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PROJECT BENCHMARK:
D
Existing-
' 322.98, TW
1 /2 "I R `� Manhole Ezistin8 .
Eley - 322.40 Back of Curb
01999
N1 6.13 0
18 322 87
l Eaistng Low
E:3553471.92 ...�
Tranrmer 1I R25.00' 322.20, TW 3.00' 63
31 TW 322
322. ,
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_11.00'_„ ! o•�+IfrT . ':g" '� .•� •' '
;. r t t{�, •. 'd o-Oi.}p;�ati!•'. 6 •aa S�• -tom
322.00 , .�� �::�sa \f s.t.n..r• a:'. a: d' , je �_
'4pa', •' �i-• .a. �. � . : a; •i..t •s • g•.y�y.a,•saea.:.+\ •. � ♦ •• r• •,:r r e.i - :., + .•..: � • '.� •a. ' %�c
322.75 TW 322.45 TW a.A.,,:yy�,, , �:� ` :'• : = -g4:s :,;..x`=a ..:;� : g:,\.:}a: a_ . a�.•� �r ,. r . y
2kU}ing Phone • s.3'
D r : - G N.. •f? . ♦ e`. f. .• q ai: as y•::_: ._ _- - -.. - _
Vault &Riser ,�/+. c Y -- ---- 322.32 .-� W - 0 _ _ _ n
-- t �3 � 323.1
0
• �' head 32 C .00
•+,-.. a•ee •a;.:4 .. r :a :�•. �r• a'•'a. y•.� a R25
.. ` ': �_ . ; : •::: s :e 4 : 322.43, TW 5, T
8 •
;, t . .•. Over 3 T
��Pbrl�0,91;Uk
Electrical
322.87, TW 322.57, TW R31.00.' 324.00
322.75 TW ' • a .. ':
-'322.91. T ..,323-00 Ool
a
•, • a m �'��'d .
C.
•° Power �.....-325.00___-
�`_� Pole
m
CONTROL. POINT: 325.75, TP-\
1 /2 IR
• • Fa;:�: Elev = 322.40 _ _ . _ _ _
a 08.53Q
323.21, TW E:3553504.43 Proposed
a� •at �
•� 'r Proposed Sidewalk Property
Proposed 6"
Bonded by Line Concrete Driveway''
Lakeridge Living, LP.
323.33.TW `t ,.>.:1
- � 10 5 0 10
Sidewalk & Driveway Notes:
1. All dimension are to back of curb or edge of
pavement, unless otherwise noted.
2. Sidewalk shall not exceed 2% slope in any direction.
3. Sidewalk shall be installed per Details SWI -00 &
SWI -02, on Sheet SW of the HCS Unified Details.
4. ADA Ramps shall be installed per Details SW2-03 &
M-04, on Sheet SW of the HCS Unified Details.
5. Driveway shall be installed per Detail #ST2-03 on
Sheet ST of the HCS Unified Details.
24"
hug �6w� �i5"
12" �w
00 w
4
6" 7"
I w
O#'4H� 3
.-.-r 4" 1- 0 34" x 18" Smooth
Expansion Dowels
Raised Curb Detail
N.T.S
hDOME!
The contractor is specifically cautioned that
the location and/or elevation of the existing
utilities as shown on these plans is based on
records of the various utility companies and,
where possible, measurements taken in the
field. The information is not to be relied
upon as being exact or complete. It is the
contractors responsibility to avoid all existing
utilities and repair any damaged lines, at his
own expense• whether the utility is shown on
these plans or not. The contractor shall
notify the appropriate utility company 48
hours prior to any excavation.
Contact Information:
Texas One Call: 800-245-4545
Lone Star One Call: 800-669-8344
Texas Excavation Safety 800-344-8377
System (Digtess)
College Station Utilities 979-764-3638
Bryan Texas Utilities 979-821-5865
Atmos Energy 979-774-2506
Verizon 979-821-4300
Suddenlink 979-846-2229
Paving Notes:
1. The pavement system shown was designed without the aid of a geotechnical
investigation. Due to the plastic soils within this area, some differential movement
may still occur due to seasonal soil moisture variations.
2. Sub -gam
a. Existing trees, stumps, and large tree systems, shall be grubbed and removed.
Vegetation shall be removed and the top 6 inches of top soil and sub -grade
stripped from the areas to be covered by the proposed improvements.
b. Paving areas shall be proof -rolled with a 20 ton roller and, if required at the
time of construction, the contractor shall stabilize weak areas by over
excavation and backfilling.
C. Materials excavated on site, excluding the top 6 inches. may be used as fill
material• under pavement areas only. if the material is free from trash, lumps.
clods, organic substance, & other foreign matter.
d. Fill material shall be placed in eight inch maximum loose lifts, with each lilt
wetted or dried to a moisture content range of 0% to +39 of the optimum
moisture content and compacted to a uniform density of 98R of the maximum
dry density as determined by ASTM D698.
4. Portland Cement Concrete
a. All concrete, unless otherwise specified, shall have a minimum compressive
strength of 4.0.00. psi at 28 days for pavement and 3.000 psi at 28daya for
non -pavement applications (ie. sidewalks, drainage flumes, and containment
structures).
b. All concrete shall be vibrated when placed and not raked a distance greater
than 10 feet.
V. Unless otherwise noted, joint spacing shall not exceed 15 feet in any direction
to another joint or edge of pavement. Control joints shall be out between 4
and 18 hours after placement of concrete and may be substituted with
construction joints. If provided, the contractor shall follow the general intent
of the joint plans shown.
d. Expansion joints shall not exceed a maximum spacing of 45 feet and should
not be placed through the middle of area inlets or junction boxes located in
the pavement. All area inlets or junction boxes, located in pavement area,
shall be installed with isolation joints between the structure and the pavement.
e. All joints shall be sealed with Sonoborn Sonolastic SL -1, or an approved equal.
f. Concrete shall not be placed if the air temperature is 50' F and falling or 95•
F or higher. Concrete may be placed if the air temperature is 40' F and
rising or less than 9W F.
5. Atml
a. All reinforcing steel shall be deformed billed steel bar having a minimum yield
strength of not less than 60 BSI conforming to ASTM A6115, Grade 60.
b. All reinforcing steel shall be free from rust or other bond reducing agents.
c. All splices in pavement and curbing steel shall be staggered and lapped 30
inches times the bar diameter or 12 inches, whichever is greater.
d. Concrete coverage for the reinforcing steel shall comply with the ACI code,
latest edition. The steel shall have a minimum 1 ilk inch clearance.
- - -- - -- --- -- -- --
W-8 W-8 - - -
1, TW
322.99,
-------------
W-8 W-8
)LJ 4D,
1, TW/Ti
Driveway Spacing Detail
N.T.S
105.79'
316.20' - I
11
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i
167.48'
75, TC
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.. Name and Address:
01
J4�1091neffln
-9
PO Box 5192 - Bryan, Texas - 77805
979-739-0567 www.J4 ufflneermg com
Finn# 9951
Project Name and Address:
Holleman Exxon
Holleman --- FM2818
College Station, Brazos County, Texas
nate:
M2012
Public
Sidewalk Plate
General Notes:
1. The topography shown is from
field survey data.
2. Refer to Final Plat for all lot
dimensions and bearings.
3. All utilities shown are taken from
the best available information
based on construction utility
documents obtained by J4
Engineering from City and
Independent agencies and/or above
ground field evidence. Shown
positions
may not represent
as -built conditions.
4. The contractor shall be responsible
for verifying the exact location of
all existing underground utilities,
whether shown on these plans or
not. Notification of the utility
companies 48 hours in advance of
construction is required.
5. Contractor is responsible for field
verifying existing and proposed
grades prior to any construction
and reporting any inconsistencies.
6. All construction shall be in
accordance
with the current BCS
Standard Specifications, Details,
and Design Guidelines for Water,
Sewer,
Streets, and Drainage,
unless otherwise noted.
7. The contractor shall be responsible
for the containment and proper
disposal of all liquid and solid
waste associated with the project
and shall use all means necessary
to prevent the occurrence of wind
blown litter.
8. Contractor
is required to provide
containment for waste, prior to,
and during, demo/construction.
9. It is the intent of these plans to
comply with all City of College
Station guidelines, details, and
specifications.
rl
t?01,
CIV
CQ` �ft0
Q
�0
No.
Revision/Issue
Date .
.. Name and Address:
01
J4�1091neffln
-9
PO Box 5192 - Bryan, Texas - 77805
979-739-0567 www.J4 ufflneermg com
Finn# 9951
Project Name and Address:
Holleman Exxon
Holleman --- FM2818
College Station, Brazos County, Texas
nate:
M2012
sheat:
C-1
As Noted
PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH
SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION
WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23
010
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Scale:
1 inch = 20 feet
Cb
WL -1 STA 0+10.00 I \ —
BEGIN 8" WL, CONNECT TO—_ --
EXISTING 8" WL
FL=320.22(APPROX)
' I �ry
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WL -1 STA 1+10.36
2-8"x45' M.J. BEND
I\ FL=319.61
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WL -1 STA 1+72.00 l
WL -2 STA 2+40.00
2-8" M.J. G.V. &- BOX
1-8" M.J. TEE
FL=320.12
i
1�1 -
/ WL -1 STA 1+34.23
WL –1 STA 1+31.53 I 1-8"x4" M.J. TEE
1-8"x4" M.J. TEE I 1-4" M.J. G.V. & BOX
1-8" M.J. G.V. & BOX I FL=319.78
FL=319.76 I
�I
END 8" WL, 8" M.J. PLUG
FUTURE CONNECTION BY OTHERS _ 2r
FL=320.24
\ WL BY OTHERS
1+95
UTURE
WL -2 STA 2+77.15 I
1-8"x6" M.J. TEE
1–STD FIRE HYDRANT ASSEMBLY '
FL=319.89 r—" 10
WL -2 STA 2+84.00
X I m �. d- END 8" WL, 8" M.J. PLUG
1
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IOW DEDI'ATION P
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MORGANMITCHELL
T.979.260.6�963
F.979.260.
P64
TX. FIRM # F
1443
511 UNIVERSITY DRP
EAST
SUITE 204
COLLEGE STATION, r.
77840
PLAN & DESIGN SPECT
LISTS IN
CIVIL ENGINEERING
HYDROLOGY - UTILITIES
UUCS
STREETS
SITE PLANS * SUBDIVISIONS
www.mitchellandmoLgan.com
1'
For Interim Review
These documents are
intended for construction,
only
not
bidding, or permit purposes.
Prepared by:
Joel J. Mitchell, IP.
No. 80649
E.
JULY, 2012'
Designed by: VJBM
Drawn By: JUJRA
Checked By: VJBM
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ABANDONED
\\
R. R. R.0.W:
I
\ CA= 04'57'16" `
\ R= 1664.66 i
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L -143. 5
9
/ CA -
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I
=
OB _ S4 '21'23 "E
/ 5
� R 1664.66'
LOT 2 /
A AGE \
PRIVATE DR IN / ♦ CL= 143.90' _
-25 .81
EMENT �
/
L
EAS
/
\ CB =S42' 26 05 "E
\
BLOCK A I (PLAT.. - V3613/P285) / / i / \�♦ CL- 25.81'
HOLLEMAN VILLAGE I - / / ♦/ Scale:
2�'H \� 1 inch - 100 feet ,
ADDITION / // , s85'S1 \
I / / I/SO4 O6 4.f "E SO4
1287 'O6'46„E \ \
(VOL. 3613, PG. / / ., . 15.37 " \ \
/ N40'55'13 E
I \
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285 D.R.B.C.T. 18 P.U.E. / i ^+f 1f 9646'33.4 `
/ / / o.
� 115.8-: 01 ,.
PLAT V3613/P285) - -./
/e4 ti / / 107.56 " \ PALOMARES
\ I / ♦ /: 0 / +�i 0.55' 13,E 24 E \ \
/ / c� b/� /,�'S, N4 \ v
I sso ♦ CONSTRUCTION '
\ + 828'12 N72'2
^� 0 1
\ % '� '.`Y' e /a /' y,°` 0'" \ `. ` \
/53
60 WIDE ELECTRICAL EASEMENT I 8.99/ / Ih >x 2o.4t 0
I
\
i , \ TO THE CITY OF BRYAN //� // I ,/ j�°P`�.° ro \ \\ /L \` CRAWFORD BUR
\ \ VOL. 3499, PG.. 199 / I / / !, / ♦ \
TRACT 62
''�' - /N85'13' "E \ � .. nn r
I \\ \\ B.C.O.R. / I / ♦ / .a �i 27.83' \ t ' \
\`N
h .. \ \`, �\ (NOT PLATTE
/ / N22'50'3 \ \ ,
I � ^,/ / 55.36 \\ \ Nt4' 66.18' I -W Q \
,•ti/ ':,o,. /� 141 4 .a --,-� \ \ `` ./A `\ \ `•.
77.11 \
I 0 < / /S47,'4 "
7'4q "E o/ _ \
6 \ / 85.81 Nas 11'86 E �/
N \ r
I I 60 WIDE ELECTRICAL EASEMENT \ , j // s , R -1 679.66
1 1 TO THE CITY OF BRYAN / / ,� 47.o4�/h� \\ \
I , \ / 9sr /� N42 52.29 "E � � " / L- 7 63.1.8 c� \
VOL. 187, P.G. 379 � 0 \ \ / \\ / / ' \'s \ �- �° ° , \\ s `
RELEASED PER VOL. 3499, \� // \,� �/ ^ \\� / "E CB = S35 04 44 \ ''
I , I PG. 205' B.C.O.R. \ , ( I/ S42'25'49,"V�\ �� 59.59' r
/ `�i 37so �� CL 756.63
I ► //
N41 ,a,�
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842' 10 5'9 W / / �� L o,`b \OA \` \
S47-34'1 ��''' C `
n� N42' 64.0 �
6'
S42.2�� 9"W
S47,34 15 N42'27 N4T00"E `
15' P.U.E. / /, 82' E 29 "E 10 't LOT 1 R IR SET
\ ,
I I - / 5425 3.26' 15 � \ \ `
(PLAT V3613/P285) / �/ s (� �,(
' I 18 P.U.E. / /j Q B P.U.E. ( \
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-1 15' P .U.E. PLAT V3613/P285)� ♦ V LO \
\
I _. /, 1 6.40 ACRES
I (PLAT V3613/P285) %lJ \� \
C
T I fTl ARAPAHOE, LTD \
1 CRAWFORD BURNETT .�/ \ \
Z � REMAINDER SURVEY OF 58.30 / Q' � cp
\
i I i , N35'� 5444.,E \ ` LQ ; \` `
p I ACRES
04 228.91 '
I J I VOL. 354/PG 416 , \ \
DRBC 1.216 ACRES, ' S 88 W \
(NOT PLATTED i/ :. 226. „ `A' - -;. _ 7 2.00_ - --- 157.50'. IR SET \
, S _ 8 3 48 2 - V - - --
1 ) 5 00 __ :_;-'._ -E -- u-..+�! . . ...
IR SET
0 �I/ ° 4' 02 - W 15 ;:1...• TYPE. 1 15 20
i i // -S 83 . ___- � �!•�,•..+�••""'�. \ TYPE I FND
453.84 FND P.U.E. P.U.E. ' "
1 __ __: -- ___• -.►• S 88° 18 02 W
,� �, .
"''•-
37.33
-- ,�... -•.•� TYPE I FND
AY (FM 2
IR FND MITCHELL PA RKW
HAR VE O .W VARIES
R. ,
CERTIFICATE OF . OWNERSHIP AND DEDICATION
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS STATE OF TEXAS
COUNTY OF BRAZOS n COUNTY OF BRAZOS
I r F T f-1 71 AtX) _ owner and developer of the land shown on this plat, and I, Karen McQueen, County Clerk, in and for said county, do hereby c rtify that this plat together, with its
designated herein as Lot 2, Blk 1 �of Lakerid e Subdivision in the City of College Station, Texas, and whose name is subscribed hereto, certificates of authentification was filed for record in my office o the _ I of �JL �1� 2012, in the
9 9
hereby dedicate to the use of the public forever all streets, alleys, parks, easements, and public places thereon shown for the purpose Official Public Records of Brazos County, Texas, in Volume �( �r Page -
and consideration therein expressed.
WITNESS my hand and official Seal., at my office i an, Texas. fj
A .�
County Clerk
t .s 11
SF Business Inves-_,P. Brazos Co nt Texas
C�I
By: Frank Rojan c
STATE. OF TEXAS ,/ J
COUNTY OF BRAZOS 1�. �.� -
Before me, the undersigned authority, on this day personally appeared C Ka %QL )tnj - known to me to
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me th he executed the some for the
purpose and consideration therein stated.
Given under my hand and seal on this day of -3-ft lA 2012.
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REPLAT
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HARVEY MITCHELL PW SOUTH
COLLEGE STATION l i '
CITY' LIMITS ��� 2• ,
N.T.S
/ 1 I a
VICINITYMAP
1 PRIVATE DRAINAGE \ //
I C'ACC'I,ACWT
BRAZOS COUNTY
CRAWFORD BURNETT\ /
2.68 ACRES '
ABANDONED
R. R. R.O.W.
\(NOT PLATTED) \
Scale: /
1 inch = 100 feet ,
\ ` /
e
PALOMARES
15' R.U.E. `�\ %% vQ �• CONSTRUCTION, INC.
VOL. 9515 CRAWFORD BURNETT
PG. 150 �< \ TRACT 62,
CA =26 °01 '59" \ �� (NOT PLATTED)
R =1679.66' , •� �
L= 763.18
CB = S35 °0444 "E
CL = 756.63
`0 �5•:.
VARIABLE \
P.U.E. \ ♦ \
r : ' VOL. 10378
j PG. 117
VARIABLE
P.U.E.
�\ V PG. 1 1 0 10 2 \ , `
NAVAJO LTD
CRAWFORD
BURNETf
C 15' P.U.E. \ • \
(VOL. 9515 ` • Ir: �r.lr `� \ TRACT 66,
Pc. 150) `� r \ \ (NOT PLATTED)
C \ •O \
\? VARIABLE
P.U.E. - \
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V \ PG. 117 \ \ \
VARIABLE
.E P.U.E.
7 - VOL. 10378
578 \ PG. 117
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_ - -- %. VOL. 9515 PG. 150 -
"Note•W... " - �'........1,- .91
228
�� - � e » r rr
226'30 S 88° 18 02 W S 88° 18 02 W
I \ LOT 2, BLOCK A
I \
HOLLEMAN VILLAGE
\\ \ \\ ADDITION
\ \\ (VOL. 3613, PG. 285.
I D.R.B.C.T.) i
1 /
60' WIDE ELECTRICAL EASEMENT %
I \\ TO THE CITY OF BRYAN
\ \ VOL. 3499, PG. 199
B.C.O.R.
I \
I 0 I 60' WIDE ELECTRICAL EASEMENT \\
r TO THE CITY OF BRYAN \
1 r VOL. 187, PG. 379 \
I RELEASED PER VOL. 3499,
D PG. 205 B.C.O.R.
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I 15' P.U.E.
i 1 I (PLAT - V3613/P285)
18' P.U.E.. C
(PLAT - V3613/P285),
_J 15' P.U.E.
I (PLAT - V3613/P285)
�Q •
1 5.02'd'ilrr'i��Q§i�SE - - -! - -- - - -- r.. Fi!r,
1 '�� - - - - -- - 7.5' P.U.E.
F
"r -r ,26' R.O.W. DEDICATION
1 i 1 15 P.U.E. 0.17 ACRES
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ODOM
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7.5' P.U.E.
S ,;pl Li L75 j 1
1 5 R OSS N
X55'
C LOT 2 ' i rD
00 _ _.i
N s 26'47 E ACCESS
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I BLOCK 1 P.U.E.
1 i irn
I a Zen II RU E. 1 .25 ACRES I �'
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I 1 15' P.U.E. - _
VOL.
- - - -- --
26.01' -
�� it RID
S 85'31 W .453•
S 85'31'02" W
32.59'
1 --- .- _0•�11� --�'� ' •�'".i`ihi I rlin` R3 ° 48 ' OL- _
�•°�`�'. 500 v 37.33'
S 83° � 4' 02" W
P�,RKWAY ( FM 2818)
HARVEY MITCHELL _
R-0-We VARIES
w
i eU � o DEE L. WALLRATH
Notary Public, Brazos 'County, Texas ': MY COMMISSIONExPiRES ` c'; SEEA1FICATE OF PLANNING AND ZONING COMMISSION
' F
1
June 20, 2016 I, V��►
'1' Chairman of the Planning and Zoning Commission of the City
"CERTIFICATE OF CITY E NGINEER
of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of
1, ALAN -_ & City Engineer of the City of College Station, Texas, hereby certify 2012,
that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station:
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS C. airman- .�•.,,.._.. ;,
COUNTY OF BRAZOS - City : ,EngineerTE T: t
Ti4 A4,r_ 5 8 r S TE L4) A Q- T ;- owner and developer of the land shown on this plat, and City of College Station (A
designated herein as Lot 1 R, Blk 1 of Lakeridge Subdivision in the City of College Station, Texas, and whose name is subscribed hereto,
hereby dedicate to the use of the public forever all streets, alleys, parks, edsements, and public places thereon shown for the purpose < City Secretary
and consideration therein expressed. Y ry
Lai. idge Living, L.P., a Texas Limited Partners ip GENERAL NOTES:
AAc ed for by its General Partner Starfish Development Group, LLC CERTIFICATE OF SURVEYOR
�By: James B. Stewart, Managing Member (Owner) 1. BASIS OF BEARINGS: TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, (NAD 83).
STATE OF TEXAS
I, Joseph Y h Beavers, Registered. Professional Land Surveyor No. 4938, in the State of Texas, hereby certify that this plat 2. THIS PROPERTY IS WITHIN ZONE X, AREA DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN,
RRA rJ T is true and correct and was prepared from on actual survey of the property and that property markers and monuments ACCORDING TO MAP No. 48041 C182C, EFFECTIVE JULY 2, 1992, ISSUED BY FEMA FOR BRAZOS COUNTY
COUNTY OF. T tL
were P �Q �,,� �- Y P ground. TEXAS. THEREFORE, NO PORTION OF' THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
to
Before me, the undersigned authority, on this day personally appeared �� v.�eS 3 known to me laced under m supervision on the round. --
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the
purpose and consideration therein stated.
Given under my hand and ,seal on this day of 0_ v V. ', 2 013.
Joseph Beavers, R.P.L.S. No. 4938 JOSEP BEAVERS LEGEND:
4935 -°
[<•I TxDOT Monument Marker Found
vru U (Type 1 )
v�
A ALM14ARGUIJO. 8vaq IRON ROD FOUND /SET
# NOTAFRY:PUBLIC r°
Notary Public County xas STATE OF TEXAS ° "�
DIRECTION
DISTANCE
LINE
DIRECTION
DISTANCE
LINE
DIRECTION
DISTANCE
L1
S42
67.45
L27
S32'23'58 "E
110.64
L53
N44 17'58 "E
51:17
L2
N42'25'49 "E
27.00
L28
N.32'23'58,'W
61.16
L54
N83'09' 14 "E
80.45
L3
N47'34'11'`W
6.22
L29
S60 02'34 "W
6.95
L55
S06'50'38 "E
15.00
L4
N47'34'1 1`W
1.5.00
L30
N32"41'1 9"W
7.00
1_56
S83'09'22 "W
55.35
L5
N42 25'49 "E
31.54
L31
N59 58'32 "E
6.98
L57
S.06'45'5.8 "E
12.01
L6
N46'46'02'''W
11.73
L32
N32'23'5.8 "W
48.59
L58
S83'1 4'02"W
10.00
L7
S43'13'587W
10.00
L33
S35'45'08 "E
92.9.8
L59
N06'45'58 "W
12.00
L8
546'46 02 "E
64.95
L34
S13'02'17 "E
59.53
L60
'0 '2 "W
S83 9 2
3.6
1 6
L9
N4403 r 08 'W
53.53
L35
S71'34'13 "W
24.59
L61
513'02'17 "E
58.52.
1_10
S45'35'45''W
9.51
L36
N18'00'58 "W
54.53
L62
N71'34'13 "E
20.33
L11
N44' 24 r 'W
15 r
7.00
L37
8 rr E
N44' 1.7 , 5
16.94
L63
,
S18 *25 .47' E
8.00
L12
�
N4535 r 4 5'E
15.00
L38
8 ' 2 "E
N 3 0 9' 2
15.04
L64
S71'34'13 "W
19.75
L13
N46'55'42 "W
45.39
L39
N22'36'54 "W
57.77
L65
S22'36'54 "E
56.82
L14
N46'55'42''W
57.24
L40
S71'34' 13 "W
25.24
L66
S44' 17'58 "W
51.14
L15
S49'50'02 "E
48.70.
L41
S18 *00'58 "E
51.64
L67
N83'13'33 "E
15.92
L16
S53'32'1 1 "W
36.81
L42
N18'00'58 "W
61.92
L68
S83'09'22 "W
119.55
L17
N49'50'02 "E
65.34
L43
S72'50'43 11 W
20.9.5
L69
N83'09'1 4 "E
161.93.
L18
S64'53'52 "E
3.12
L44
N17 *09'17 "W.
10.00
L70
S05 °15'35 "E
15.00
L19
N64'43'01 "E
17.30
L45
N72'50'43 "E
20.81
L71
N85 °24'51 "E
54.95
L20
S25' 16.'59 "E
15.00
L46
N 18'00'58 "W
6.95
L72
S.04' 14'54 "E
15.00
L21
S63'01'52 "W
17.93
L47
S71'59'02 "W
13.00
L73
S85'24'51 "W
9.69
L22
N63 W
3.24
L48
N18'00'58 "W
10.00
L74
SO4'33'1 1 "E
33.03
L23
S42 13'01 "W
42.03
L49
N71'59'02 "E
13.00
L75
S85'26'49 "W
15.00
L24
N48'53'38 "E
33.31
L50
N18'00'58 "W
36.19
L76
N04 33'11 "W
33.02
L25
N48'53'38 "E
.33.90
L51
S83'09'22 "W
8.09
L77
S85'24'51 "W
30.52
L261
N35
1 92.76
152
N06'50'38 "W
5.50
L781
NO3'15'28 "W
15.00
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HARVEY MITCHELL PW SOUTH
COLLEGE STATION l i '
CITY' LIMITS ��� 2• ,
N.T.S
/ 1 I a
VICINITYMAP
1 PRIVATE DRAINAGE \ //
I C'ACC'I,ACWT
BRAZOS COUNTY
CRAWFORD BURNETT\ /
2.68 ACRES '
ABANDONED
R. R. R.O.W.
\(NOT PLATTED) \
Scale: /
1 inch = 100 feet ,
\ ` /
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PALOMARES
15' R.U.E. `�\ %% vQ �• CONSTRUCTION, INC.
VOL. 9515 CRAWFORD BURNETT
PG. 150 �< \ TRACT 62,
CA =26 °01 '59" \ �� (NOT PLATTED)
R =1679.66' , •� �
L= 763.18
CB = S35 °0444 "E
CL = 756.63
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228
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226'30 S 88° 18 02 W S 88° 18 02 W
I \ LOT 2, BLOCK A
I \
HOLLEMAN VILLAGE
\\ \ \\ ADDITION
\ \\ (VOL. 3613, PG. 285.
I D.R.B.C.T.) i
1 /
60' WIDE ELECTRICAL EASEMENT %
I \\ TO THE CITY OF BRYAN
\ \ VOL. 3499, PG. 199
B.C.O.R.
I \
I 0 I 60' WIDE ELECTRICAL EASEMENT \\
r TO THE CITY OF BRYAN \
1 r VOL. 187, PG. 379 \
I RELEASED PER VOL. 3499,
D PG. 205 B.C.O.R.
I1
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i 1 I (PLAT - V3613/P285)
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26.01' -
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S 83° � 4' 02" W
P�,RKWAY ( FM 2818)
HARVEY MITCHELL _
R-0-We VARIES
w
i eU � o DEE L. WALLRATH
Notary Public, Brazos 'County, Texas ': MY COMMISSIONExPiRES ` c'; SEEA1FICATE OF PLANNING AND ZONING COMMISSION
' F
1
June 20, 2016 I, V��►
'1' Chairman of the Planning and Zoning Commission of the City
"CERTIFICATE OF CITY E NGINEER
of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of
1, ALAN -_ & City Engineer of the City of College Station, Texas, hereby certify 2012,
that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station:
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS C. airman- .�•.,,.._.. ;,
COUNTY OF BRAZOS - City : ,EngineerTE T: t
Ti4 A4,r_ 5 8 r S TE L4) A Q- T ;- owner and developer of the land shown on this plat, and City of College Station (A
designated herein as Lot 1 R, Blk 1 of Lakeridge Subdivision in the City of College Station, Texas, and whose name is subscribed hereto,
hereby dedicate to the use of the public forever all streets, alleys, parks, edsements, and public places thereon shown for the purpose < City Secretary
and consideration therein expressed. Y ry
Lai. idge Living, L.P., a Texas Limited Partners ip GENERAL NOTES:
AAc ed for by its General Partner Starfish Development Group, LLC CERTIFICATE OF SURVEYOR
�By: James B. Stewart, Managing Member (Owner) 1. BASIS OF BEARINGS: TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, (NAD 83).
STATE OF TEXAS
I, Joseph Y h Beavers, Registered. Professional Land Surveyor No. 4938, in the State of Texas, hereby certify that this plat 2. THIS PROPERTY IS WITHIN ZONE X, AREA DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN,
RRA rJ T is true and correct and was prepared from on actual survey of the property and that property markers and monuments ACCORDING TO MAP No. 48041 C182C, EFFECTIVE JULY 2, 1992, ISSUED BY FEMA FOR BRAZOS COUNTY
COUNTY OF. T tL
were P �Q �,,� �- Y P ground. TEXAS. THEREFORE, NO PORTION OF' THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
to
Before me, the undersigned authority, on this day personally appeared �� v.�eS 3 known to me laced under m supervision on the round. --
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the
purpose and consideration therein stated.
Given under my hand and ,seal on this day of 0_ v V. ', 2 013.
Joseph Beavers, R.P.L.S. No. 4938 JOSEP BEAVERS LEGEND:
4935 -°
[<•I TxDOT Monument Marker Found
vru U (Type 1 )
v�
A ALM14ARGUIJO. 8vaq IRON ROD FOUND /SET
# NOTAFRY:PUBLIC r°
Notary Public County xas STATE OF TEXAS ° "�
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I 171 .u.:. !XI
REPLAT
5
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v
y
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a i
z
t
F
y
u.
HARVEY MITCHELL PW SOUTH
COLLEGE STATION l i '
CITY' LIMITS ��� 2• ,
N.T.S
/ 1 I a
VICINITYMAP
1 PRIVATE DRAINAGE \ //
I C'ACC'I,ACWT
BRAZOS COUNTY
CRAWFORD BURNETT\ /
2.68 ACRES '
ABANDONED
R. R. R.O.W.
\(NOT PLATTED) \
Scale: /
1 inch = 100 feet ,
\ ` /
e
PALOMARES
15' R.U.E. `�\ %% vQ �• CONSTRUCTION, INC.
VOL. 9515 CRAWFORD BURNETT
PG. 150 �< \ TRACT 62,
CA =26 °01 '59" \ �� (NOT PLATTED)
R =1679.66' , •� �
L= 763.18
CB = S35 °0444 "E
CL = 756.63
`0 �5•:.
VARIABLE \
P.U.E. \ ♦ \
r : ' VOL. 10378
j PG. 117
VARIABLE
P.U.E.
�\ V PG. 1 1 0 10 2 \ , `
NAVAJO LTD
CRAWFORD
BURNETf
C 15' P.U.E. \ • \
(VOL. 9515 ` • Ir: �r.lr `� \ TRACT 66,
Pc. 150) `� r \ \ (NOT PLATTED)
C \ •O \
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P.U.E. - \
\ ? VOL. 10378
V \ PG. 117 \ \ \
VARIABLE
.E P.U.E.
7 - VOL. 10378
578 \ PG. 117
7 �.
i_
r.s.n.._�..� psi»_:- -• =__- i'; y _
_- _ r: rlo
�- _ r - -- 20' P.U.E. v _
_ - -- %. VOL. 9515 PG. 150 -
"Note•W... " - �'........1,- .91
228
�� - � e » r rr
226'30 S 88° 18 02 W S 88° 18 02 W
I \ LOT 2, BLOCK A
I \
HOLLEMAN VILLAGE
\\ \ \\ ADDITION
\ \\ (VOL. 3613, PG. 285.
I D.R.B.C.T.) i
1 /
60' WIDE ELECTRICAL EASEMENT %
I \\ TO THE CITY OF BRYAN
\ \ VOL. 3499, PG. 199
B.C.O.R.
I \
I 0 I 60' WIDE ELECTRICAL EASEMENT \\
r TO THE CITY OF BRYAN \
1 r VOL. 187, PG. 379 \
I RELEASED PER VOL. 3499,
D PG. 205 B.C.O.R.
I1
1 Z i I I
I I
II
fn I
I
C �
I 15' P.U.E.
i 1 I (PLAT - V3613/P285)
18' P.U.E.. C
(PLAT - V3613/P285),
_J 15' P.U.E.
I (PLAT - V3613/P285)
�Q •
1 5.02'd'ilrr'i��Q§i�SE - - -! - -- - - -- r.. Fi!r,
1 '�� - - - - -- - 7.5' P.U.E.
F
"r -r ,26' R.O.W. DEDICATION
1 i 1 15 P.U.E. 0.17 ACRES
� ttt000,,,
1 rl CTr i �- L73
ODOM
R HIP - -.-, i _ - - - - -- I
7.5' P.U.E.
S ,;pl Li L75 j 1
1 5 R OSS N
X55'
C LOT 2 ' i rD
00 _ _.i
N s 26'47 E ACCESS
N
L0 �5s.00 EASEMENT 7.5'
I BLOCK 1 P.U.E.
1 i irn
I a Zen II RU E. 1 .25 ACRES I �'
J
ja0
i I 1 W
I 1 15' P.U.E. - _
VOL.
- - - -- --
26.01' -
�� it RID
S 85'31 W .453•
S 85'31'02" W
32.59'
1 --- .- _0•�11� --�'� ' •�'".i`ihi I rlin` R3 ° 48 ' OL- _
�•°�`�'. 500 v 37.33'
S 83° � 4' 02" W
P�,RKWAY ( FM 2818)
HARVEY MITCHELL _
R-0-We VARIES
w
i eU � o DEE L. WALLRATH
Notary Public, Brazos 'County, Texas ': MY COMMISSIONExPiRES ` c'; SEEA1FICATE OF PLANNING AND ZONING COMMISSION
' F
1
June 20, 2016 I, V��►
'1' Chairman of the Planning and Zoning Commission of the City
"CERTIFICATE OF CITY E NGINEER
of College Station, Texas, hereby certify that the attached plat was duly approved by the Commission on the day of
1, ALAN -_ & City Engineer of the City of College Station, Texas, hereby certify 2012,
that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station:
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS C. airman- .�•.,,.._.. ;,
COUNTY OF BRAZOS - City : ,EngineerTE T: t
Ti4 A4,r_ 5 8 r S TE L4) A Q- T ;- owner and developer of the land shown on this plat, and City of College Station (A
designated herein as Lot 1 R, Blk 1 of Lakeridge Subdivision in the City of College Station, Texas, and whose name is subscribed hereto,
hereby dedicate to the use of the public forever all streets, alleys, parks, edsements, and public places thereon shown for the purpose < City Secretary
and consideration therein expressed. Y ry
Lai. idge Living, L.P., a Texas Limited Partners ip GENERAL NOTES:
AAc ed for by its General Partner Starfish Development Group, LLC CERTIFICATE OF SURVEYOR
�By: James B. Stewart, Managing Member (Owner) 1. BASIS OF BEARINGS: TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, (NAD 83).
STATE OF TEXAS
I, Joseph Y h Beavers, Registered. Professional Land Surveyor No. 4938, in the State of Texas, hereby certify that this plat 2. THIS PROPERTY IS WITHIN ZONE X, AREA DETERMINED TO BE OUTSIDE OF THE 500 YEAR FLOOD PLAIN,
RRA rJ T is true and correct and was prepared from on actual survey of the property and that property markers and monuments ACCORDING TO MAP No. 48041 C182C, EFFECTIVE JULY 2, 1992, ISSUED BY FEMA FOR BRAZOS COUNTY
COUNTY OF. T tL
were P �Q �,,� �- Y P ground. TEXAS. THEREFORE, NO PORTION OF' THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
to
Before me, the undersigned authority, on this day personally appeared �� v.�eS 3 known to me laced under m supervision on the round. --
be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the
purpose and consideration therein stated.
Given under my hand and ,seal on this day of 0_ v V. ', 2 013.
Joseph Beavers, R.P.L.S. No. 4938 JOSEP BEAVERS LEGEND:
4935 -°
[<•I TxDOT Monument Marker Found
vru U (Type 1 )
v�
A ALM14ARGUIJO. 8vaq IRON ROD FOUND /SET
# NOTAFRY:PUBLIC r°
Notary Public County xas STATE OF TEXAS ° "�
FINAL PLAT OF
LAKER1D SUBDIVISION LOT I R A&
GE S Dl
2 BLOCK I
LOT ,
17.61 ACRES
being a
REPLA T OF
LAKERI DGE
SUBDIVISION LOT I R,
BL OCK 1 &
CRA WFORD BURNETT LEAGUE,
TRACT 42
Brazos County, Texas
OWNERS:
COLLEGE STA TION
FINAL PLAT
PREPARED AND
SF BUSINESS INVESTMENTS, LLC
SUBMITTED AUGUST 2012
2001 S COLLEGE AVE
BRYAN, TEXAS 77801
ENGINEER:
SURVEYOR:
(979) 823 -2410
MITCHELL & MORGAN, L.L.P.
JOSEP BEAVERS R.P.L.S.
LAKERIDGE LIVING, LP
511 UNIVERSITY DR. E, STE. 204
LAN DESIGN - SERVICES INC.
P.O. BOX 10028
COLLEGE STATION, TX 77840
555 . ROUND ROCK WEST DRIVE
COLLEGE STATION, TEXAS 77842
PHONE (979) 260 -6963
BUILDING D, SUITE 170
ROUND ROCK, TX 78681
(979) .739 -9944
Fax (979) 260 -3564
512) 238 -7901