HomeMy WebLinkAboutDrawingsHARVEY MITCHELL PARKWAY S,
R,O, V, VARIES
..... _...._.._r..-.-,.-
•" - ``,. � O`�a ._...__,-._ �,�/OGS` _ r...,.._.._._- _.__. ,
S 46°21'08»
E 83.12'
�A
N 97` _q -5" FVVM-=MWUWNW�W mop
4.
PROPOSED 25, FRONT SE CK LINE -- — — — — —' — — — — — — — — —
'�d
1 s? P 5 ROPOSED - \� 1211 /IDE CITY OF
. I 20 P.U.E. O�� \0 COLL— — — -- — —
'_ _ _ Q PUBLIC UTILITY
PROPOSED., EASEMENT, 7029/216 1
`�` / a F + Iw
I
��"�� Y2" STEEL OR' -,.-D
O�OFOJ a I IRON ROD ~:A
GAP ���
`¢� w I- I PROPOSED �,O�O P POSED 50 PRIVATE',; W y
F CONNECTIVIT lyC-SS EASEMENT '`=, i, y Iw
PROPOSED I 20 P.U.E. w a
6' SIDEWALK > (TO BE -RIVATELY MAINTAINED 1 y
BY LA-14D.—OWNER)
QGOSP�� w =•J ,5 t"fi ;Vo
a ( CHARLIE MANCUSO
ETRACT
UNDEVELOPED /:
SITE
A z I BLOCK 1 LOT 2
PHASE, 2
PROPOSED R.O.W.
A I ( DEDICATION —
I I WIDTH VARIES
PROPOSED
)/2" STEEL OR
IRON ROD
I „
6.18'
__1
f�
BEN HMARJ<
z
CITY Oi- F3RYAN
f
GPS MOND, #10
i
>
�kyh
ELEV, 3,45.15'1;
;
Bryan, Texas 77808
SURVEYOR:
Kerr Surveying
1 �
t
I
71,
(979) 268-3195
LD
�s
1
Consultants, Inc.
HARVEY MITCHELL PARKWAY S,
R,O, V, VARIES
..... _...._.._r..-.-,.-
•" - ``,. � O`�a ._...__,-._ �,�/OGS` _ r...,.._.._._- _.__. ,
S 46°21'08»
E 83.12'
�A
N 97` _q -5" FVVM-=MWUWNW�W mop
4.
PROPOSED 25, FRONT SE CK LINE -- — — — — —' — — — — — — — — —
'�d
1 s? P 5 ROPOSED - \� 1211 /IDE CITY OF
. I 20 P.U.E. O�� \0 COLL— — — -- — —
'_ _ _ Q PUBLIC UTILITY
PROPOSED., EASEMENT, 7029/216 1
`�` / a F + Iw
I
��"�� Y2" STEEL OR' -,.-D
O�OFOJ a I IRON ROD ~:A
GAP ���
`¢� w I- I PROPOSED �,O�O P POSED 50 PRIVATE',; W y
F CONNECTIVIT lyC-SS EASEMENT '`=, i, y Iw
PROPOSED I 20 P.U.E. w a
6' SIDEWALK > (TO BE -RIVATELY MAINTAINED 1 y
BY LA-14D.—OWNER)
QGOSP�� w =•J ,5 t"fi ;Vo
a ( CHARLIE MANCUSO
ETRACT
UNDEVELOPED /:
SITE
A z I BLOCK 1 LOT 2
PHASE, 2
PROPOSED R.O.W.
A I ( DEDICATION —
I I WIDTH VARIES
PROPOSED
)/2" STEEL OR
IRON ROD
I „
6.18'
/ i•= : r.
RDARSED 15' REAR SE ACK)dNE7'�
N 47°56'49° \4G' 547,93'
CP
1
G �
PROJECT LOCATIONCD tj
:-
ti
kP
MELRESE P
�G W
SG�'� 1000 0 1000 FEET
N.
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
(TO BE PRIVATELY
MAINTAINED BY OWNER)
nE—AE--.AE—AE— 44`30'04"
" AE—AE---__ _.; _ AE—AE—AE—AE-
41
E 400.66' �p
W_ W W w mw —W = r __—qE AE_�'A.� AE--� S
w— W w •�• ....��'� AE—AE --AE ``•_ S 4Drz�2'J_.i "::. L h'�09�p
w— AE _4 j 3 64'
W—W— W_ - ,t.. AE'--'AE
--._,AE
�PROPOSED 25' FRONT - w— w—W—W_W'_w W— " —
rp SETBACK LINE — _ _ _ _" --A
�0�_ IDE. CITY OF _ — — — — — — — W—w_ _W_w_w_ — .., E
/ — — W" W w --
w— f
�_T
w ��
V w
COLL.E _ `-�— — `�- w
PUBLIC' UTILITY
EASEMENT, 7029/216
PROPOSED 15' P.U.E )
(7.5' ON EITHER SIDE L _j PROPOSED 15' P.U.E
OF PROPERTY LINE)
`•, PROPOSED 50' PRIVATE
CONNECTIVITY ACCESS EASE IENT I'
TWAYLA BENSON (TO BE PRIVATELY MAINTAIN D
BY LAND OWNER)
5.63 ACRE TRACT �
BLOCK 1 LOT 1
PHASE 1 iI (� M1:=1 {
- }f
f�
it
San Antonio, Texas 78216
Charles V. Mancuso
7182 F.M. 2223
Bryan, Texas 77808
SURVEYOR:
Kerr Surveying
1 �
505 Church Street
I
71,
(979) 268-3195
ENGINEER:
CSC Engineering & Environmental
1
Consultants, Inc.
1
3407 Tabor Road
Z
Bryan, Texas 77808
/ i•= : r.
RDARSED 15' REAR SE ACK)dNE7'�
N 47°56'49° \4G' 547,93'
CP
1
G �
PROJECT LOCATIONCD tj
:-
ti
kP
MELRESE P
�G W
SG�'� 1000 0 1000 FEET
N.
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
(TO BE PRIVATELY
MAINTAINED BY OWNER)
nE—AE--.AE—AE— 44`30'04"
" AE—AE---__ _.; _ AE—AE—AE—AE-
41
E 400.66' �p
W_ W W w mw —W = r __—qE AE_�'A.� AE--� S
w— W w •�• ....��'� AE—AE --AE ``•_ S 4Drz�2'J_.i "::. L h'�09�p
w— AE _4 j 3 64'
W—W— W_ - ,t.. AE'--'AE
--._,AE
�PROPOSED 25' FRONT - w— w—W—W_W'_w W— " —
rp SETBACK LINE — _ _ _ _" --A
�0�_ IDE. CITY OF _ — — — — — — — W—w_ _W_w_w_ — .., E
/ — — W" W w --
w— f
�_T
w ��
V w
COLL.E _ `-�— — `�- w
PUBLIC' UTILITY
EASEMENT, 7029/216
PROPOSED 15' P.U.E )
(7.5' ON EITHER SIDE L _j PROPOSED 15' P.U.E
OF PROPERTY LINE)
`•, PROPOSED 50' PRIVATE
CONNECTIVITY ACCESS EASE IENT I'
TWAYLA BENSON (TO BE PRIVATELY MAINTAIN D
BY LAND OWNER)
5.63 ACRE TRACT �
BLOCK 1 LOT 1
PHASE 1 iI (� M1:=1 {
— — — — — — — — PUBLIC UTILITY EASEMENT- (P.U.E.)
�..'.
ROADWAY CENTER LINE
GENERAL NOTES:
1. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated
Areas, Map Number 48041 C0143 C, Dated July 2, 1992, the property does lie within the 100
year floodplain.
2. Existing Ground Contour Information was obtained from the City of College Station
Topographic Survey taken in 1995 and will be verified by a later "on -ground" topographic survey.
4. Minimum building setback requirements are as defined by current edition of the City of College
Station Unified Development Ordinance.
5. ZONING: C-1
6. LAND USE: Commercial
7. Developer shall provide College Station Utilities (CSU) a "Temporary Blanket Easement" for
construction purposes or provide descriptive easements for electrical infrastructure as designed
by CSU for electrical lines (where applicable, including street lights).
8. All corner makers will be established as at least 1/2" steel or iron rod.
- }f
o
it
San Antonio, Texas 78216
Charles V. Mancuso
7182 F.M. 2223
Bryan, Texas 77808
SURVEYOR:
Kerr Surveying
505 Church Street
71,
(979) 268-3195
ENGINEER:
CSC Engineering & Environmental
Consultants, Inc.
3407 Tabor Road
Z
Bryan, Texas 77808
GpOJ�O
(979) 778-2810
PROPOSED
I
I C-4
i(bsF
..-
10' P.U.E.
---------------_
----------S'-REAR-SEFBAEKtINE---_ — -----i — —
— — — — — — — — — — — — — --
I�
I
lbt>
N•',47°56'49" W 876.76'
(
N
..-,..._ ..._. ___ ................:...r._,... ......._. ._,._. ._._,....._,.....,...-_amu._. _.._.:. .,.... ___........... .�..,..-.... ..:_._ ..._.... ..__:-..,,....._. _,...,.v. ._.._. .......,_...._......,,.,,..,...,.,.....,--_.
._...., _..,,..,..,.-._.�,...,.,...,......,..__.... .�.-. :...,.,. .... ........._...____,....." ,..__. ...-__ ._,.......,-„...._.�.,..,._.” ...._. ......... _.."_....-,M,.._.,.-.._.,.._» _._.. ___,..,-..-,_.._....._�._•_.. «..... ._..,,.. .�__,...:, _...._.___..,, .. _«._ ,_.A
....,
PROPOSED
1
Ito�
-;
F r
KEY TO TERMS AND SYMBOLS:
__. 20 P.U.E.
1
ROW/PROPERTY LINE
`T
— — — — — — — — PUBLIC UTILITY EASEMENT- (P.U.E.)
�..'.
ROADWAY CENTER LINE
GENERAL NOTES:
1. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated
Areas, Map Number 48041 C0143 C, Dated July 2, 1992, the property does lie within the 100
year floodplain.
2. Existing Ground Contour Information was obtained from the City of College Station
Topographic Survey taken in 1995 and will be verified by a later "on -ground" topographic survey.
4. Minimum building setback requirements are as defined by current edition of the City of College
Station Unified Development Ordinance.
5. ZONING: C-1
6. LAND USE: Commercial
7. Developer shall provide College Station Utilities (CSU) a "Temporary Blanket Easement" for
construction purposes or provide descriptive easements for electrical infrastructure as designed
by CSU for electrical lines (where applicable, including street lights).
8. All corner makers will be established as at least 1/2" steel or iron rod.
- }f
o
it
San Antonio, Texas 78216
Charles V. Mancuso
7182 F.M. 2223
Bryan, Texas 77808
SURVEYOR:
Kerr Surveying
505 Church Street
71,
(979) 268-3195
ENGINEER:
CSC Engineering & Environmental
Consultants, Inc.
3407 Tabor Road
Z
Bryan, Texas 77808
GpOJ�O
(979) 778-2810
i _
'�.
N
eL
lbt>
..-,..._ ..._. ___ ................:...r._,... ......._. ._,._. ._._,....._,.....,...-_amu._. _.._.:. .,.... ___........... .�..,..-.... ..:_._ ..._.... ..__:-..,,....._. _,...,.v. ._.._. .......,_...._......,,.,,..,...,.,.....,--_.
._...., _..,,..,..,.-._.�,...,.,...,......,..__.... .�.-. :...,.,. .... ........._...____,....." ,..__. ...-__ ._,.......,-„...._.�.,..,._.” ...._. ......... _.."_....-,M,.._.,.-.._.,.._» _._.. ___,..,-..-,_.._....._�._•_.. «..... ._..,,.. .�__,...:, _...._.___..,, .. _«._ ,_.A
....,
1
-;
F r
KEY TO TERMS AND SYMBOLS:
1
ROW/PROPERTY LINE
`T
— — — — — — — — PUBLIC UTILITY EASEMENT- (P.U.E.)
�..'.
ROADWAY CENTER LINE
GENERAL NOTES:
1. According to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated
Areas, Map Number 48041 C0143 C, Dated July 2, 1992, the property does lie within the 100
year floodplain.
2. Existing Ground Contour Information was obtained from the City of College Station
Topographic Survey taken in 1995 and will be verified by a later "on -ground" topographic survey.
4. Minimum building setback requirements are as defined by current edition of the City of College
Station Unified Development Ordinance.
5. ZONING: C-1
6. LAND USE: Commercial
7. Developer shall provide College Station Utilities (CSU) a "Temporary Blanket Easement" for
construction purposes or provide descriptive easements for electrical infrastructure as designed
by CSU for electrical lines (where applicable, including street lights).
8. All corner makers will be established as at least 1/2" steel or iron rod.
RECORDED
Twyla Tetal Benson
OWNERS:
12822 Country Crest
San Antonio, Texas 78216
Charles V. Mancuso
7182 F.M. 2223
Bryan, Texas 77808
SURVEYOR:
Kerr Surveying
505 Church Street
71,
(979) 268-3195
ENGINEER:
CSC Engineering & Environmental
Consultants, Inc.
3407 Tabor Road
Z
Bryan, Texas 77808
GpOJ�O
(979) 778-2810
RECORDED
Twyla Tetal Benson
OWNERS:
12822 Country Crest
San Antonio, Texas 78216
Charles V. Mancuso
7182 F.M. 2223
Bryan, Texas 77808
SURVEYOR:
Kerr Surveying
505 Church Street
College Station, Texas 77840
(979) 268-3195
ENGINEER:
CSC Engineering & Environmental
Consultants, Inc.
3407 Tabor Road
Z
Bryan, Texas 77808
GpOJ�O
(979) 778-2810
71..5 Al krr U A/ y
c,
Q, ;.JlNi.1 i? 11 "EM
E ~•'i,.
60 0 60 FEET
N
PREL RYPLAT
�NOT
�I I
II
j
IRECO
BEN UBDIVISION
1
1. �
1 BK - 2 LOTS
1 0. 12 ACRES CO,LLEGE STATION, TEXAS
II
J.E. SCO SURUPY, A-50
9 2010
I '
I
REV/S ON AUGUST 9, 2010
I
10-
I
I
C�
1 N J j.
N
1 co
Z
GpOJ�O
71..5 Al krr U A/ y
c,
Q, ;.JlNi.1 i? 11 "EM
E ~•'i,.
60 0 60 FEET
N
PREL RYPLAT
�NOT
�I I
II
j
IRECO
BEN UBDIVISION
1
1. �
1 BK - 2 LOTS
1 0. 12 ACRES CO,LLEGE STATION, TEXAS
II
J.E. SCO SURUPY, A-50
9 2010
I '
I
REV/S ON AUGUST 9, 2010
I
10-
I
4
o t oz i 6 .Lsn Jn v NoISjn3?1
1333 0006
0 0006
0 t oz6 3Nnr
0 L8Z-8LL (6L6)
soxal `UDA-Je
pa ual jo laaTs „Z/6 Iseel Te se paysygelsa aq Illnn siaNew aawoo Ilt/ '8
808LL
-(sTg6g `algeolldde
L7;
�` ■ ■
omo;=v A3Amns oos r
pood aogol LOV2
oui `sTueTlnsuo0
jeeils Bulp lout ejegm) scull leouloolo jo} nS0 Aq
pau6lsap se amTonaTse�}ul leouToala Jo} sTuawasea andTduosap apinoid jo sasodind uolTonjTsuoo
N
v?
.LmL
leTuawuojlnu3 g Buluaaui6u3 080 :�133NION3
�o Tuawase Ta3lue18 tieaodwa e ( sal i l uol a aha o a lno�d e s gado ana
} t. 3 .Ltt nSO) T I Tn T IS II 0 p II g I 4 'L
3
s r�xmgl `moll nls gog�7o3 - s3u3 n z 1 Not
96L2 -29Z (6L6)
im jewwo0 :3Sn (INVI.9
3 ti
Ot8LL snxal 'uol}n}S 0691100
'S
3S[]?�
�W
SMLOMI 31100719 10
}aaa}S gojny0 505
:?JME!MnS
6-0:0NINOZ
��
BuiAanunS jja>l
•eoueulpio uonsis
Tuewdolanaa patulun
NOISIAlagnS NOSN38
809LL soxal `uoAaB
'W'A
96911o0}0 /110 agT}o uoiTipa Tuaim Aq pau ap se aae sTuawaiinbai NoegTas 6ulpimq wnwlulw y
R 9
p t
q�4� � � f�
2ZZZ Z8 LL
osnouoW •n saIao40
•Aanms olgdej6odoT „punoj6-uo„ aaTei a Aq paUuan eq lllm pue 5666 ul uaNeT 49nInS 3lgdej6odo1
S
a&03=74V 4YO=4 ON9
LZBL spial `oiuo}uy UDS
uogeTS aBalloO}o A4!0 aqT woj} pauweTgo sem uol�ew�o}ul �no�uo0 puna0 6ul�slx3
�y
}saa0 �C.a}uno0 ZZBZ L :SN3NMO
-uleldpoog aeeA
��
uosueg Ieje L elAml o3ab003N
006 aqT ulgllm all scop �Cj.iadoid aqT Z661, Z �(lnr paTeo 0 Eti6006to9t, jagwnN deVI seeiV
V7 d A 2fVNIMfImIqZfd
paTelodiooul pue sexal `f(TunoO sozeig aol sdehl ejeN souejnsul poo13 aqT oT Bulpl000y • 6
N011`d0M 103M' Jcl
S31ON IV'69N3J
�j
cJ
1333 09 0 09
-.l' u
f.i -•_."' ly :fin_. %(�-'._.,......
.,
i
� 1..,.,....—.-,......�...................._...-......_.._.......,..,:.._.�\_.._.__......•,...-._..-,......_.._.._...._..._.,-_,_...._.,.-..-..__.._......,....___._..... .... :._. ._._\. �_-'
i x
% I
t
: 5
41
3NI� �131N30 I.dMOdOH
i
> r,\• 1
=
('3'n'd) 1N3W3Sd3 J.11-illn onend - - - - - - - -
;
:SIOSWAS GNV SWI13101 A3�i
r,
O
,
.w O
_
I
t
: _ 1
t
i
,
t
G
p
�
tt
— -
Y
.
i
r_
y
8 L'9
4 's
r
11 t
f.
' 6
(�l3NMO )l8 43NId1NIdW
k_131VAI2Id 38 Ol )
;,
i
� C
I
�H
3'n'd ,OZ
'3
_ T9'OS9`
1N3W3Sd3 30dNld�ia
31VAI�Jd OZ a3SOdOHd
't M m6b,9SoLti N
•3 -n -d OZ
43SOdOM
`
GOH NOW
2�0 3331S ttrl
s i t
0
0 ����
43SOdO�Jd
43SOdOzId
i v
i
4
n?
,41
9L'9L8 M „6b,9S.L1it,,.N
y
S6'Lf�91
`
T1 ^ d6t,9SoL b yNrQ
r
} C
4
N
o
75-M
i 3NL(�otl 3S 21tl3a_.SI Q3SOdu2�_
~—,
-3NIa-H3dHt3S-W32F -S - - - - --`-
----- ----------------------------- -- - --
H3S8zifd
--
----------
J
i r
��y 4
S31?JVA HlaIM
a3SOd0�ld
I I
���5 t �'yi'
d� '
- NOIld01434
y
w
1'
I
{
.,x
1 ,
'y
31IS Q3d
1Od211 •
13A3Q (1
210tl 8�S
I z
I( v
d
d
L 3SVHd
adi
OSn3Nd
3I1SVH
�,;'
(?� NMO ON`d kO
10 Hi 380`d 29 5
NOSfa138 tf1)l`dMl
_ ..
N
M o
d ` � „l
[' ("
d r.
iii J
I ''' �'�
;` m
�
y a
a
O��Oa0�0
o3N1d1NIdW 1.331d�1�1d 38 01)
L
`i`Jd��fi9.`
�O {'
'
�Oy�
i
d J. Inl 03NN00
1N3W3Sd3 SS300 1 1
v i ti��`
X13 0 'fl , �.�-, :
a'�
�► 1`1 a
r
cn :
D
<
d
i1� M3a S t
9
tiI 31dAl2id t05 a3SOd0:�id
i
�1 Imo' 43NId1NlbW').l�ld�7�1' 38 Ol)
(3NI3 )11�13d0�1d AO m m
*'
3 n d OZ
�.'
( °'
'; a3SOd0�ld'
I
3'n'd ,5L 43SOd0�ld r -1 ,.
i NN
3aIS. 233H113 NO 5'L) 1N3W3Sd3 SSO.'' 11n1103 00
�+ �-4 `':,31d�I2�d ,OS a3SOd d1,��a0�
3 -n -d ,S L a3SOdOHd `'
O^'�
a3SOd0�Jd
m
I14
m i
m
�,�0 a��
b/�j
40?� NO?11
I kid
R'
- --_ . -f I _ - - - _'"_•
. _ - -.•_-" ._ -. _ •-- - _ _ -- -- -
i
aa�
Z/6ZOL `1N3W3Sd3�a
_ ,,jj- in . 31 -land �°�,w°� -
,, ---- (1I 9Tz/6ZOL 1N�W3Sd3 `�c� _
I I3Iln OI�a n d
I I
a
(
�Q
--�JQ
`�-.:�10 �331S ,?�( �
d0?�d
�<,>>/
—M—M M --M-M 3❑ ,l ,ll
- - - - - lI0 _ - -
*s-� c----� ..; �; - M-M-M.-M._,_M-M-M' _ r'' - --- - - - - - _._ 3NI'1 H3tlH13S 1NI]2I�' :SZ Q3SOd0 �.'�° I a1�� 0�
3V ----3t/ --. _ _ �. ,.. 1 M—M--M_,__M — — — _ — — �� 2!d a�` 1 / ❑ i.l
3tl--off __3y-�3y�-3V-----_ _3tl ��M M—M--M—M—M_M—
',, 3t►_""3y`-----_. 9�
M"'M�—M
!
3 n' d Z
Ql S O d O �i
T
-
aO ut-Ci':VC?' S`.
aa�0a1�
3y_.__3V—_3t1--, •3y .3y���� �; �—�1- M—M—M—M
3V—y--3H--3y--3y__ „"
_M—M — — — — — — — — — — — — — — —
�.....:, :.:, M.,,,, M—� M M—M M—M — — — — —
.�
3NIl H� 3S 1N021d SZ Q3SOd d
— — — — — — — —
_
I " --- i"
/ao�
{ ,0
99.-3v
00t'
— - -
3 �' -®..nn�....�.�M�-�-
—
- - - --:=�
_
�L
_
i
ti a
a
f a
,Vo,oC.`by _ 3tl---av—�tl 3y__I
.3y S b' 9 3 O,TZ<
.�
y oaf
yap
�/
_,
P�V
�!�' -aa
TZ'0
T�
0
�7r--7/�'~y
/ ti ,
S�•
_... j ',� f ati�� BOO _ O�
,
- -
v
S8 3 Z 9 b S
<,80, L
ar--
-
---------------i
i
:4
4
i
r,
- 17 1..
,
__._w_..._.___.._....._____._..._ _.._.._
��
t.
_
r
r m
t'ot•'Ft yl?!oW SCID c�'Cy�4
_.,
I
i
z
' >fc�ldt�lH Nag
_
«
i
_-
S3I�lti
'S A>IdVd -1-13H
11W
I