HomeMy WebLinkAboutMission Ranch PP (2019)I I
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1 a \ CITY OF COLLEGE STATION
I - I CONTROL MONUMENT11]
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1 rd� GENE ZULKOWSKI @ MRS. BETTY JEAN SOLVENT
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NOTES:
I. COORDINATES AND MAPPING SYSTEM SHOWN HEREIN ARE MD53 (TEXAS STATE PLANE
CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF
COLLEGE STATION CONTROL MONUMENT CS94-117 (Y:10191793.14; X:3559913.46) AND AS
ESTABLISHED BY GAS OBSERVATION. DISTANCES SHOWN HEREIN ARE GRID DISTANCES. TO
OBTAIN SURFACE DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF
1.00009959277366 (CALCUTAIED USING GEOD12B).
2 THE TOPOGRAPHY SHOWN IS FROM AERIAL DATA.
3. NO PORTION OF THIS TRACT IS WIND THE 100 YEAR FLOOOPUIN ACCORDING TO THE
F.E M A FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORFORA M AREAS, MAP
NO. 48041CO305F, EFFECTIVE DATE: APRIL 4, 2014, FLOOOPLAN WILL BE DETERMINED IN
ACCORDANCE WITH THE CITY OF COLLEGE STATION STORMWATER MANAGEMENT ORDINANCE.
4. ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN IRS) AND MULTI -FAMILY (ME).
5. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2' IN SALEM OR 1 TREE OF
4" CAUSER PER ORDINANCE NO. 3222,
6. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UnUtt DISTRICT
THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION
SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS AT THE FRONT
OF THE RESIDENTIAL LOTS THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE
HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
LLyy J. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY STANDARDS.
1 EG W << w e p Q N/F \ ,� B. TEXAS IUTL9�CES (STU) STREET LWNTNG FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYA
\^ _ 1 .� qy x F Q GENE ZULKAWAKIaWIFE, E/ r \
\ \ z-,\ I r ✓ N= g �. p Q CnLIEpJOB 2VAC ES RACY /45' 46 \ \ _ REVIEWED FOR COMPLIANCE 9. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY
John & UQSS L\K2mp \ y �1�. \�^ Q F Nd 1 Q, W �.: 4'\ }2}/i 5 R ` \ - �\\ AND DESIGN STANDARDS.
-- -- --- 20305 AcresYal. ,z s t \ - ,'>; t34 m _I a:I ( \ L99 C1p zol+m ueu / �� 4J` GTv of COLLEGE STanox
-- -- --- O P 86 gone:-13-Rural r q a W f < / 4fl \- \'.\, 10. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT OWNERS OR THE HOT,
PLANNING &DEVELOPMENT SERVICES HOMEOWNERS LOW OF THE PRIVATE
LANDSCAPE. FENCES, STRUCTURES, GRADING, SEC.HAW
CANNOT
O CLAREMGNT DRIVE M = O 4 IMPEDE THE ROW OF THE ORNATE NRA1NNGE EASEMENT. THE HOA WILL HAVE RIGHT TO
7
- - - 6 � g > _ J a, Q � I[] /r\ZI Cj / ,\Y i �. a 50 �� ENGINEERING DIVISION ACCESS ME PrDE TO PERFORM MAINTENANCE AND CLEPNING.
43 '! S2 \\� S\\ f/JI/q �Z II. DETENTION PONDS. LANDSCAPE EASEMENTS, AMID COMMON AREAS WILL BE WOWNEDILL
AND
\\\ \ 4 ILf�`V Vim/ WITH THE
BY THE HOME OWNERS ASSOCIATION SHOT). 12 5.3.0 OWNERS
WILL S PROVIDED
L J \ B
FOR n1E ONPA PLAT IN ACCORDANCE WITH UW SECTION 12-8.3.0 OWNERS ASSCCNTIONs
UNIVI� SI H H S P AS Z II z _ -I ? J O / 26 40 \ T 54 \ \ \\ \\\ P E AS TT c FOR COMMON AREAS AND FACRrt1Es.
- L103 /25 3 \ _ _ SS_/ �� \ _ �__-__�__-._GES.11I25/20191tt 1 M
_CRAWFORD_BARNETT LEAGUE, A> B LOCATIONS WITH CROSS W I DRAINAGE OF STORMWATER RUNOFF. A DRAINAGE WAY SMALL
HEJt,y,� 3 A 3518,E 1 - _ - '� 28 \ FACILITIES_ THAT THE Row Is NOT IMPEDED BY FENCES. s5Ruc3uREs ore OTHER
�� \ E0.11U BRIDGES, ENGINEER
\ � 2 BE PROVIDED
JMME6 ERWIH SURVEY, A-118 2 \ 3j
9
_ -- -- I/ 34 33 I I I I I Iy I' 1 I I I°1 / / I � ( "I s' \ 30 \ 35 56/ \ 1 13. ME XOA IS ESTABLISHED (V.H22J, P 271) AND IS RESPONSIBLE FOR THE MAINTENANCE OF
32 31 130 29 128 12J 126 III 25 M 24 1 23 1 22 121 120 / / I. m i _ $L 31\ \ \ I THE PRIVATELTINTSTREETS SHOWN ON HIS PLAN AND WILL GIVE ME Cltt OF COLLEGE STATION
I' - 1 \ ACCESS AT ALL TARES.
.. .. ,� / \ II /
,� C \ Tj 3 / 2 \ \ 1 14. SOME %RLI EXTENSION WILL BE NECESSARY THROUGH FUTURE PHASES IN ORDER TO
\ �1 I � 22 .Ll ¢ ..
> I C 23 _� \// / \ I i� 21 T S8 \ 1 SERVE EARLIER PHASES.
- -- 24 _ J 38 r ¢ \ \ - ANDERSON ARBOR LOU \ L J-� 11 1 \ \ 0 ip 34 \\ \ \ \ \ 1 \ 15. SIDEWALKS AND TRNLS LOCATED IN COMMON AREA WILL BE OWNED AND MAINTAINED BY ME
a 21 \ J \ / ) l \\ I HGA, SIDEWALKS ALONG DEACON DRIVE AND FEATHER RUN FROM DEACON DRIVE TO ROCK
.a• __ I 3J y Ib \ \ o. \ \ PRAIRIE ROAD SHALL BE LOCATED IN PUBLIC ACCESS EASEMENTS.
I t J
- 59
1 I I I 9
I \ \ 36 >
J I I 3J
I \ `
s \
I I I I c
�. 39 40 41 42 43 44 12 11 10 9 8 J Ib I ', I` 1� \
I I j / \ \ ' \ }R , _, = I$ I \ `. \ GO - \ i l Q\ %� \ \ I 16. SINGLE FAMILY PARKING &THERE MENT3:
A. 70' MINIMUM LOTS -PHASES 201-203 & X11-}0} CONSIST OF LOTS AT LFAST 70'
` 5 I 9 \ \\ _ IN WIDTH AND ARE THEREFORE EXEMPT FROM THE PARKING REMOVING
PARKING F
\ \ \\. B. ALL OTHER PHASES WILL MEET THE REQUIREMENT BY REMOVING PARKING FROM ONE
- �35 / 35 19 ( \ ` lal _ O 11\�I - / 4 _ \ 1/\ O 1 SEOE MI A SWITH THE
STREET THE LOCATION OF ME NO PARKING SIGNS WILL BE
\ 26 \ 34 IB \� 10 � O I b ` \ III, 51 50 49: -45- QJ 46 45 i � 1 2 3 4 5 fi C 14 1�_ y �' I, r 1 I I v O` 9 10 \ /p/lO \ •.. L) \ \ \ \ `\ 1 Q O �\mot , DETERMINED TRIM THE FINAL PUT.
O I] - 13 4l�
✓ / (1 \ \ 52 - `C I'/ �- 11 \ /q \ ` I 1 18. THE EXISTING WATERLINE FROM GREAT OAKS SUBDIVISION TO AS PALOMAS SUBDIVISION
33 \ \ 54 ' KERR VALLEY A - \ f // / I \ - �"+/ / \ \ J, \✓ f Q If THROUGH PHASES 201. SE, 203 pN0 303. IS NO LONGER IN SERVICE AND WILL BE
HTCIII�CLE� 1 K .,, 2J \ I � G J� I '� Us/ 12 \ I. \ J N/R � 1 ! { ; i I I REMOVED PHASE BY PHASE,
\ _ ( \ , I Q-/ DLL DES STATION i$D) III 19. PHASES 101-106, 401-405 k 501-505 SHALL BE DEVELOPED AS CLUSTERED
Ill\ � (I I \ 1 13 'K, I I.
i m 8 1 12 III \\ U / \ \ CAL D 18.�41 SCR / RAC DEVELOPMENT.
31 A (5 3$ 3J ifs. 35 34 33 32 31 30 29 A\illy/ V A A 1 A A \ 1 V / ',� / I A 35d B�1`62 ( 2� O 20. PER THE LIDO SEWON 52 ELEMENTAL DIMENSION STANDARDS MINIMUM LOT 512E AND
1 (. 39 d- za / l i 7
1 2 I1 )J,SkVA E! A I ) BUILDING SETBACKS FOR IN CLUSTERED RESIDENTIAL ZONING ARE /S FOLLOWS 8000 SF
L, 14 1 1 40 Y�� i /- A 1 '1 ) A ti he U Q AVERAGE AND 6.500 SF MINIMUM LOT AREA, ALONG THE PERIMETER OF ME SETBACK,
AN A
p }
\i _ #1 A 0.
i /
I a� 10 1{�{9\ �� \ �` O' v y� ry THERE IS A 25' FRONT SETBACK, T5' SIDE SETBACK, 15' SIDE STREET SETBACK, AND A 20'
ON
W 18 30 C LxA x of I I 1 I V 1) yT)A -(\ J� t.. -- -� /5 v 1 j O� , REAR SETBACDEVELOPMENT
ALL DETACHED STRTED BE A M WITHIN THE CLUDISTANCE
OF
PHASES R THIS
DEVELOPMENT MUST UI SEPARATED BMA MINIMUM DISTANCE OF H.4 A WAIVER REQUIRES
P V I mE D m. I / 6 _ 1 / I L I 1�� \ - 6 : v v 1 I \ -�i RECEIVED FOR THE CUA CLUSTER
TER DEVELOP IN UT0 SECTION 6.3.H.4 WHICH REQUIRES THE
RWO uw I ✓ / / J s 00� a AVERAGE LOT SIZE IN A CLUSTER DEVELOPMENT TO BE LESS THAN THE D OTHER LOT SIZE
OF THE BASE ZONING DISTRICT. ALL CM LOTS WILL MEET SETBACK AND OTHER
REQUIREMENTS T SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT
� 113 1 12 1 I I 1 10 1 .. I - - $ C A ( IJl/( ti � V ✓ f 9 A VC L V 1 \ A^, 00 y'A' ORDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY AT.
�a ,
i 2
]1. NO MORE THAN 30 SINGLE-FAMILY OWEWNG UNITS, IN MIY AREA. SHALL BE CONSTRUCTED
TENI> �I, A A U4 Q II� WITHOUT SECONDARY ACCESS ACCEPTED.
v
o I 5 I J I ( -IJ I) AI�A AAA/ ( \ / ) IJ 19 , \ ` 13 14 3 m III 22. LOTS 24-25. BLOCK S. PHASE 505 WILL REQUIRE A SPECIAL CULVERT DESIGN SUBMITTED
Q� 29 I A 42 I V - "s V/ iA WITH THE FINAL PLAT FOR PHASE 505. A PRIVATE DRAINAGE EASEMENT FOR THE EXISTING
w o Ul I I 44 T,1✓�AAA/ �) 16 / 2 20 / 3R V IS 16 DRAINAGE WILL BE INCLUDED ON THE FINAL PLAT.
M 28.. 30 A \ v ) L26 1
NT 1141 I � 2J 31 I / A S6 •-\•`�A �f /�� - I, \ \ f ' COOPER COURT DUVAL COURT, CALDWELL COURT HARDIN HILLS LOOP ECOS BEN COURT
TO qN0 ALAMO RIDGE COURT WILL ALL BE PRIVATE STREETS MAINTAINED BY ME HOA
57 �`%,�`
D 26 32' I 39 49 0 58 ��`a� I A / LEGEND
liND
46 53 s . v / E p, -RRWMWIGHTOF BOUNDARY
- v / v Iv i n/ / za // -
1 _ _ 5 20 EAST of CONTOUR
< r
34 I I I I 52 I 59 65 11 /26 ' 4 --PRWMNSED PUBLC UnuTY EASEMENT (RUE)
3 -- _ / - EASING PUBLIC UTUTY EASEMENT OE3
AA 9 / /25 43 _ / 21 PUBLIC DRurvneE EAswod (FEE)
m
1 32 J / '- 4, / 3
I
62 3 �ARPROWN TE _ - _ - -. .. ..q ( .I I � _ / 1 �O� � � I, ENT
JC' J / / tp 1 - EA 9NG PPRIVATE
VATE olalNIVIS CASEMENT
Locnna� ` ( �J / ] ° 31 - �/ 10., / �.. III-PROPOSEDPXISNDESAALK ND wTrtn
- OCA OT ID -. / /i 5 / WP D SIDEWALK
2.• 1 O 12 I j �� {,y �l l✓ �� I I r'.. 6� \ ` �_ - yg / 11 1 I w „ n -I-STORMrvx
2N / _ 1 _ A, ?% \ 30 /// JUNCION BOX
/ 21 20 (9 18 17 I6 I$ 14 13 3. I - I / n _� 29 11N I I ..
11 I A ' A ( / �`.. v \ v A / 46 12 a _ _ STORM IN1Erz
FIRE HAWANT
_ 12 )D g 8 J A ♦ _ E su norto
lotfi' 5 v 4 v I I 7 idal O ass / / l/ / _ _ - c t � 1^ - - / _ -, /- B -
vTORM MU WATERLINE SIX xoTED
4 3 ER �CO AMA .. �. L(STM SANIT SANITARY S WEER HL SIZE norm
S / - - A v -sue �, EROPOS SAX NITA SEXE0. MANHOLE
E SIZE NOTD
EAT OAKS PHA 1A I I L- 1. A I. ] I 1 /: L / 1 -48 % A 1 1 �' 1 COMMON
AREA
- M M STAG
6 x \ �_ ti23 1 2 4 I EXlfinnXI ATEVAr VACATION
T !f N/ rS
IwI _ _ _ _ _ _ .awMw nREA OVEEn 9'Aw
J -// 22 __ __ APPROXIMATE Lacnnw a 100 OR rtoaoPlux
11 / I 1I
p0PIC
' _- - � - &q AK DRLV&�� ', '�"✓ � _.?\ / _i- 1 A A V v 1 \. .. .CST Ib � / 26
r- I/ - 8 21 A V A I 9 56 , 25 /4 / 9 I/
ID � �� T FOR RECORD
ELIMINARY PLAN
-- GR OAKS PHAS .ONE \ r -// ' / / 19 -
P✓.r.4iwk95 4 A �_ _J Sv 4 V 18�V 08
11 IS 16 1J 222 / / II / NO
W a' A/< v�J GPHASEI S C A A �r
v v T11,2D, ' 14 - PRELIMINARY PLAN
\.
W STATION,:`. \�� � / X\ 5 \ \ \ 12 / ,. 13
"` `3 MISSION RANCH SUBDIVISION
, Hoop L � I L59 � \\ \ 16 � -. 14 / zz v // 16 ' u / r
BEET INDE L 2 , 4W. $ '� IB
v v � I / � O i v 9 X \ . �5 ID / ,1 I9 'Lp
`- - �" ; FLoO�IIN ME G� 0 281 23 ACRES - 574 LOTS
VICINITY
77�77 p MAP
v � v v / V y � y 19 ✓P... / AOQp' ,' .
7 _ V 1C11V 1T 1 1V1AP 1 • A A ' LOUT " E " \. A RFRo Arz / v 18 / / / vS� JAMES ERWIN SURVEY, A-I19
•2E'" { {b �I /// /v 2 v \ ✓ �� / % ID 1 l BLOODSTAIN 1 / / z J / / No % COLLEGE STATION, BRAZOS, TEXAS
PHASE 102:B66ACRES - r ENDS(0.52 ACRES CA) RELEASE ARTS: 9.20ACRES - 22 LOIS(1393 ACRES CA.)
lz / I // / - / 3 / PHASE 103:1334ACRES - 37 LCAS(0]21 ACRES CA) PHASE 403: 10,21 ACRES -32LACCES 2689 AGREES CA)
13 4 / I 2 3 4 5 / / PHASE IN6.05ACRES- 2/I LOTS(0.159 ACHES CA.) PHASE404:4.39ACNE5- 91AIS(SLOOTACRESCA)
ITT PHASE 105:8.92ACRE5- 25 LOT5(1394 ACMES C.A.) PHASE405:9.88ACRES- N ISAISHEXPLACRESCA)
PHASEIW 760ACRES 26 LOPS SAFE ACROSS CA.)PHASE 5011235 ACRES 27 LT5 O(1913 ACRES CA)
PHASE 202. 151E ACMES 34 LOTS 0,435 ACRES CA) PHASE EPA555 ACRES 2-0ISSUES POPPY? ACRES CA)
1 �y�. A PHASE 2031305 ACRES 37 LOl5(O ACRES C A) PHASE 503512 ACRM 18 LOTS(0 ACHES CA.)
y�0
r I I \\ /\ O` R% // --� / L41 1'S / / J \\ -.�� d` �yQe, / ) PHASE302. IFMACREs 19LOTS(0812ACRPSCA) PHASE 504-13%ACRES- 38 LOTS(046J ACRES CA)
J '9
I
0
--- I - � PHASE 303THIN ACRES -12 (269 ACRE9CA) RELEASE 505:952 ACRES -24 LOSS 972 ACRES CA
N�� O� g a �� ��' _ A�� PHASE 60111,05ACRES - 1 LOT 0000 ACRES CA))
_a 1. L44 �� - ll .�. _ LOTS .4MAVE AND EXCEPT
/�] A� A _ -v �_�,_ C) (\� PHASE201 �L,04ACR68- 99 LOTS RISEN ACRPF CA) PHASE HILL: 9.85 ACRP930 LCUES(1,019 ACRES CA.)
>�
S� v
OT REVIEWED FOR COMP VICE SURVEYOR:
L49 133 - -- L31 \���� OWNER/DEVELOPER: ENGINEER:
J/ CITY Or COLLIE- VAT ION BLad Kam, RPLS No. 450E
/ e L LSI GREA OAKS PHA ONE PLANNING & D CEMENT SERVICES ® Kmr Surveying LLC SCHUpLTZ
4 53 ( 200 100 0 200 BCS Mission Ranch, LP Am N, Terms Ave.
1 PLAT, 41501295 O ( 1]OO Reswrch Pukwuy Suit 110 Bryon TX 77803
/\ P NwG DN151ory
SCALE IN FEET College Swim, T: SOME FEES NO. 12527
9J9260-W00 SCALE. AS SHOWN 911 SOUTHWEST MAY E.
✓� VC �. Be (IMMNER, 2 College 5t0on, Terns P840
GREAT OAK DRIVE -v�a/_ vsrvELLAro,sm�nwNEa
/ / SEPTEMBER, 2019
REV. OCTOI 2019 19791764-3900
Phase
Ober
Toni
Acreage
BOW
Green
Space
Cumulative
Green Space
P1V9T
MArea
MM DATA
Cumulative
ITS Area
Ints
Allowed
per RS
Zoning
ProposedN
of Lots
Cumulative
Propozetl
b[s
Average
Int Sixe
(Sp. RJ
Cumulative
Average Lot
Size
DID
56.8E
12.19
3359
33.59
5.69
5.69
227
41
41
11,789
11,70
HOT
9.85
2.73
1.0E
34.61
0.99
am
39
3D
71
8RA
10,532
DOE
866
1.61
0.5E
3513
0,87
7,55
35
27
98
10525
101530
ADS
92
233
2.39
37,52
092
8.4E
32
22
IM
8,026
law
Wl
12S5
245
EST
3943
1,26
923
50
22
142
13199
10653
103
13.34
3.69
0.23
ADIS
133
1106
53
37
1&
DAGOI
10,626
1N
6.05
2.0E
0.16
413E
1 R61
1167
24
1 2(I
XN
11160
10,6n
105
8.92
0.77
1.39
41.71
RM
IZ56
36
25
229
%MG
10,550
106
403
7fi
1021
1,16
1.79
0W
423J
0.]6
13,32
30.34
30
41
_ 26
32
255
287
9683
2,902
30452
10,155
269
_
45.M
102
BIT
4.39
HS5
Zoo
47,0E
a"
1628
18
9
296
8,04E
10,125
RON
988
1N
3.5
50.5E
099
15.27
40
26
322
0,06E
10,023
SW
503
SW
SUN
5.15
5.12
110E
952
091
0J5
2MY
1ED
0.m
0
042
087
50.65
5sam
0,56
0.51
16.33
16.84
22
20
20
10
342
360
9,949
1015%
10,019
10,047
5L32
1,31
1 18.15
52
38
398
11032
3o,141
5L99
ocs
I 19.1
38
24
621
13,821
WSiso
John & LinaG L. Kemp - _. elvi�slxY-- �azarc 1�i cs-/ 0-.. _----uNN ICES I DxrvERs
EG R PR 2. - 40C✓_1,0 x MW ARG Mf TJSfiJ S) VE C /
20.305 Acres Vol, 2s61, Op o AREA S BJSS 12ei}j1Bl 14370/ D �105 25 �• 347' WE 332.30'
Pe. 86 Zone. R-Rural 11arn23s - -- \ .. 343. 48'... -- - --� - - _
347 36 WE-6W.39' _ ____- _ _ __- __ II__ III-,_- __ -_ -- /
Y _ ]8' )8' 0 r )8' )5 b5' )6 hY /\28' / 97 ,
-' 7V . !! In �r Rp F50.'j �:� iBi //^J� )5 COLLINS Ro'vua ]IC ExlsnrvI20 POE I B .III' BL}}��,,K 14 I ) I / I l-'d°I �.\ / , / \
FEATHER RUN V A 34 3 ry S)OAEE) POE i A _-] 19
D4�'A8PA3 ?I 33 -I el 31 �� 30 IS $9 28 27 )� 2K I 25\� I \24 t 23 _� 22 C' 31
V _y- SI - " (- II I - - v_
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le 1�^[ ' \\��\ \ '] „iW \I /t5]' 75' 75' )SD )$' S)' \ ,J<'
24 1 Js m ' �, I K ( 2 \ 36 \ - 2s• 1 \ ]s' ]pm
s ` „_ ]5 RUE
S 75 ' 3 , 1' a I, CuE j
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1 A 111 $�� A%�� G 2N u•{ 1•� / 2 ti V O\�\ \\\ \ _ PUE 51 24 ]5 ]5' ]5' ]5 8J J n 02 ]5 , )5' )5' )5' 82'
b. e W I
I"2 RL KRI III r45 Z / ) _ _ --_ --_ -- - _-- _-- _ _- -„ 15 �- 1
/ 1 � - a v1s _A \ _ _ _ 6 az m' vs' )so az e2 ]s' --- 75' vsc u 1 V 1
23 �s •'� I I sss_ s l S I. I I I x v "s \ '4a _ -,j5 sn - LOC / A I L 'M \ /' „{ zs vD �ry I1A
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�� ,26• / YETIS
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_ r 1 .. a' \ 1 \ A I I 1. _� I 1 \ ]]. l ]5' ]E�. ]5 — 5)•— . 5]' ]5 �)5' — 75 -- . 75 — 1 57 Q ,.
l 155' \ a F I 208 o\ / �. 1 �' 159' I O 1 ,' 4 1 0.5 — l5=- - 13 -
_5 _
27 ml 33 \ \ \ �\„1 T 5 , � - r0
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n - - J I N �a •` .h KERR VALLEY LANES s
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CITY OF COLLEGE STATION
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REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
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\\ \ �.y IU2, •�C 139 % 3� y•�'� p fl /ng \ o\ \ ` ' 1 College Swim, Tx T1845 ]9)26&3195 TBER N0. 12327
- PHASE 301 \ �\ i\7 \ \ % 4 \ , \ iv \ \ �'' 4 /j�- 1 9-260-]000 911 SOUTHWEST PKWY E.
PLAT, ta856/t 62 1 \ \ �\\ 1 '° S / W� \ `"� - .\ SCALE: AS SHOWN
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* - vs .., ,�.. -_s/° d� � 1`P \ .M'. SEPIEMBE$2019
SHEET 3 OF 5 REV. OCTOHHR, 2019 (919) T6a-3909
\
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A/ / v CELORES- o f I r / p2`- �, I, /ye 1 EASING SANITARY WRAP LINE,SIZE NOTED
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_ Q AV I '� ` _ - �... - i 1 - EASING SANITARY MANHOLE
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PRELIMINARY PLAN
J
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N�- (� ' ' ' ' NOT FOR RECORD
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BL32]9� �)
L49 T asOai/v2- L33 "� r L31 GREAT SEEKS H 1, BLOCK i vvA v %/ i/_ l �li� / 1 I v /
vvN E STINGw DP, 0 4aFs zv VAA -/ '. G /A A lI
T 3 ACRES 119
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am/07 vOR D Nx - _
n` -s //„ //� I� 1A
L 5 L� Bea,GB1 MISSION RANCH SUBDIVISION
L5S EXISTING R:ev¢ NEAT Ou;a swIA SE ONE -� i / l �i� �i/���///�
E. s ' 281.23 ACRES - 574 LOTS
—
�_ JAMES ERWIN SURVEY, A-119
—
/ OREATOAK DRNE - T-- - - _ ".-._-. - .
DCHS
RES
]0'EPA_ _
/ \\( � PHA PHASE
OY 1334 ACMES �LOIS (0.]ZI ACRES W) PHASE 4032�1030 ACRES �LOTS((26989 ACCSES W')
� _ \\ PHASE 104: 6.OS ACRPS-2/IIpIS (0.i58ACR65CAJ PHA584044.39 ACRES-9IAIS (2.013 ACRPS CA.)
\ I PHASE105:8.92ACRLOT5(1394ACRESC.A.) PHASE405:9.88ACRES- N IX)ESDE"ACRIESCA.)
\ / i¢e/ ,' _. � -1 / I L\� � \II E5- 25PHASE INS, 9.60 ACRES -261.0]'S (Ob59 ACRES CA.) PHASE 501. 1255 ACRES -29 COIY (1.913 ACRES CA)
PHASE 202:15,12ACRES - 34 LOT60,435 ACRES CA) PHASE 502: 555 ACRES- A LQI5(00]] ACRES CA)
PHASE203:1305ACRES- 3]1CTISAACLIACA.) PFIASE503:5.12ACRES-D MISAACRESCA.)
PHASE 302: TOM ACRES- 19 LOTS(0.812 ACRES C.A) PHASE 50413%ACRES -38L0130,972 ORES W.)
100 rjD D 100 PHASE 303: 10.�ACRES -12 LOTS (2A69 ACRES CA) PHASE 505: 9.52 ACRES -24 LOT3 (0.892 ACRES CA.)
SCALE IN FEET PHASE 601n1,05 ACRES I LOT IN 000 ACRES CA)
REVIEWED FOR COMPLIANCE REVIEWED FOR COMPLIANCE SAVE AND EXCEPT
/ CITY OF COLLEGE STATION CITY OF COLLEGE STATION PHES- ASE 101: 56.87 ACR41 L0]5 GASES ACRES CA.) PHASE301:10.28ACRELO 5- ICTS(241ACRESCA.)
PLANNING &DEVELOPMENT SERVICES PLANNING III DEVELOPMENT SERVICES PHASE 201: 150a ACRES -39 LOTS (0.]59 ACRES CA) PHASE a01: 9.85 ACCENTS -30 LOIS (1019 ACRES CA)
ENGINEERING DIVISION PLANNING DIVISION SURVEYOR:
FAkL -01 „((d/ OWNER/DEVELOPER: IS ILK RPLSN 4502 ENGINEER:
i �CG
BARREL LACK, MAKER RANNER
ER1M BRIDGES, PE., ASSR CITY ENGINEER
11252019
OR eR, o.
ECS Mission Ranch, LP
Kerr Surveynlg,LLC
SCRUwLTZ
aat Ave.
1]OO ReswrcM1 Parkway SLID 110
Bryan,
ryvn, TX ]]803
College 9-20-7Tx 71845
NO.12327
9]9-2604000
LE:ASSH
SCAOEMBER,
OUTHWEITEMS
TFIR
91150UTHWESTas
ARMS
Cone9e spoon, Texas nebO
2WN
$EPTEMEER, 2019
SHEET 4 OF 5
REV. OCTOBER, 2019
(979)AH3900
LINE TABLE
LINE A
LENGTH
DIRECTION
L1
144.99'
N48'
01'
47'W
L2
86.75'
N42'
30'
09"E
L3
HK99'
N47'
29'
St"W
L4
124.99'
N42'
30'
090E
L5
140,94'
1455'
30'
53"W
L6
223.51'
N81'
25'
44'W
U
72.90'
S36'
43'
SYS?
LB
76.99'
S36'
42'
58"W
L9
290.11'
S53'
A'
020E
LID
35.367
S8'
17'
02"E
L11
64.33'
S36'
42'
58"W
L12
134,38'
NB9'
47'
53"W
L13
105,86'
N8'
207
17"W
L14
149.98
N79'
34'
24'W
L15
205.75'
N26'
29'
W"W
L16
84.57'
N36'
05'
57'E
L17
56.18'
N28'
11'
05"W
L18
5Z41'
N57'
OT
26"E
L19
78.39'
N11'
36'
26"W
L20
52.4V
N39'
50'
40"E
L21
64.04'
N40'
59'
20"W
L22
23.09'
N25'
12'
27"E
L23
169,01'
S19'
11'
100E
L24
104,25'
S22'
27'
37"E
L25
164,72'
S67-
32'
23"W
L26
44.86'
S46'
28'
41"E
L27
139.90'
N13'
36'
390E
L28
7L45'
111
21'
51"W
L29
126,19'
S74'
58'
39"W
L30
92.86'
N58'
37'
25"W
L31
24,66'
S67'
59'
45"W
L32
56.99'
N52'
44'
29'W
L33
58,91'
N35'
27'
24"E
L34
79.42'
No"
01'
11
L35
90J0'
N57'
48'
51"W
L36
47.10'
N25'
58'
33"E
L37
68.93'
N49'
49'
51"W
L38
10.55'
N35'
OV
35"W
L39
91.37'
N44'
34'
19"W
L40
1275'
N3'
09'
31"E
L41
73.35'
N44'
08'
14'W
L42
46.O7
S82'
55'
38"W
L43
71.47'
S64'
56'
53"W
L44
54.66'
S70'
52'
44"E
L45
34.507
Sib'
42'
56"W
L46
72.33'
S79'
58'
OS"W
L47
20.31'
S39'
32'
39"W
L48
28.627
S15'
52'
02"W
L49
22.06'
S57'
12'
31"W
L50
74.11'
N79'
55'
44"W
L51
38.96'
S53'
07'
35"W
L52
33.36'
N48'
30'
55"W
L53
50.66'
N17-
56'
38'W
LINE TABLE
LINE M
LENGTH
DIRECTION
L54
89.37'
N49'
51'
20`E
L55
18.87'
111
40'
20"W
L56
145.42'
N45'
48'
50"W
L57
106,58'
N28'
ABC
48"E
L58
119,89'
S87'
33'
45"E
L59
4245'
N24'
00'
20'E
L60
97.67'
N73'
27'
00"W
L61
135.33'
N41'
30'
090E
L62
2LOT
Lis'
4C
42"W
L63
130,55'
N87'
04'
50"E
L64
296.20'
S62'
36'
46"E
L65
149.98'
N9'
29'
06"E
L66
49.99'
S80'
30'
540E
L67
44,36'
N9'
29'
05"E
L68
162.19'
SBO'
30'
54"E
L69
385.57'
SLY
40'
39"W
L70
100.01'
SEC
40'
01
L71
104.79'
SIC
48'
310E
L72
138.49'
S28'
03'
44"E
L73
93.98'
S47'
03'
13"E
L74
87,01'
35'
42'
480E
L75
205.86'
N24'
2T
080E
L76
125,02'
S35'
40'
10"E
LT]
50M'
S31'
12'
24"E
U8
223.18'
Sib
32'
57E
L79
228,73'
S88'
15'
04"E
LBO
148.98'
N65'
38'
12"W
L81
49,99'
ON'
44'
16"E
L82
126,07'
N4'
117
47"W
L83
38,83'
S88'
15'
44"E
L84
120.40'
1,12'
54'
DB"E
1.85
35.O7'
S74'
33'
O6"E
L86
76,99'
N60'
54'
590E
L87
376.03'
N29'
05'
01"W
1.88
35.36'
N15'
54'
537E
L89
58.15'
N60'
54'
590E
L90
94.82'
N86'
01'
290E
L91
245.13'
S79'
53'
37"E
L92
38.40'
S4O'
04'
29"E
L93
70,41'
1 S83'
ST'
WE
L94
35.73'
N44'
OT
440E
L95
89.99'
NY
1T
15"W
L96
188.40'
1427'
00'
04°E
L97
79.4V
N36'
09'
27'E
L98
192,20'
N85'
487
05"E
L99
93,66'
S51'
37'
25"E
L100
220.64'
S19'
38'
30"E
L101
35.35'
S64'
38'
300E
L102
99,99'
S70'
21'
30"W
L103
35.35
220.64'
L105
97,6T
M2130�L104
L106
209.02'
Curve Table
CURVE li
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
CI
16280'
246,47'
037'50'44"
84.50'
159,86'
S1748'52"W
C2
710,29'
779,99'
052'1032"
381.91'
686,00'
S271 1'46"E
C3
326.69'
349,96'
053'29'09"
176,34'
314,96'
S6Y27'32Y1
C4
247.35'
349.96'
040'29'46"
129.09'
242.23'
S69'57'130W
C5
17581'
129.99'
077*24113"
104,15'
162,56'
S26'42'47E
C6
467.19'
499.96'
053*32725"
252.22'
450.37'
56633'07V
CT
10100'
299.97'
019'17'29"
50.98'
100.52'
N64'vL3S9'E
C8
4.81'
144.98'
001*54101"
2.40'
4.81'
N54'12'54'E
C9
12.76'
269.97'
002-42732'
6.38'
12,76'
S55'O6'40Y1
CID
20.87
425.22'
001
VIAL
20.81'
S5T23'25Y1
C11
79.13'
474.95'
009'32'47"
39.66'
79.04'
S63'33'59V
C12
349.91'
661.30'
030'1 B'58"
179.15'
34584'
N39'36'38'E
C13
28.2T
504.94'
0012129"
14.14'
28.2V
N22'45'16'E
C14
3080'
25.W'
070'35'31"
17J0'
28,89'
N56'26'47"E
C15
7,76'
74.99'
005'55151"
3.88'
7J6'
S8T46'14V
C16
104.42'
16248'
036'49'12"
54.08'
102.63'
N82'48'17"E
C17
109.54'
249,97'
025'06'30"
55.67'
108,67
N73'28L 4'E
C18
76.18'
309.96'
014'0654"
38.28'
75.99'
S86'56'04'E
C19
60.94'
299,97'
011 SS123"
30,57'
60.83'
N81'23'07"E
C20
195.35'
349,97'
031'58'56"
100.29'
192,83'
S3537'57"E
C21
167.44'
299,97'
031'58156"
85,97'
165,28'
N35'3)'57"W
PHASE 102 PHASE 103 PHASE 104 PHASE 105 PHASE 106 PHASE 202 PHASE 203 PHASE 302 PHASE 303
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PHASE 402
PHASE 403
PHASE 404
PHASE 405
PHASE 501
PHASE 502
REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
ENGINEERING,,DIVISION
E
PHASE 503
PHASE 504
REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING & DEVELOPMENT SERVICES
PvwnxNG DIVISION
PHASE 505
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PRELIMINARY PLAN
NOT FOR RECORD
ERIKA BRIDGES, P.E., ASST. CITY ENGINEER
11I25R019
RACIo, SAMO INER