HomeMy WebLinkAboutCreek Meadows PPPRELIMINARY PLAT NOTES: LINE TABLE LINE TABLE
LINE LENGTH LINE LENGTH
SHEET OIc T ,' --_ GENERAL: LABEL BEARING (FT) LABEL. BEARING (FT)
��``
1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. L1 S 48' 03' 04" E 159.58 L45 S 82' 46' 02" W 66.84
a L2 N 49' 54' 12" W 162.76 L46 N 7' 13' 58" W 61.88
2. THIS TRACI• DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM
L3 N 53' 19' 39" W 231.81 L48 S 82' 46' 21 " W 45.03
- -� COMMUNITY PANEL N0. 48041 C 0200C, DULY 2, 1992 AND PANEL N0. 48041 C 0205D, FEBRUARY 9, 2000.
�70.00
� L4 N 54' 2T 00" W 149.54 L48 S 84' 59' 21" W 45.03
3. BASIS OF BEARING: NORTH ORIENTATION IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS L5 N 51' 59' 03" W 261.98 L49 S 89' 10' 12" W 45.28
/ 11c ( �� OBSERVATION. L6 N 42' 22' 02" E 182.81 L50 S 89' 49' 51" W 35.42
L7 S 42' 22' 02" W 194.62 L51 N 48' 42' 04" W 29.97
0 300 600 SECTION 1 �/ < < a 4. ALL PROPERTY CORNERS ARE MONUMENTED BY 8" IRON RODS UNLESS OTHERWISE NOTED. L8 N 67' 00' 21" W 118.80 L52 S 86' 23' 37" W 95.07
(PH 1 B) ; � I __,,,_, __, � � L9 N 46' 37' 47" W 49.98 L53' S 54' 05' SQ" W 12.63
SCALE: 1" = 300' %� + 1L5. RIGHT-OF-WAY DEDICATION OF ROYDER ROAD CONSIST OF 1.617 ACRES AND GREENS PRAIRIE ROAD WEST L10 N 39' 09' 45" W 66.70 L54' S 24' 30' 57" E 50.20
SECTION 1 ! OF 0.676 ACRES. ALL OTHER LOCAL AND COLLECTOR STREET DEDICATION WILL CONSIST OF 61.38 ACRES IN " "
L11 N 41' 19 26 W 167.26 L55 S 41' 11 33 E 27.16
(PH 1 A)
+ L12 N 42' 30' 30" E 128.69 L56 S 6' 02' 44" W 60.69
/ _ -- _ 6. THE TOPOGRAPHIC AND EXISTING DATA SHOWN WAS SURVEYED AND PROVIDED BY VANNOY & ASSOCIATES, L13 N 14' 07' 42" E 40.95 L57 S 31' 08' 36" W 80.75
/ -- INC., UNDER THE DIRECTION OF MR. RAY L. VANNOY, RPLS 1988. THE BOUNDARY DATA SHOWN WAS SURVEYED L14 N 36' 21' 06" E 61.36 L58 S 40' 58' 17" W 58.61
/ AND PROVIDED BY KERR SURVEYING, UNDER THE DIRECTION OF MR. BRAD KERR, RPLS 4502. L15 N 55' 46' 15" W 60.05 L59S 49' 01' 43" E 90.63
A. L _-__ __-__ GREENS RAIRIE WEST � - L16 N 00' 31' 10" W 30.25 L60 S 21' 33' 06" E 97.64
McMAHAN SURVEY, A-167 ___-__ - ` / Es 1 2U, L17 S 66' 59' a6" W 20.00 L61 S 50' 30' 52" W 28.28
7. THE EXISTING USE OF THIS TRACT IS VACANT AGRICULTURAL, EXCEPT FOR SECTION lA, PHASES
-=- --=--"- ' -' s SECTION 1B, PHASES 1 4, SECTION 4, PHASE 1 AND SECTION 5, PHASE 1 WHICH ARE CURRENTLY DEVELOPED
5xgL EL DAVIDSON SURVEY, A-13 ( --- -- --- ------ --- L18 N 50' 56' 13" W 105.40 L62 S 1' 55' 55" E 16.58
AS MULTI -FAMILY AND SINGLE FAMILY RESIDENTIAL, RESPECTFULLY. THE PROPOSED USES ARE COMMERCIAL,
OPEN SPACE, MULTI -FAMILY AND SINGLE FAMILY RESIDENTIAL IN COMPLIANCE WITH THE APPROVED MASTER L19 N 4' 08' 37" W 27.39 L63 S 49' 01' 43" E 19.43
' 38' 58" E 28.28 L64 S 2' 24' 07" W 130.50
! ! I I I PLAN.
L20 N 87L21 S 47' 21 02" E 150.00 L65' S 68' 37/ 15" W 50.58
EC ON + A I 8. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR L22 N 42' 38' 58" E 52.11 L66 S 65' 43' 5r W 53.22
E � A PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED. L23 S 47' 21' 02" E 40.00 L67' S 46' 51' 32" E 32.50
I v L24 S 50' 56' 13" E 26.67 L68 S 42' 55' 37" E 24.25
H 9. FINAL PLATS FOR SECTION 1A, PHASES 1-2 AND SECTION 1B, PHASES 1-4 (AREAS HATCHED) WERE FILED
---' - 3'-- - L25 S 74' 41' 10" E 66.00 L69 S 47'
04' 23" W 11.85
----------
I I I (VOLUME 8028, PAGE 250) PRIOR TO THE PREPARATION OF THIS REVISED PRELIMINARY PLAT.
' ------------- L26 N 15' 43' 04" E 95.30 L70 S 42' 55' 37" E 50.00
10. THE EXISTING UNDERGROUND "ENERGY TRANSFER" GAS LINE IS NO LONGER ACTIVE AND IN SERVICE. THE L27 N 13' 27' 11" E 82.00 L71 S 35' 05' 13" E 38.15
' 21s� APPARENT 60' WIDE EASEMENT WILL BE ABANDONED PRIOR TO FILING OF SUBSEQUENT FINAL PLATS WHICH ARE L28 N 76' 23' 00" W 7.10 L72 S 34' 16' 29" E 69.82
! ! I------L-I------� , AFFECTED BY THIS EASEMENT. L29 N 13' 47' 27" E 103.23 L73' S 44' 37' 24" E 112.16
I (� SECTION , '1 . ' L30 N 73' 18' 17" W 59.29 L74 S 46' 49' 34" E 56.96
y 11. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT-OF-WAY L31 N 13' 20' 41" E 50.96 L75' S 49' 01' 43" E 156.63
,. q '� - ,- ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY
PH 4) L32 N 11' 14' 39" E 54.64 L76 S 52' 09' 05" E 128.50
LINE OR WHOLLY CONTAINED IN SINGLE ROW PROPERTIES.
I I !------ -- �_ ---- L33 N 8' 56' 08" E 54.60 L77 S 49' 01' 43" E 14.63
i I 12. VARIATIONS FROM THE ORIGINALLY APPROVED PRELIMINARY PLAT (DECEMBER 10, 2007) ARE SUMMARIZED L34 N 8' 35' 58" E 145.00 L78 N 85' 58' 17" E 21.21
I N A AS FOLLOWS: L35 N 10' 27' 42" W 38.94 L79 N 51' 34' 19" E 27.18
L36 N 79' 44' 44" E 10.00 L80 N 4' 01' 43" W 28.28
I'-- A. REDUCING THE DENSITY OF LOTS IN SECTION 5, PHASES 1-3. ' '> '
,,� L37 N 79' 40 25 E 15.09 L81 N 85' 58 17 E 28.28
ECTION �� ,
(! P B. RE -PHASING OF SECTION 4, PHASE 2 TO BE SECTION 4, PHASES 2A, 2B, AND 2C. L38 N 85' 16; 39» E 102.82 L82 N 40' 58' 17" E 3Q.00
SECTION 4 �' L39 S 70' 29 41 E 22.31 L83' N 4' 01 43 W 28.28
-`ncrm I' C. RE -PHASING OF SECTION 1C TO INCLUDE PHASES 1-5. L41 N 80' 26' 42" W 3 .73 L84 N 8* 2' 6" E 143.17
L41 N 45' 26' 42" W 38.73 L85 N 48' 02' S6" W 143.42
§h,EET,-2--
D. RE -PHASING OF SECTION 1C, PHASE ONE INTO PHASE 1A AND 1 B. L42 N 65' 15' 05" W 90.00 L86 S 41' 57' 04' W 300.21
+ EETi I� 3J h / - I SECTION ON 4 - _ - - L43 N 74' 41' 59" W 128.62 L87 S 48' 02' 56" E 138.29
t 13. MODIFICATIONS PERTAINING TO THIS DOCUMENT AS COMPARED TO THE LATEST APPROVED PRELMINARY PLAT
AND -i \ -� (NOVEMBER 6, 2008) INCLUDE THE RE -PHASING OF SECTION 1A, PHASE 4 INTO PHASE 4A AND 4B
RE -PHASING OF SECTION 4, PHASE 3 INTO PHASE 3A AND 3B.
14. BLOCK LENGTHS ARE ILLUSTRATED ALONG THE CENTERLINE OF THE PROPOSED STREET AS SHOWN ON THE
2 ' J INDEX SHEET.
,
i i I (PH + 15. THE EXISTING UNDERGROUND "ENERGY TRANSFER" GAS LINE IS NO LONGER ACTIVE AND IN SERVICE. NO
N 4 S + TION 4 / SE0 ION 2 EASEMENT WAS ON RECORD.
' HA) , .
3 16. COMMON AREAS ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES.
\4z
X ,i., 17 DIMENSIONS SHOWN INTERIOR TO THE LOT ALONG CURVES ARE ARC LENGTHS
1 1
1 I
1 1
!!
1 I
!!
II
1 1
1 1
SECTION 3
(PH 2) \,
j) \ S'
1 `
SECTION
PH 1) \
18. THE 25' WIDE PRIVATE ACCESS EASEMENT (P.A.E.) SHOWN ACROSS LOTS 1-4, BLOCK ONE, SECTION 1C,
PHASE 1A AND 113 IS SHOWN IN AN APPROXIMATE WAY ONLY. THE EXACT SIZE, LOCATION, ORIENTATION AND/OR
- WIDTH SHALL BE DETERMINED DURING THE FINAL PLATTING OF THIS SECTION.
SEC 19. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION
8-T OF THE CoCS SUBDIVISION REGULATIONS.
S 1 (PH 1
HOMEOWNER'S ASSOCIATION (HOA):
1. BUILDING SETBACKS ARE ESTABLISHED IN THE PDD ZONING APPROVED ON JUNE 12, 2008, AND THE
` 1 COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. THEY ARE GENERALLY AS FOLLOWS:
SINGLE-FAMILY MULTI -FAMILY
y SECTION 2 '
FRONT 20 16
(PH 1 B) STREET SIDE 15' 15'
(PHREAR 2 ------------ 0 20'
r-
` 1145'
I_ 1 OAREAS ARE WHOLLY
w 2 ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON
\� I 1 , ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA
\, I TABLE.
+ / I
' 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS,
SECTION 7 ! CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION.
' , .,,':SECTION �:1 B (PH 1) _,__-�_-__- _�__-__ 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. FOR ALL SECTIONS. MAINTENANCES OF THE
113 \ (PH 1) �� + PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE
THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION, EXCEPT FOR SECTION 1C, PHASES 1 4.
MAINTENANCE OF SECTION 1C, PHASES 1-4, SANITARY SEWER SHALL BE THE CITY OF COLLEGE STATION, ONCE
98. ' ACCEPTED BY THE CITY OF COLLEGE STATION. MAINTENANCE -OF ALL ROADWAYS IN SECTION 1C, PHASES 1-4,
SHALL BE BRAZOS COUNTY, ONCE ACCEPTED BY BRAZOS COUNTY. ALL SIDEWALKS CONTAINED IN SECTION 1C,
PHASES 1-4, SHALL BE MAINTAINED BY THE CREEK MEADOW H.O.A. MAINTENANCE OF THE PRIVATE DRAINAGE
ST 3 OF 4 + ` ' AND DETENTON FACILITIES, COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS,
t� AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A.
\\� EE OF 5. THE ALLEYS ARE DEDICATED IN COMMON AREAS AND SHALL BE PRIVATELY MAINTAINED BY THE HOA
TION 3 P� SE 7 _
(PH 1) ,�. �\ (P _ ems- 6. MEADOWMH.O.A.
ION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL RESPONSIBILITY OF THE CREEK
CONSTRUCTION STANDARDS & NOTES:
Q� \ ECTION ry SECT 7 �__ -- 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE FOR THIS SUBDIVISION. ALL NEW
(� WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES,
H 2) y \� STANDARDS, AND SPECIFICATIONS. THESE WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT
Q
�AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE
, \ HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL BE PROVIDED
\ ' ILLUSTRATING SUCH.
1 t + Q `
\\R + ch 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER.
W
THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND CONVEYED BY A STORM SEWER SYSTEM AND
y - /- - WILL BE CONSTRUCTED TO
DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION FACILITIES
,�- CONTROL THE PEAK RUNOFF DISCHARGE TO PRE DEVELOPMENT RATES. THE STREET AND DRAINAGE, SYSTEM
Lij \ WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS.
` 0 0% ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND MAINTAINED BY THE CITY OF ,COLLEGE
STATION.
R ION 6 Ld
�
\� 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY COLLECTION DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS,SYSTEM
\�
AND
N �. N SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT', 'STATION
_ THAT WILL PUMP WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE CASTLE
N 5' (P �� _ Sao Q GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE INSPECTED AND MAINTAINED BY THE CITY OF
\ 1COLLEGE STATION.
\ `7 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILIZES (BTU). THE
ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE
FRONT OF THE LOTS AND IN 10' PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU.
\ 5. WATER, SANITARY SEWER, AND STORM SEWER ALIGNMENTS SHOWN ARE FOR REFERENCE ONLY. A MASTER
> IN E \%� HYDRAULIC ANALYSIS, FOR EACH SYSTEM, WILL BE PROVIDED AT THE FINAL PLATTING STAGE TWAT WILL
'. DETERMINE LINE SIZE.
\ `
\ � 6. ILLUSTRATED SIDEWALKS ARE 4' WIDE AND LOCATED 4' OFF THE BACK OF CURB.
7. STREETS TERMINATING AT A FUTURE PHASE SHALL BE CONSTRUCTED WITH A TEMPORARY CUL-DE-SAC IF
SHEET 4 OF 4
THE STREET EXCEEDS 100'IN LENGTH OR EXTENDS PAST MORE THAN ONE LOT.
` °� `.
CURVE TABLE
CURVE
LABEL
RADIUS
(FT)
DELTA
ARC
(FT)
CHORD
BEARING
Cl
35.00
93' 58'
27"
57.41
N 4' 37' 12"
W -
51.18'
C2
1004.93
47' 05'
23"
825.92
N 18' 49'
20"
E -
802.87'
C3
910.00
46' 35'
16"
739.93
N 18' 34'
17"
E -
719.71'
C4
904.93
47' 05'
23"
743.74
S 18' 49'
20"
W -
722.980
C5
35.00
02' 17'
25"
1.40
S 43' 30' 45" W - 1.40'
C6
50.00
67' 30'
16"
58.91
N 56' 46'
02"
W -
55.56'
C7
1355.00
22' 17'
18"
527.10
S 62' 04'
51"
E -
523.78'
C8
9.00
60' 50'
55"
13.78
N 59' 34'
50"
E -
12.47'
C9
7809.70
00' 47'
48"
108.80
N 79' 16'
31"
E -
108.60'
C10
534.00
07' 08'
17"
66.53
N 81' 42'
30"
E -
66.49'
C11
1010.00
32' 34'
55"
576.36
S 25' 28'
09"
W -
568.63'
C12
1070.00
29' 33'
14"
551.92
N 18' 23'
00"
W -
545.82'
C13
25.00
92' 44'
33"
40.47
N 79' 31'
53"
W -
36.19'
C14
325.00
11' 23'
13"
64.59
S 59' 47'
26"
W -
64.48'
C15
50.00
132' 54'
11"
115.98
S 25' 28'
49"
E -
91.67'
C16
945.00
27' 48'
13"
458.03
S 84' 02'
22"
W -
453.56'
C17
1429.19
11' 22'
55"
1 283.91
1 S 38' 29'
21"
E -
283.44'
C18
291.00
10' 20'
55"
1 52.56
1 S 39' 26'
56"
E -
52.49'
N
VICINITY MAP
NOT TO SCALE
COMMON AREA TABLE
AREA
LABEL
AREA
(AC)
100% ENCUMBERED
BY EASEMENT
AREA
LABEL
AREA
(AC)
100% ENCUMBERED
BY EASEMENT
A
0.953
GG
0.161
B
0.108
P.U.E.
H'r-i
0.084
C
0.124
P.U.E.
II
4.103
PR.D.E.
D
0.588
JJ
1.709
E
1.40
KK
0.051
P.A.E.
F
0.254
PR.A.E./PR.D.E.
00
0.203
PR.D.E./P.U.E.
G
0.760
PR.A.E./PR.D.E.
QQ
0.172
PR.D.E./P.U.E.
H
0.293
PR.A.E./PR.D.E.
RR
0.293
P.U.E.
1
0.452
PR.A.E./PR.D.E.
SS
2.373
PR.D.E.
J
0.078
PR.A.E./PR.D.E./P.U.E.
TT
6.139
K
0.817
UU
1.410
L
0.862
W
0.154
M
0.091
P.U.E.
WW
1.005
P.U.E.
N
0.069
P.U.E.
A'
0.107
P.A.E.
0
0.510
B'
0.041
P.A.E.
P
0.211
PR.A.E./PR.D.E.
C'
0.137
P.A.E.
Q
0.391
PR.A.E./PR.D.E.
D'
0.161
P.A.E./P.U.E.
R
0.378
PR.A.E./PR.D.E.
E'
0.109
P.A.E.
S
0.257
PR.A.E./PR.D.E.
F'
1.452
PR.D.E.
T
0.082
PR.A.E./PR.D.E.
G'
0.701
U
0.753
PR.A.E./PR.D.E.
H'
0.050
P.A.E.
V
2.516
1'
0.011
P.A.E.
V'
0.075
it
0.948
P.A.E.
W
2.006
K'
0.135
P.A.E.
X
3.257
L'
0.086
P.A.E.
Y
5.893
M'
0.086
P.A.E.
Z
7.271
PR.D.E.
N'
0.185
PR.D.E.
AA
1.992
BB
0.242
CC
0.131
DD
0.795
EE
0.760
FF
0.228
NOTE: THE COMMON AREA TABLE 15 ALL OF THE COMMON AREAS FOR THE
ENTIRE CREEK MEADOWS SUBDIVISION WHICH ALSO INCLUDES AREAS
PLATTED PRECEEDING TO THIS DOUCMENT.
P.U.E. - PUBLIC UTILITY EASEMENT
P.A.E. - PUBLIC ACCESS ESMT.
PR.A.E. - PRV. ACCESS ESMT.
PR.D.E. - PRV. DRAINAGE ESMT.
aw KS SURVEYED BY: KERR SURVEYING, LLC
505 CHURCH STREET, P.O. BOX 269
C COLLEGE STATION, TEXAS 77841
PHONE (979) 268-3195
SHEET OF 4
a tyIr slow
I
,L
CREEK MEADOWS
SUBDIVISION
214.862 ACRES
SAMUEL DAVIDSON SURVEY, A-13
JESSE BLEDSOE SURVEY, A-71
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SURVEYED: MAY 23, 2006
CLIENT INFORMATION
CREEK MEADOWS PARTNERS, L.P.
�f
c/o TODD CARNES
230 SOUTHWEST PKWY EAST
COLLEGE STATION, TX 77840
OFF: 979 694-4040
(979)
FAX: 694-4141
FILENAME:0359PPIB
I SCALE: 1 "=300'
t
SUBMITTED DATE: OCTOBER 16, 2006
REVISIONS: 12/10/07; 8/14/08; 10/20/08;
1391 SEAMIST LANE <77845>
REVISIONS: 12/3/08
POST OFFICE BOX 9253
DRAWN BY: A.J.B.
COLLEGE STATION, TEXAS 77842
CHECKED BY: R.A.M.
EMAIL: civil@rmengineer.coni
FIELD BOOK: N/A
PAGES: N/A
RME CONSULTING ENGINEERS
OFFICE - (979) 690-0329
CLIENT NO. PROJECT NO.
FAX - (979) 690-0329
202 - 035 9
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NOW OR FORMERLY
1. RIGHT-OF-WAY DEDICATION ON THE SOUTH SIDE OF GREENS PRAIRIE WALTER W. RUOFF, JR.
& WIFE LYNN M. RUOFF
ROAD WEST TOTALS 0.354 ACRE (15,416 SQ.FT.). 300.73' (VOL 1694, PG. 111)
(CALLED 11.18 ACRES)
2. RIGHT-OF-WAY DEDICATION ON THE NORTH SIDE OF GREENS PRAIRIE N� 43* O� 08 E N 420 39" 06" E 496.70
5. 2'
4Z..31 91
ROAD WEST TOTALS 0.322 ACRE (14,021 SQ.FT.). /_7 - - - - - - - - - - - - - - - -- - - - - - - A',
NOW OR FORMERLY
71)
DONALD & MARTHA ROYDER\
Ljj �4 0 0
(PER BRAZOS COUNTY APPRAISAL DISTRICT) U)
(CALLED 3.42 ACRES) 06 1p 0) C;d 0 LLJ
0:2
C> o. I - - - - - - _z,____- `z ce u
W
94.47 :2 y Qu
•
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A va 0 -5j F- _j
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N 030 34' 22"E 0
IN- <
92.06 F IN �2*55'42" E
93.90
V v
jo (E4) I I4
G I IL J
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NOW OR FORMERLY NOW OR FOR E7HY
V Im
q 42-55-42" 42-55'1+2" EDWARD C. &
SCOTT M. & WANDA SUE ELLIOT j! 92.00' 92.00' MARITA O'DELL
I , 71 IV 5,9 �j -5,
(VOL. 2510, PG. 326) 1
< LOT 3, BLOCK ONE
(CALLED 6.77 ACRES) C. (VOL. 7005, PG. 246)
\I- 2*55'42" E
nR -01, , 10.0- It I (
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01' - __7 1 3-
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PUBLIC R.O.W. COMMON AREA - COMMON AREA -
DEDICATION GREEN SPACE ALLEY (MAINTAINED
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SURVEYED BY: KERR SURVEYING, LLC
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COLLEGE STATION, TEXAS 77841
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