY44'49"
54.02'
107.97'
C15
41,93'
430.00'
005'35'12"
20.98'
41,91'
I
I
I
1 ,
APPROVED PRELIMINARY PLAN
Approved by the Planning & Zoning
Commission on:
C16
34.08'
530.00'
MY41'05"
17.05'
34.08'
C17
25.45'
445.00'
WS16'35"
12.73'
25.44'
Cie
8.23'
505.00'
WV56'01"
4.1V
8.23'
C19
11.13C
225.00'
002'58'10"
5.83'
11.6C
C20
17.00'
175.00'
MlY33'59"
8.51'
17.00'
C21
30.23'
470.00'
OGT41'05"
15.12'
30.22'
C22
31.87-
S30.On'
003'39'43"
16.94'
33.87'
JUNE 2 2022
LOT TABLE
LOT TABLE
LOT TABLE
BLOCK &LOT #
LOT AREA (SF)
25' SETBACK LOT WIDTH
(FT)
DEPTH (FT)
BLOCK &LOT #
LOT AREA (SF)
25' SETBACK LOT WIDTH
(FT)LOT
(FT)
DEPTH (FT)
BLOCK &LOT #
LOT AREA (SF)
25' SETBACK LOT WIDTH
(FT)
LOT DEPTH (FT)
BLOCK 1, LOT I
7547.34
78.00
105.00
BLOCK 4, LOT 12
6633.00
55.00
121.00
BLOCK 5, LOT 6
6600.00
55.00
120.00
BLOCK 1, LOT 2
5783.00
55.00
105.00
BLOCK 4, LOT 13
6623.00
55.00
121.00
BLOCK 5, LOT 7
6600.00
55.00
120.00
BLOCK 1, LOT 3
5960.00
55.00
108.00
BLOCK 4, LOT 14
6467.00
54.00
118.00
BLOCK 5, LOT 8
6600.00
55.00
120.00
BLOCK 1, LOT 4
6150.00
55.00
112.00
BLOCK 4, LOT 15
12402.00
53.00
148.00
BLOCK 5, LOT 9
8088.00
70.00
120.00
BLOCK 1, LOT 5
6882.00
60.00
115.00
BLOCK 4, LOT 16
9719.00
53.00
116.00
BLOCK 5, LOT IO
8088.00
70.00
120.00
BLOCK 1, LOT 6
6900.00
60.00
115.00
BLOCK 4, LOT 17
7012.00
55.00
132.00
BLOCK 5, LOT 11
6600.00
55.00
120.00
BLOCK 1, LOT 7
6900.00
60.00
115.00
BLOCK 4, LOT 18
904L00
70.60
132.00
BLOCK 5, LOT I2
6600.00
55.00
120.00
BLOCK 1, LOT 8
6325.00
55.00
115.00
BLOCK 4, LOT 19
8159.00
70.60
120.00
BLOCK 5, LOT 13
6600.00
55.00
120.00
BLOCK 1, LOT 9
6325.00
55.00
115.00
BLOCK 4, LOT 20
6600.00
55.00
120.00
BLOCK 5, LOT I4
6600.00
55.00
120.00
BLOCK 1, LOT IO
8527M
55.00
115.00
BLOCK 4, LOT 21
6600L00
55.00
120.00
BLOCK 5, LOT 15
6600Q00
55.00
120.00
BLOCK 2, LOT I
8665.00
75.00
124.00
BLOCK 4, LOT 22
6600
55.00
120.00
BLOCK 5, LOT I6
6600.00
55.00
120.00
BLOCK 2, LOT 2
722100
60.00
120.00
BLOCK 4, LOT 23
6600L00
55.00
120.00
BLOCK 5, LOT I7
6600L00
55.00
120.00
BLOCK 2, LOT 3
720500
60.00
120.00
BLOCK 4, LOT 24
6600L00
55.00
120.00
BLOCK 5, LOT IS
8159A0
71.00
120.00
BLOCK 2, LOT
7207M
60.00
120.00
BLOCK4,LOT25
6600Q00
55.00
120.00
BARR N C -OFF ROAD
Rw VMM _ P IAVEm VMM
N' g 249E W
5'
I#
II
ROW DEDICAMN
FOR W.S. PHILLIPS
PARKWAY O
1.90 ACRES N
7
W
M
N
0
BLOCK 2, LOT 5
7208.00
60.00
120.00
BLOCK 4, LOT 26
6600.00
55.00
120.00
BLOCK 2, LOT 6
7210.00
60.00
120.00
BLOCK 4, LOT 27
6586.00
55.00
120.00
BLOCK 2, LOT 7
9076.00
80.00
120.00
BLOCK 4, LOT 28
7952.00
58.00
115.00
BLOCK 3, LOT I
8290.00
75.00
120.00
BLOCK 4, LOT 29
6553.00
55.00
120.00
BLOCK 3, LOT 2
6600.00
55.00
120.00
BLOCK 4, LOT 30
6600.00
55.00
120.00
BLOCK 3, LOT
6600L00
55.00
120.00
BLOCK 4, LOT 31
6600L00
55.00
120.00
BLOCK 3, LOT 3
6600.00
55.00
120.00
BLOCK 4, LOT 32
6553.00
55.00
120.00
BLOCK 3, LOT 4
6600L00
55.00
120.00
BLOCK 4, LOT 33
7826A0
55.00
112.00
BLOCK 3, LOT 5
6600.00
55.00
120.00
BLOCK 4, LOT 34
13513.00
54.00
122.00
BLOCK 3, LOT 6
6600.00
55.00
120.00
BLOCK 4, LOT 35
7595.00
55.00
118.00
BLOCK 3, LOT 7
6600.00
55.00
120.00
BLOCK 4, LOT 36
6690.00
55.00
121.00
BLOCK 3, LOT
6600.00
55.00
120.00
BLOCK 4, LOT 37
6634.00
55.00
120.00
BLOCK 3, LOT
7979.00
72.00
120.00
BLOCK 4, LOT 38
6564.00
55.00
119.00
BLOCK 4, LOT I
7487.00
84.00
131.00
BLOCK 4, LOT 39
6494.00
55.00
117.00
BLOCK 4, LOT
660200
55.00
120.00
BLOCK 4, LOT 40
6424.00
55.00
116.00
BLOCK 4, LOT
6600Q00
55.00
120.00
BLOCK 4, LOT 41
635300
55.00
115.00
BLOCK 4, LOT 4
6600.00
55.00
120.00
BLOCK 4, LOT 42
6283.00
55.00
114.00
BLOCK 4, LOT
6600.00
55.00
120.00
BLOCK 4, LOT 43
6213.00
55.00
112.00
BLOCK 4, LOT 6
6600.00
55.00
120.00
BLOCK 4, LOT 44
7560.00
71.00
111.00
BLOCK 4, LOT 7
6600.00
55.00
120.00
BLOCK 5, LOT I
8159.00
71.00
120.00
BLOCK 4, LOTS
722500
63.00
121.00
BLOCK S, LOT
6600.00
55.00
120.00
BLOCK 4, LOT 9
6633.00
55.00
121.00
BLOCK 5, LOT 3
6600.00
55.00
120.00
BLOCK 4, LOT IO
6633.00
55.00
121.00
BLOCK 5, LOT 4
6600.00
55.00
120.00
BLOCK 4, LOT 11
6633.00
55.00
121.00
BLOCK 5, LOT 5
6600.00
55.00
120.00
PRELIMINARY PLAN
NOT FOR RECORD
60
300 30060
SCALE
IN
FEET