HomeMy WebLinkAboutDrawingsEXISTING PAY
PARKING LOT PROPOSED 20`
LAY -DOWN CURB,
/SEE DETAIL ST1-00
PROPOSED COMMERCIAL-
_,.....
PATRICIA ST PROPOSED 3"" CALIPER
ROW LINE WITH TREE GRATE HAT ARE
LOCATED AT THE BACK OF CURB
AND WITH UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS, SEE DETAILS
EXISTING CURB—
& GUTTER
EXISTING
GUTTER
PROPERTY LINE
AREA, TO BE "
RE -CONSTRUCTED
-- NO EXISTING
SIDEWALK
EXISTING TRASH PICKUP,
DUMPSTER AREA
TO REMAIN
-EXISTING 5' PUBLIC \
UTILITY EASEMENT,
VOL 7642, PG 242 --
SEE PUBLIC ACCESS EASEMENT
BY SEPARATE INSTRUMENT
BY KERR SURVEYING ON 4-17-09
AREA IS WITHIN THIS HATCHING:
ROPOSED ADA
RAMP WITH RAIL,
SEE SHEET Al
T
CONCRETE STAIRS
PATRICIA ST SEE SHEET Al
ROW LINE
PROPOSE
PROPOSE SECTION OF
BENCH 7.5' WOOD
(SEE DETAIL) FENCE
UPSTAIRS PORTION OF THE
GREEN ROOM WILL NOT BE FOR
PUBLIC USE, AND NOTICE WILL
BE POSTED RESTRICTING ACCESS
XISTING FIRE HYDRANT
IS LOCATED ON THE NORTH—WEST
CORNER OF CHURCH ST. AND EXISTING 7.5-
OOD FENCE
BOYETT ST., LOCATED W TO REMAIN
APPROXIMATELY 280' FROM THE
F
0
PROPOSED STAGE STRUCTURE, THREE (3) ADDITIONAL
FIRE EXTINGUISHERS
SEE VICINITY MAP BELOW ARE TO BE ADDED
NO EXISTING TO SITE GROUNDS:
SIDEWALK 1 AT EXISTING BAR
1 AT PROPOSED STAGE BLDG
& 1 NEAR ENTRANCE
ON UNIVERSITY
Sidewalk Benches. S'teelsites Series model IRB -23 (6 -foot) by Victor Stanley Inc:,.
or equivalent, subject to approval by the Administrator.
1/4 x 1-1/2 (6,4 x 38.imm) steel seat
members.
Finished end .sections are 1/2' x 2 (12:7 x
50,8 mnt) solid steel bar, welded and
ground.
blinimum slx foot (6') length
Electrostatically powder -coated with
polyester powder coatings.
TING FIRE
SANT ON
TH—EAST
NER OF
RCH ST. &
ETT ST.,
ROX. 280'
TH—WEST
NER OF
TING FENCE
VIC Y/AP
LEVEL
DIMEN
W.C. BOYETT ESTATE
LOT,14,:BLOCK
8
BOYETT
SUBDIVISION
VOLUME
101, PAGE 205
ZONED
NG -1
PROPOSED
4' WIDE
FIRE EXIT,
ALSO TO
SERVE AS
PUBLIC
ENTRANCE
WTIH ADA
RAMP
205 UNIVERSITY DR.
EXISTING 7.5'
WOOD FENCE
TO REMAIN
NOTE=
TYPE "G'• EXPANSION JOINTS IN CURB & GUTTER
SHALL BE 'SPACED AT A MAXIMUM DISTANCE OF
40, APART AND AT ALL RADIUS POINTS, P,T: S AND
P.4".1, TYPE "B" CONTRACTION JOINTS IN CURB &
GUTTER SHALL. BE SPACED AT A MAXIMUM'
DISTANCE OF 1D•' APART,
r-...._ ................24 ,........ ....
._.._.__w
1"
31.
•' ='R4 BARS
0 = 3144' X I&' SMOOTH L4` 3
EXPANSION DOWELS
r.i'S'I t�.
CAL C ') �rI�3Li� ED
.. rr '�• -� �� 't �� fir• '��: '� .
+CI..TI fir. G L 1 l ERSE I IC)N
BOYETT'S RESUBDIVISION
OF ONE ACRE
VOL. 101, PG. 204
ZONED: NG -1
SCHOTZI'S
PROPERTY UNE
PROPOSE XISTING 10' WIDE
CONCRETE FIRE EXIT TO REMAIN
AREA FOR AND SERVE AS PUBLIC
FIRE EXIT ENTRANCE
n/
SERVICE
DECK BYO 200 UNIVERSITY DRIVE, LLC
AS da �4. LOT 2, BLOCK 8
\\\
a a' mm, _ BOYETT SUBDIVISION
d- VOLUME' 101, PAGE 205
1, \ � 1P ZONED NG -1
EM
EXISTING STAIR REGRESS S
FROM SECOND FLOOR R800-
'o
M. MOORE PROPERTIES, LTD. \
CALLED LOTS 16 THRU 19
VOL. 6568, PG. 102
ZONED: NG-1.
EXISTING--._.,
10' -WIDE FIRE EXIT"
TO REMAIN AND SERVE
AS PUBLIC ENTRANCE
EXISTING 7.5'•
WOOD FENCE
TO REMAIN
3 1t2
Y Y
55yF1EEP 'SAND INTO
%-SLI t0Ih1t5
—CONCRETE 'SIDEWALK.
tt
.4.
k ?—T' MAX. 'SAND, LAYING COURSE
PkYE'FlpI ATKIAL
EXISTING SCHOTZI'S
SPORTS BAR 2 -STORY
BUILDING WITH 4500
SQFT, NO
IMPROVEMENTS
PROPOSED TO
EXISTING BUILDING 200 UNIVERSITY DRIVE, LLC
0.2023 ACRES
VOL. 6882, PG. 163
ZONED: NG -1
\\\\\\
SCI�O��S
SPORTS.BAR
PROPOSED 4"=
CALIPER TREES WITH—
TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS AND PROPOSED
BENCH, SEE DETAILS 3,5
EXISTING ASPHALT AREA -
TO BE RE -CONSTRUCTED
WITH BRICK PAVERS
EXISTING -
LAY -DOWN CURB
f
BIKE RACK,
SEE DETAIL
RJCTTEa
REVISIONS:
PROPOSED OUTDOOR IMPROVEMENTS TO THE ENCLOSED GROUNDS OF SCHOTZVS
7'Yt� " .
EXPAJ�ilSlf�N JOINTS, ilk
CURB !� GUTTE'R
PER CITY COASIENTS
S•14.09
SPORTS BAR
SHALL BE
SPACE �.1j . P MAX110M, 015TANCE OF
PROPERTY ADDRESS:
40" !4P't''raFlT
-AND AT ALL 9��IUS
POINT -Sy f T.'S' PiNE1
205 UNIVERSITY DR.
P,0l,S T''n*PF'' "•8"` COOIN' IRAC1f.(64
JO NT - IN C161�81 'la'
PROPERTY OWNER:
COLLEGE STATION, TX 77840
Q)T'TER .SHALL SPACEDAT
A NiAXAitUm
COLLEGE STATION, TX
77840
LEGAL DESCRIPTION:
04STANCE
OP '10' APART,:
L/! -� (`
00
900 UNIVERSITY DRIVE, LLC TRACT
„
w,., ., •., ," Y,A ." �,,, ,..,,,.
,,,.
BLOCK 8 — W.C.BOYEIT ESTATE PARTITION
J E SCOTT LEAGUE A-50
�+;u: ,,,,,•,,,,., „,,,,T+,,.„,,.;,,,,, - COLLEGE STATION BRAZOS COUNTY TEXT
ry+�,•_.
REFERENCE FOR THE SITE PLAN IS THE LAND TITLE SURVEY PLAT BY KERR
I ,.1a5 SURVEYING, CO OF COLLEGE STATION, TEXAS, REVISED PLAT DATED APRIL 2009; AND
": /+ A 5' EASEMENT BY SEPARATE INSTRUMENT BY JOE ORR, INC, SURVEYORS &
q ENGINEERS DATED MAY 2006, AND PUBLIC ACCESS EASEMENTS BY KERR SURVEYING,
+ r DATED APRIL 2009.
IMPROVEMENTS TO THE SITE INCLUDE A WOOD DECK COVERING THE EXISTING ASPHALT
T' r. T'.PAVEMENT AND STREETSCAPE IMPROVEM0Tr9_ 9 SHO N ON THIS DRAWING AND A
eI vu I ''£=Sf6RY�UILMNG TO SERVE AS AN ENTERTAINMENT STAGE AS SHOWN ON SHEET Al.
.oiF NW n,Wvlfq.,ly' /WNeAt,MnfO,ATiYa —
rM# �ARS ENTOh9Ut61"/ THE ENTIRE DECK AREA IS TO BE COVERED WITH INSTECTA—SHIELD FIRE—RETARDANT
y" COATING BY NORTHEAST FIRESHIELD, INC. (631) 563-0960, IN COMPLIANCE WITH
CLEATb'i�;. CURRENT 2006 IFC AND 2006 IBC CRIITERiA, MEETING NFPA 703, AND ICC—ES M 4"
ACCEPTABLE CRITERIA FOR SURFACE APPLIED FIRE—RETARDANT COATINGS (AC363). FIRE
EXITS .WITH OUTWARD SWINGING DOORS WITH STANDARD FIRE `EXIT HARDWARE FOR THE
OUTDOOR AREA ARE TO REMAIN THE'•,SAME AS SHOWN WITH THE ADDITION' OF ONE
X11.,1. FIRE EXIT AT THE NORTH-EAST CORNER OF THE SITE. ALL FIRE PROPOSED AND
EXISTING FIRE EXITS ARE TO BE EQUIPPED WITH EXIT SIGNS AND/OR EMERGENCY
. „ ty LIGHTING WITH EGRESS HARDWARE. THEWOOD BUILDING WILL BE CONSTRUCTED WITH
,' a C'iT PRESSURE TREATED FIRE—RETARDANT FROty) THE MANUFACTURER.
{ Yid i� J4 .+ 1I AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS WITH
SEPARATE DOCUMENTATION.
ST 14 1 .0 SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
EXISTING UTILITIES ARE LOCATED AND VERIFIED IN FIELD, THEY CAN BE INCLUDED IN
THE AS—BUILT DRAWING PROVIDED TO CITY OF COLLEGE STATION UPON PROJECT
TERMINATION AS NEEDED.
100—YEAR FLOODPLAIN IS OUTSIDE THE PROPERTY LINE BOUNDARIES SEE FEMA—FIRM
MAP#48041CO143C
THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF WAYS
OF UNIVERSITY DR. AND PATRICIA ST. SERVE AS FIRE ACCESS.
BUIUDNG SQUARE FOOTAGES:
EXISTING 2—STORY BLDG: 4500 SQFT
PROPOSED DECK: 3225 SQFT
PROPOSED 2—STORY STAGE BLDG: 640 SQFT
BUILDABLE AREA: 8074 SQFT
FLOOR TO AREA RATIO: 1.04:1
PROPOSED BIKERACK, LIVE OAK TREES, SIDEWALKS AND CURB & GUTTERS ARE TO
MEET THE REQUIREMENTS AS SET FORTH IN THE UNIFIED DEVELOPMENT ORDINANCE,
AND THE SITE DESIGN STANDARDS FOR NORTHGATE, SEE ALL APPLICABLE DETAILS AND
REQUIREMENTS IN THE SITE DESIGN STANDARDS MANUAL; MAY 2006 EDITION.
THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5' UTILITY EASEMENT ALONG THE
r_
BACK OF THE PROPERTY EDGE ADJOINING PATRICIA STREET.
IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM BREAKER,
REDUCED PRESSURE PRINCIPAL BACK FLOW DEVISE, OR A DOUBLE—CHECK BACK FLOW
EXISTINGCUR DEVISE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE 2394.
& GUTTER
EXISTING 10`
BUILDING
SETBACK LINE
BRICK PAVERS FOR THE SIDEWALK AREAS ARE TO BE PLACED IN THE RUNNER BOND
PATTERN, AND 'FOLLOW THE SITE DESIGN STANDARDS IN QUALITY AND COLOR.
ALL ROOF AND GROUND—MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM
,r ! VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT—OF—WAY
(ROW) OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM
A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH
THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
NOTE9
I, ' OEWALK' PL9JWNT SHkL BE IN .ACCOROJXE NITH.9/0 LWED DESIGN GNOELNES,
u.
V U. T 1 EXPANSION 11
fINSHI UN BONFINISH;dbNT510 86 TOOLED 14 DEEP AT A VIER, k EOW4 D THE S�ENRJt W� K E aeNSIDN JON S
EXISTING 1.4TO,C,,CONTRACTION &!IIS 0 4! OC,.
EXISTING METER 3; DWI. N AW. 11i TO MY'CONCRIVE STNIiCfURE. AOJAGENT TQ.9pEN.A1K IORNENAY;NItET BDK;CH�8;40NCTION 60N,EdC:I
PLANTERS PARALLEL
1111H +3 N 19"NIA$ 0 01' D9, OR's N 12" flNtS 0 Ip O.C.
PARKING
TO REMAIN 4, W41101`11 CNPACTED :'9 BGRAOE friAlEAI?E COIIPAC1Ei) TOP OEII`,STY Al LEAST 991.0E UJ ANN ORY CEOTY AS
UETERMhE9 BY PR0Ci.08 CQtPAGIIM IESI ASTA.0698 ISTNt1A9pFAl10 SHW t 8E O Ay WET Of THE OPtOItN NOiSTURE CONTENT
5, A WlpMUN1 CtEOA' PEOEStRjMI; WIDTH. .$.DEFINED BY TASAD'AoA SitPll Df PROInOEO FOR ENURE tENGtlI 0150EWALK.
aigdo RacFa< SODS' GY�DD modal 92175 bi.Calom'wa Cxeada'or eQuiralarh
su6jectlo aDDfoval by 8:e AdminlanAw. Saw laure below.
TXDOT PERMIT HAS BEEN
ACQUIRED FOR CONSTRUCTION \
IN TXDOT ROW \ \
BENCHS
(SEE DETAIL)
PROPOSED 25'
CURB & GUTTER
SEE ST1-01 DETAIL
\-PROPOSED VARIABLE
EXISTING CURB WIDTH SIDEWALK WITH
& GUTTER SELECTED PAVERS
—Street -Tree ^Soil- CU -Structural Soil" by Amereq, -Inc:; ,or equivalent -subject -to,-,
approval by the Administrator, Structural soil is an urban tree mix that can safely
support pavements and sidewalks and is designed to provide ample rooting area for
street trees, decreasing tree mortality and sidewalk failure.
Tree. Gratesr Parkway Collection'.Pflbde) # R -8738 -Ai by Neenah Foundry. Company,
or equivalent stibject to approval by the Administrator..See picture below.
60" square with 16" diameter expandable
7!;ral<a
tree opening. :Bolted light: opening grates
t1_t-i I
4a,1);k (8-1/0x1721108"
.x5-3/8") 6- use with or
.11 1> tt Witlioilt Sub -grate lighting.
Tree, grates and frames shall be ofca5t
ir0n. Gi'aV Iron castinys shall conform .to
A,S,T.N. A-48; Class 35 or better.
(o(11C�t riFI3
40 FEET
9/15/08
REVISIONS:
NIVERSITY DR
RI
PER CITYCOMB�NTS
1-20-09
R2
PER CITY COASIENTS
S•14.09
TXDOT ROW LINE
AT THE PROPERTY
WELDONBROWN
ENGINEERING, LC
LINES SHOWN
REESEBROWN
(979) 492-1468
PROPERTY OWNER:
200 UNIVERSITY
DRIVE, LLC
C/O: OLDHAM GOODWIN
GROUP, LLC
809 UNIVERSITYDR.
EAST, SUITE 101A
COLLEGE STATION, TX
77840
A�
mor
I
L/! -� (`
00
�rA^
v1
XISTING
SIDEWALK
.. F
v1
O
� � U
TO REMAIN
�0
F.1y
O
0
nn
r� ._
_
PnDenE for
SCHOTZI'S BAR
205 University Dr.
College Station, TX 77840
SEE PUBLIC
ACCESS
EASEMENT
�—
DEDICATED BY SEPARATE INSTRUMENT
BY KERB
SURVEYING
ON 4-17-09
AREA IS
WITHIN THIS
HATCHING:
�.
TXDOT PERMIT HAS BEEN
ACQUIRED FOR CONSTRUCTION \
IN TXDOT ROW \ \
BENCHS
(SEE DETAIL)
PROPOSED 25'
CURB & GUTTER
SEE ST1-01 DETAIL
\-PROPOSED VARIABLE
EXISTING CURB WIDTH SIDEWALK WITH
& GUTTER SELECTED PAVERS
—Street -Tree ^Soil- CU -Structural Soil" by Amereq, -Inc:; ,or equivalent -subject -to,-,
approval by the Administrator, Structural soil is an urban tree mix that can safely
support pavements and sidewalks and is designed to provide ample rooting area for
street trees, decreasing tree mortality and sidewalk failure.
Tree. Gratesr Parkway Collection'.Pflbde) # R -8738 -Ai by Neenah Foundry. Company,
or equivalent stibject to approval by the Administrator..See picture below.
60" square with 16" diameter expandable
7!;ral<a
tree opening. :Bolted light: opening grates
t1_t-i I
4a,1);k (8-1/0x1721108"
.x5-3/8") 6- use with or
.11 1> tt Witlioilt Sub -grate lighting.
Tree, grates and frames shall be ofca5t
ir0n. Gi'aV Iron castinys shall conform .to
A,S,T.N. A-48; Class 35 or better.
(o(11C�t riFI3
40 FEET
9/15/08
REVISIONS:
ADDED 2•STORYBLDG
12-26-08
RI
PER CITYCOMB�NTS
1-20-09
R2
PER CITY COASIENTS
S•14.09
R3
WELDONBROWN
ENGINEERING, LC
1511 s. TEXASAVE, 017
COLLEGESTATION, TX 77840
REESEBROWN
(979) 492-1468
PROPERTY OWNER:
200 UNIVERSITY
DRIVE, LLC
C/O: OLDHAM GOODWIN
GROUP, LLC
809 UNIVERSITYDR.
EAST, SUITE 101A
COLLEGE STATION, TX
77840
979-268-2000
mor
I
L/! -� (`
00
�rA^
v1
v1
O
� � U
�0
F.1y
O
0
nn
r� ._
_
PnDenE for
SCHOTZI'S BAR
205 University Dr.
College Station, TX 77840
(979) 777-6646 - Cory
(9 79) 268-2080 - Jason
C-1
AM
(qg'm Fj4, �1V
�� Review
NORTH ( �
!9/[601111IN4�_TO
PARKING LOT PROPOSED 20'
LA DOWN CURB,
SEE DETAIL ST1-00
PROPOSED COMMERCIAL -
DRIVEWAY WITH 8' SIDEWALK
PROPOSED 3" CALIPER
WITH TREE GRATES THAT ARE
LOCATED AT THE BACK OF CURB
AND WITH UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS, SEE DETAILS
PATRICIA ST -
ROW LINE
EXISTING CURB—
& GUTTER
EXISTING
GUTTER
PROPERTY LINE
i
AREA, TO BE
RE -CONSTRUCTED
EXISTING
SIDEWALK
EXISTING TRASH PICKUP,
DUMPSTER AREA
TO REMAIN
r -
REVISIONS:
XISTING 5' PUBLIC
R7
PER CTTYCOAaXNTS
1-20-09
TILITY EASEMENT,
PER CITY COADIENTS
5-14-09
R3
VOL 7642, PG 242
/--SEE PUBLIC ACCESS EASEMENT
BY SEPARATE INSTRUMENT
ENG)7EERING, LC
ISMS. TEXASAVE, Ny17
COLLE0E8TA770N, TX 77540
REESEBROWN
(979) 492-1468
BY KERR SURVEYING ON 4-17-09
200 UNIVERSITY
-"DRIVE,-LLC— —
CIO: 0LDHAMG00D9W
GROUP, LLC
809 UNIVERSITYDR.
EAST, SUITE 101A
AREA IS WITHIN THIS HATCHING:
979-268-2000
w1
�. ROPOSED ADA
.� RAMP WITH RAIL,
r�r
�1
O
� U
ri SEE SHEET Al
W.C. BOYETT ESTATE
LOT 14,
BLOCK 8
-.. _ ____._--BOYETT-_SUBDIVISION
O
�1
VOLUME
101, PAGE 205
(979) 777-6646 - Cory
(979) 268-2080 - Jason
ZONED
NG -1
S
FR. '---PROPOSED
4' WIDE
�e-
Ste•.
FIRE EXIT,
ALSO TO
SERVE AS
PUBLIC
RAMP
wig 1W
PATRICIA ST CONCRETE STAIRS
ROW LINE SEE SHEET Al
PROPOSE
PROPOSE SECTION OF \
BENCH 7.5' WOOD
(SEE DETAIL) FENCE
UPSTAIRS PORTION OF THE
GREEN ROOM WILL NOT BE FOR
PUBLIC USE, AND NOTICE WILL
BE POSTED RESTRICTING ACCESS
XISTING FIRE HYDRANT
IS LOCA —
TED ON THE NORTH—WEST
_-C 0 R N E R--- O F --C H U R L -H ST_,_ AN -D---- EI�§TING 7.5,-
_
WOOEBOYETT ST., LOCATED RMAIN
APPROXIMATELY 280' FROM THE
PROPOSED STAGE STRUCTURE, THREE (3) ADDITIONAL
RE
SEE VICINITY MAP BELOW FIAREESHERS TO BEIADDED
NO EXISTING TO SITE GROUNDS:
SIDEWALK 1 AT EXISTING BAR
Sidewalk Benches: SIRB-28 Series model ,-RB-23 (5 -foot) by Victor Stanley l:nc:,
or equivalent, subject to approval by the Administrator.
1/4 x 1-1/2 (6,4 x 38.1mm) steel seat
members.
Finished end sections are 1/2 x'2 (12:7 x
50.8 mm) solid steel bar, welded and
ground.
Minimum six foot (6') length
Electrostatically powder,coated with
polyester powder coatings.
VIC gTY-1VIAP
;TING FIRE
RANT ON
TH-EAST
NER OF
IRCH ST. &
ETF ST.,
ROX. 280'
TH-WEST
NER OF
TING FENCE
106,1111191 I
►
1 AT PROPOSED STAGE BLDG
& 1 NEAR ENTRANCE
ON UNIVERSITY
EXISTING 7.5'
WOOD FENCE
TO REMAIN
.VEL WOOD DECK
MENSIONED AS
EXISTING
BAR
M. MOORE PROPERTIES, LTD.
CALLED LOTS 16 THRU 19
VOL. 6568, PG. 102
ZONED: NG -1
/
F „
C� , •T rn' -e ,
NOTE:
TYPE •'G'• EXPANSION JOINTS IN CURB & OVIYER
SMALL 9E'$F+ACED AT A MAXIMUM DISTANCE QF
4C0• APART AND AT ALL RADIUS POINTS, P.T: S AND
P,C.•S. TYPE ••9•• CONTRACTION JOINTS IN CURB &
GUTTER SHALL, BE SPACED AT A MAXIF41.1Af
DISTANCE OF 10" APART.
. ........ ....-2d ._.... -----
'
I
....... -A.
-A.
W ="4 BARS -.. . _
0- 31W' X 18" SMOOTH L 4 a- i 3,•
ErrxPAANSION DOWELS r (j � i T �� �
r.l, 1 PIC, -AL. 'l..�Lli�•fMUNT.1'. D
S C1JR3_& ,� LJTI�E.SL1,71
0Nryy 1
BOYETT'S RESUBDIVISION
OF ONE ACRE
VOL. 101, PG. 204
ZONED: NG -1
-.-.
PROPERTY LINE
rnvrvl�t/ XISTING 10' WIDE
CONCRETE j// FIRE EXIT TO REMAIN
AREA FOR AND SERVE AS PUBLIC
FIRE EXIT ENTRANCE
^^ti
i
SERVICE
. a • a
d
a •
a
c XISTING STAIR REGRESS
SECOND FLOOR
INO TE:
TYPE ..�., EDt,P'AtN10%1 .4i7 *TS, Ilk CURB: t r GUTTER
ALL BE SPAMO AT .4 hiAXIMIM' . D]STANCE CIF
40° APART. ANfll AT & , RADIUS, R6�1}MT�y f` T .'� AND
0?,C,"S',: TYPE -8... CONTRA0.T1161V JO!1 TS IN CURS Sr.
iGOT'TER SHALL UtSPAQ& D1 :AT A (MAXIMUM
DISTANCE OP '16" APARf.:
.... _ �,...rrt•12f'-,r...v..a!'�.,.�b ..nm:1��yeaw.rrw'�
L
k
j
2.;NR..
F �,� �. + IiN
/ IM4 BARS CONTINUOUS -l'
�,1"1 0
200 UNIVERSITY DRIVE, LLC a;
LOT 2, BLOCK 8 EXISTING CUR
BOYETT SUBDIVISION &GUTTER
VOLUME 101, PAGE 205
ZONED NG'_1
s
51(9.X10
F
EXISTING SCHOTZI'S
SPORTS BAR 2 -STORY
BUILDING WITH 4500
SQFT, NO
IMPROVEMENTS
PROPOSED TO
EXISTING BUILDING 200 UNIVERSITY DRIVE, LLC
0.2023 ACRES
VOL. 6882, PG. 163
ZONED: NG -1
\�\ SCI3oTaS
\\ SFORTS.BAR
10' WIDE FIRE EXIT
TO REMAIN AND SERVE
AS PUBLIC ENTRANCE
EXISTING 7.5°
WOOD FENCE
TO REMAIN
BENCH,�0, INTO PROPOSED 4"
CALIPER TREES WITH
SIOEWALKTREE GRATES WITH ---
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS AND PROPOSED
4, r`—CCI'—I"MAA�XgC.'SANDI, LAYING; COURSE
` PZF',k'MA KIAL
S111EX"VAI. K 131'L,%1rF4R SECTION
EXISTING ASPHALT AREA
TO BE RE -CONSTRUCTED
WITH BRICK PAVERS
LAY -DOWN CURB
BIKE RACK,
SEE DETAIL
SITE PLAN FOR:
PROPOSED OUTDOOR IMPROVEMENTS TO THE ENCLOSED GROUNDS OF SCHOTZI'S
SPORTS BAR
PROPERTY ADDRESS:
205 UNIVERSITY DR.
COLLEGE STATION, TX 77840
LEGAL DESCRIPTION:
200 UNIVERSITY DRIVE: LLC TRACT
BLOCK 8 - W.C.BOYEIT ESTATE PARTITION
J.E. SCOTT LEAGUE A-50
COLLEGE STATION. BRAZOS COUNTY TEXAS
REFERENCE FOR THE SITE PLAN IS THE LAND TITLE SURVEY PLAT BY KERR
SURVEYING, CO OF COLLEGE STATION, TEXAS, REVISED PLAT DATED APRIL 2009; AND
A 5' EASEMENT BY SEPARATE INSTRUMENT BY JOE ORR, INC, SURVEYORS &
ENGINEERS DATED MAY 2006, AND PUBLIC ACCESS EASEMENTS BY KERR SURVEYING,
DATED APRIL 2009.
IMPROVEMENTS TO THE SITE INCLUDE A WOOD DECK COVERING THE EXISTING ASPHALT
PAVEMENT AND STREETSCAPE IMPROVEMENTS AS SHOWN ON THIS DRAWING, AND A
2 -STORY BUILDING TO SERVE AS AN ENTERTAINMENT STAGE AS SHOWN ON SHEET Al.
THE ENTIRE DECK AREA IS TO BE COVERED WITH INSTECTA-SHIELD FIRE -RETARDANT
COATING BY NORTHEAST FIRESHIELD, INC. (631) 563-0960, IN COMPLIANCE WITH
CURRENT 2006 IFC AND 2006 IBC CRITERIA, MEETING NFPA 703, AND ICC -ES
ACCEPTABLE CRITERIA FOR SURFACE APPLIED FIRE -RETARDANT COATINGS (AC363). FIRE
EXITS WITH_OUTWARD-SWINGING DOORS WITH STANDARD FIRE-_EXIT_HARDWARE-:FOR THE---
OUTDOOR AREA ARE TO REMAIN THE SAME AS SHOWN WITH THE ADDITION OF ONE
FIRE EXIT AT THE NORTH-EAST CORNER OF THE SITE. ALL FIRE PROPOSED AND
EXISTING FIRE EXITS ARE TO BE EQUIPPED WITH EXIT SIGNS AND/OR EMERGENCY
LIGHTING WITH EGRESS HARDWARE. THE WOOD BUILDING WILL BE CONSTRUCTED WITH
PRESSURE TREATED FIRE -RETARDANT FROM THE MANUFACTURER.
AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS WITH
SEPARATE DOCUMENTATION.
SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
EXISTING UTILITIES ARE LOCATED AND VERIFIED IN FIELD, THEY CAN BE INCLUDED IN
THE AS -BUILT DRAWING PROVIDED TO CITY OF COLLEGE STATION UPON PROJECT
TERMINATION AS NEEDED.
100 -YEAR FLOODPLAIN IS OUTSIDE THE PROPERTY LIN BOUNDARIES S FEMA -FIRM
MAP#48041CO143C
THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF WAYS
OF UNIVERSITY DR. AND PATRICIA ST. SERVE AS FIRE ACCESS.
BUILIDNG SQUARE FOOTAGES:
EXISTING 2 -STORY BLDG: 4500 SQFT
PROPOSED DECK: 3225 SQFT
PROPOSED 2 -STORY STAGE BLDG: 640 SQFT
BUILDABLE AREA: 8074 SQFT
FLOOR TO AREA RATIO: 1.04:1
PROPOSED BIKERACK, LIVE OAK TREES, SIDEWALKS AND CURB & GUTTERS ARE TO
MEET THE REQUIREMENTS AS SET FORTH IN THE UNIFIED DEVELOPMENT ORDINANCE,
AND THE SITE DESIGN STANDARDS FOR NORTHGATE, SEE ALL APPLICABLE DETAILS AND
REQUIREMENTS IN THE SITE DESIGN STANDARDS MANUAL; MAY 2006 EDITION.
THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5' UTILITY EASEMENT ALONG THE
BACK OF THE PROPERTY EDGE .ADJOINING PATRICIA STREET.
IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM BREAKER,
REDUCED PRESSUREC
I S
PRINCIPAL (PAL BACK FLOW DEVISE, OR A DOUBLE-CHECK BACK FLOW
DEVISE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE 2394.
_BRICK -PAVER -S, FOR THE SIDEWALK AREAS ARE TO BE PLACED IN THE RUNNER BOND
PATTERN, AND FOLLOW THE SITE DESIGN STANDARDS IN QUALITY AND COLOR.
ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM
VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY
(ROW) OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM
A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH
THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
ND1ES:
1, 'SCEN PLACEIENT SHAIt BE IN. ACCORDANCE NITH.845 LWED DESIGN GUIDEL M
2, FINP, CHT BOON FIN68 401M TO BE TOOLED 1e DEEP AT 7N NTERVA EQUAL: TD THE. SICEIIU 01K EMPAN610N JOINTS
o 40iOtiCONTRA oil JOINTS A 4'O,C,.
3; DOWEL N AM 111 TO ANY CONCRETE S.TRtiC% ADXENT TO, 9CEIWO ID.10 6Y; OUT AOKA";�NNCTION SAM.)
1t11N a3 k va llms o 0: a.9, oR 04 K i2b OARS o IVIG.
a, COACTION: 009TED SWORAE lIATERR. C011PAVEO TOA DENMY AT LEAST 96r, OF 0XIM ORT WO
AS
65049;6 DY T OCTDR COW-iRTION 11 51819 069S I5TAHNIRO)k SHALL 5 OVY, WET or THE DPlN (IDiSTORE CONTENT
5, A ICIGYULI GEAR' RUSTON. Wi01H .AS. DEF9iC0 CY IAS AND AOA SHALL 9 PRO' DEO FOR ENTIRE LENGTH OT SIDEWA,K,
aigada Radm Sve Cydwpp model 02i75 by Columbia Cxeado'or equiyala,R
subiectba appaoeal by am Adeenlabalar. See plabue.below.
SEE PUBLIC ACCESS EASEMENT Street Tree Soil: CU -Structural. Soil'" by Amereq, Inc., or equivalent subject to
DEDICATED BY SEPARATE INSTRUMENT i b
T
BY KERR SURVEYING ON-4-17-09...-,.,eapproVa V L1e Admlmstlator, buLictural soil Is an urban tree mix that can safely
AREA IS WITHIN THIS HATCHING: support pavements and sidewalks and is designed to provide ample rooting area for
street trees, decreasing tree mortality ped sidelyalk failure.
TXDOT PERMIT HAS BEEN
ACQUIRED FOR CONSTRUCTION \�/ Tree Gratesrparkway Collection.Model # R -8733 -Ai by Neenah Foundry Company,
IN TXDOT ROW �\V`\\ • or equivalent sub.�ectto approval by theAdministrator. See picture below,
PROPOSED < \\ a 60" square with 16" diameter expandable
BENCHS T tr " � tree opening.Bolted lightopeninggrates
(SEE DETAIL) O • 0 05k (B 1J4 x17-118116-3/9") foi• Llse With or
� wd
�^^liouf sub orate lighting.
NA
Tree rates and frames shall be of cast
PROPOSED ^rg irom Gray iron castings shall conform .to
CURB &GUTTER � � 4o
SEE ST1-01 DETAIL \��s A,S,T.hI. A-48; Class 35 or better,
\-PROPOSED VARIABLE
EXISTING CURB WIDTH SIDEWALK WITH 10 0 10 20 30 40 FEET
& GUTTER SELECTED PAVERS
�riir•r-1A / iiiiiiii��iiiiiiiiiiiSCALE: 1"=10 Feet
9/15/08
REVISIONS:
ADDED 2STORYBLDO
12-26-08
R7
PER CTTYCOAaXNTS
1-20-09
R2
PER CITY COADIENTS
5-14-09
R3
WELDONBROWN
ENG)7EERING, LC
ISMS. TEXASAVE, Ny17
COLLE0E8TA770N, TX 77540
REESEBROWN
(979) 492-1468
PROPERTYORWER:
200 UNIVERSITY
-"DRIVE,-LLC— —
CIO: 0LDHAMG00D9W
GROUP, LLC
809 UNIVERSITYDR.
EAST, SUITE 101A
COLLEGESTATION, TX
77840
979-268-2000
w1
L�
W
r�r
�1
O
� U
0
�1
O
O
�1
Prepared for.
SCHOMI'S BAR
205 University Dr.
College Station, TX 77840
(979) 777-6646 - Cory
(979) 268-2080 - Jason
C-1
EXISTING PAY
PARKING LOT
PROPOSED COMMERCIAL
DRIVEWAY WITH 8'
SIDEWALK, SEE ST2-03
& STD. DETAILS
EDGE0F`"'17"0G"
3" CALIPER WITH
R -0•W• TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS, SEE DETAILS
FA
EXISTING CURB
& GUTTER
J
EXISTING
SIDEWALK
i XISTING TRASH PICKUP,
DUMPSTER AREA
TO REMAIN
-EXISTING 5' PUBLIC V n�
UTILITY EASEMENT, -}4
VOL 7642 PG 242
' W_
PROVIDE ACCESSNT FOR
THE AREA WITHIN dEET OF BACK
CURB, WHICH IS APPROXIMATELY
5 FE FROM PROPERTY LINE
AL G TRICIA STREET
(�� V16
ROPOSED A A
�'� RAMP WITH RAIL,
SEE SHEET Al W.C. BOYETT ESTATE
GUTTER
PROPOSED 2LSTORY
STRUCTURE WITH STAGE,
0BOTTOM FLOOR
OOF
SCHOTZI OF SQFT AND 227 UPSIAIRU11
OF
PROPERTY LINE 0 000101
OF WITH 8' HEIGHT PER
000
�r.�►
FLOOR AND 24' ROOFWE 0 0 HEIGHT, SEE SHEET AlPATRICIA ST I CO 4,4.
00 00,
SECTION OF
7.5' WOOD
FENCE
GL°l' qL(q
MATCH E OF EXISIiNn TYPE `D" EXPA43OR JOINT.
CIITTEP. Et FV,=T/C UEV.+3"
EXISTENT) CURB 5 OUTTER
TO BE REMOVED 40
{�S.. 11 I
EXISTING PVMT t '•1 I
SITE PLAN FOR:
A PROPOSED OUTDOOR IMPROVEMENTS TO THE ENCLOSED GROUNDS OF SCHOTZI'S
TYPE G' EXPAHSiON JOINT SPORTS BAR
FAO,KRTY I,Mf, PROPERTY ADDRESS:
_ - ! 205 UNIVERSITY DR.
�,Fw,.,7�„„ COLLEGE STATION, TX 77840
vaWES
MAINTAIN ;!X MAXI REAURN CURB 10 HAVE ; LEGAL DESCRIPTION: '�E
CROSS �aLOPE h ROLL FACE DIfJIt151469G 200 UNIVERSITY DRIVE LLC TRACT I`QLI/-Q�
AT RODS PONT, BLOCK 8 — W C BOYETT ESTATEPARTITION `/ Q� 5-t
J.E. SCOTT LEAGUE A-50
EXISTING BASE 25IJEMN, fttitAOVE CUl4l3 I TTPC U” JULATORY RNYP COLLEGE STATION BRAZOS COUNTY TEXAS
l01ORWED TIE PAR DIbVIWAY APRON 94ALL BE lONGITl,k7Nk �� SLOPE R.12 100,
44 X I8" d,C. Ywu FRAM# JOINT
NEW 6 428•DAY CONCRETE I 1 REFERENCE FOR THE SITE PLAN IS THE LAND TITLE SURVEY P BY KERft
f�11t YYNG N_i«--------- SURVEYING, CO OF COLLEGE STATION, TEXAS, REVISED PLAT DA D 01-04-99 AND A
aYAi�NUIH • 3008 patWM4 --( ----
CONCRETE TO EXISTING f""" �------
8MIS 0 W' O.G,EA ASPHALT SIDEWALK 1 • 5' EASEMENT BY SEPERATE INSTRUMENT BY JOE ORR INC SUR ORS & E INEERS
CONCRETE EAVEfrfFNT ORO% Wro CURE! k GUTUR �` I �
_ _ _ _ _ — _ L _ DATED MAY 2006.
ONLY SHALL BE ALLOWED ON OPiN �A7 - ---- —i'---- — NEAT
DAY@'D STREET +�EtTlL1t15 SAW CUT I SAW CUT- IMPROVEMENTS TO THE SITE INCLUDE A WOOD DECK COVERING THE EXISTING ASPHALT
UPSTAIRS PORTION OF THEA
GREEN ROOM WILL NOT BE FOR
PUBLIC USE, AND NOTICE WILL
BE POSTED RESTRICTING ACCESS
XISTING FIRE HYDRANT
_„ IS LOCATED ON THE NORTH—WEST
CORNER OF CHURCH ST. AND EXISTING 7:5' -
BOYETT ST., LOCATED WTO'REMAIN
APPROXIMATELY 280' FROM THE
PROPOSED STAGE STRUCTURE, THREE (3) ADDITIONAL
SEE VICINITY MAP BELOW FIARE RE ET EXTINGUISHERS
EIADDED
0 EXISTING TO SITE GROUNDS:
SIDEWALK 1 AT EXISTING BAR
1 AT PROPOSED STAGE BLDG
& 1 NEAR ENTRANCE
ON UNIVERSITY
Sidewalk Benches: Steelsites Series model ttRB-28 (6 -foot) by Victor Stanley Inc.,
or equivalent, subject to approval by the Administrator.
1/4 x 1-1/2 (6.4 x 88.1mm) steel seat
members.
Finished end sections are 1/2 x 2 (12.7 x
50,8 mm) solid steel bar, welded and
ground.
Minimum six foot (6') length
Electrostatically powder -coated with
polyester powder coatings.
A; 200 Univrsity. Dr. CoOsaw station, TX »040.1282
;TING FIRE
RANT ON
TH—EAST
NER OF
RCH ST. &
ETT ST.,
ROX. 280'
TH—WEST
NER OF
TING FENCE
ROPERTY
OCATION
_VEL WOOD DECK
MENSIONED AS
EXISTING
BAR
na
XISTING STAIR REGRESS
FROM SECOND FLOOR
e
w
M. MOORE PROPERTIES, LTDX \�'�,x
CALLED LOTS 16 THRU 19� L7\1
VOL. 6568, PG. 102
ZONED: NG -1 �- �d4 'Q
X^�J7 EXISTING-.`.
W 10' WIDE FIRE EXIT
TO REMAIN AND SERVE
AS PUBLIC ENTRANCE
EXISTING 7.5'•
WOOD FENCE
TO REMAIN
3=Tl.2•'
�rw
WEEP '$AND INTO
L JOATS
zfCONCRETE SIDEWALK
�, 1—CC7EE•' MAX. SANT? LAYING COURSE
PA Fr.7ATkLAL
SIDE,1 rlr LK PAVER SEC"110N
ELECTRICAL
SERVICE
w , � ���f�� PAVEMENT NSTORY BULDINGTO STREETS
PE SERVE IAS RAN EMENTS AS ENTERTAINMENTWN ON STAGE AS SHOWNNG, AND A
ON SHEET Al.
TYPE -•' A'1 AT TNG CRIB a DUTTEp T THE ENTIRE DECK AREA IS PROPOSED TO BE SPRAYED WITH A FIRE RETARDANT
EXPANS-%I JONT SAN C"JT BE REMOVED • VPLACE STREET SEALER. FIRE EXITS WITH OUTWARD SWINGING DOORS WITH STANDARD FIRE EXIT
SLt�trACTtC AS Ef(D HARDWARE FOR THE OUTDOOR AREA ARE TO REMAIN THE SAME AS SHOWN WITH THE
�T���J{� �• (� 7�} ��iT ADDITION OF ONE FIRE EXIT AT THE NORTH—EAST CORNER OF THE SITE. ALL FIRE
C011�',Y�1„t;sRCtal L DIS.\P'TENVA r
EMERGENCY AND CHASTING ING FIRE EGRESS SHARE TO BE EQUIPED WITH EXIT SIGNS AND/OR
NOTE, AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS WITH
SEPERATE DOCUMENTATION.
SPACEf. TYPE •D'• EXPANSION DIST N CURB •GUTTER NDA AL NOTEa
RADIUS O ',4118',. DISTANCE DP 40-V COFtl No AT ALL SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
jOIRADIUS POf,TS,P.T:•,AND P.C.•s. TYPE •B" CONTRACTION TYPE "O" EXPANSION INTS IN CURB d CUTTER
DISTANCE
N CURB 6 GUTTER SHALL 8E SPACED AT A MAx.11fAt _ SHALL BE SPACED AT A �AAXnauN POUTS. or EXISTING UTILITIES ARE LOCATED AND VARIFIED IN FIELD THEY WILL BE INCLUDED IN
DBfAMCE Or f0'MART 4D' APART AND AT AL RAMS PON73, P.T: 4 AM ,
2. PPE CXTENOEO 1-4- FROM ROC TO BE COYEREO WITH FABRIC P.C: S. TYPE "ET• CONTRACTION JOINTS IN CURB 4. THE AS -BUILT DRAWING PROVIDED TO CITY OF COLLEGE STATION UPON PROJECT
AND OED 1N RACE CUTTER SMALL BE SPACED AT A MAXWtAt TERMINATION.
DISTANCE OF IW APART.
all 24--- 1 241• 100—YEAR FLOODPLAIN IS OUTSIDE THEPROPERTY LINE BOUNDARIES SFE FEMA FIRM
Vel"R I - \ I/4••R 6- ts- MAP#48041CO143C
MN z- .4 0- -- THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF WAYS
�'• F slop v4-
— r _R- _� 17„ -3T �� 1., vA"• 5 OF UNIVERSITY DR. AND PATRICIA ST. SERVE AS FIRE ACCESS.
�L • �i
BUILIDNG SQUARE FOOTAGES:
�• �. y s^ •2" _j EXISTING 2 -STORY BLDG: 4500 SOFT
• =•4 eras . • -»4 BARS �- — —j PROPOSED DECK: 3225 SOFT
e - !A4" x 18" SMOOTH PROPOSED 2 -STORY STAGE BLDG: 640 SQFT
0 =3R" X IV SMOOTn ExP/WB10N DOWELS 3.. -
EXPANSfON DOtYELs - BUILDABLE AREA: 8074 SQFT
ZAPICAL CU BINED FLOOR TO AREA RATIO: 1.04:1
TI'PICAL WI,I;PHC?LF. CLiRB S ARE TO
1 r T PROPOSED BIKERACK, LIVE OA
URB & GU 1 PEk SE ION MEET THE REQUIREMENITS'_ S RTHSIN THE UNIFIED CDEVELOPMENT R
CORDNANCE,
S"T1-D5 Srj`I_01 AND THE SITE DESIGN STANDARDS FOR NORTHGATE, SEE ALL APPLICABLE DETAILS AND
REQUIREMENTS IN THE SITE DESIGN STANDARDS MANUAL; MAY 2006 EDITION.
THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5' UTILITY EASEMENT ALONG THE
= BACK OF THE PROPERTY EDGE ADJOINING PATRICIA STREET.
IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM BREAKER,
REDUCED PRESSURE PRINCIPAL BACK FLOW DEVISE, OR A DOUBLE-CHECK BACK FLOW
DEVISE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE 2394.
200 UNIVERSITY DRIVE, LLC BRICK PAVERS FOR THE SIDEWALK AREAS ARE TO BE PLACED IN THE RUNNER BOND
LOT 2, BLOCK 8 r' PATTERN, AND FOLLOW THE SITE DESIGN STANDARDS IN QUALITY AND COLOR.
BOYETT SUBDIVISION EXISTING C R
VOLUME 101, PAGE 205 & GUTTER ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM
ZONED NG -1, VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY
--
(ROW) -OR RESIDENTIAL DISTRICT WITHIN -I50'_,OF THE SUBJECT ._LOT, ;,MEASURED FROM
A POINT FIVE FEET ABOVE GRADE --SUCH SCREENING SHALL BE COORDINATED WITH
_ THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
S '
A8�°,
Ste.
EXISTING 10 j NOTES
F BUILDING 1. 40EWALK PLACEAENT SHALL BE IN ACCORDANCE WITH BICS LNFED DESIGN GIl1OELNES.
.7SET BACK LINE
EXISTING SCHOTZI'S °�� 2, FW!LICHT BROOM FINISH. JOINTS To BE TOOLED 1" DEEP AT AN NTERvAL EOI14 TD THE SIDEWALX NIR EXPANSION JONTS
SPORTS BAR 2—STORY r 0 401C„CONTRACTX)N ARTS 0 41C,
BUILDING WITH 4500 3, DOWEL N AN) TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK 1DRIUEWAY,NLEt BDX,CORB,JINCTIDN BOX,ETC.)
SQFT, NO 4
IMPROVEMENTS IMPROVEEXISTING WITH 13 117” BARS 0 TR" OC. OR 14 X ii" BARS 0 16, QC.
IMPR),
PROPOSED TO XISTING METER 4, CNACTION+ COBPACIED MORAN VAIER* CNPACIEO TO A DENSITY AT LEAST 987 OF NAMANO DRY DENSITY AS
EXISTING BUILDING 200 UNIVERSITY DRIVE, LLC PLANTERS PARALLEL OETEMED BY PROCTOR COWACTION TEST ASTM D698 (STANDARD) AND SHNA BE 0.4X WET OF THE OPIM MOISTURE CONTENT
0.2023 ACRES TO REMAIN PARKING 5, A 04tN CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND AOA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK,
VOL. 6882, PG. 163 j
ZONED: NG -1 �
Bkyde Racist Sup- CYd*.p5 model /2175 by Cdumbia Crsda or t tina{a,R
0 wbjed to epp,oaal b, tlm Admin'"tral r. Sm P Wm below.
SC,F�OTLITS
STAY DAR NIVERSITY DR+* f
_g \O I ROW LINE
PROPOSED 4"
CALIPER TREES WITH
TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS AND PROPOSED
BENCH, SEE DETAILS
EXISTING
ASPHALT AREA
EXISTING LAY—DOWN
TYPE CURB
vOF
. oil � a es
—mm—--mmmm-"
.=== 'o
RNes r El°► .MM.=Mmmmmm
r •
..
-------------
---/
MMMMMM=
A.M==MWAM= 11111111
f�f�f�f���f■a►���,1r.�a.L"sir:..' • • • /
....f..... 11f■W.�f.��f.a -
.����f��f�� ART MWAmmmmmmmm 11.121
am
f������+
f....... . �f0 MEIT M
IT WISEMAN=
ter.
CURB & GUTTER
SEE ST1-01 DETAIL
`PROPOSED VARIABLE
EXISTING CURB WIDTH SIDEWALK WITH
& GUTTER SELECTED PAVERS
itreet Tree Soil: CU -Structural Soil' by Amereq, Inc., or equivalent subject to
approval by the Administrator, Structural soil is an urban tree mix that can safely
support pavements and sidewalks and is designed to provide ample rooting area for
pQ street trees, decreasing tree mortality and sidewalk failure.
"ree Grates: Parkway Collection Model # R -8738 -AI by Neenah Foundry Company,
or equivalent subject to approval by the Administrator. See picture below.
60" square with 16" diameter expandable
tree opening. Bolted light opening grates
�0;1 (8 -1/4"x17 -1(8"x5-3/8") for use with or
6�k"/g4 gay; without sub -grate lighting.
Tree grates and frames shall be of cast
"f pp .. iron. Gray Iron castings shall conform to
Y, ``•� AOki 4iCo, �� NI
A.S,T,M, A-48, Class 35 or better,
• _-
30 40 FEET
LOT 14, BLOCK 8
BOYETT SUBDIVISION
VOLUME 101, PAGE
205
`
ZONED NG -1
. ♦ ...,. ♦ 1
----------PROPOSED
4' WIDE
/
FIRE EXIT, ALSO TO
SERVE AS PUBLIC
Ilk
•
F\
ENTRANCE WTIH ADA
I •
RAMP
BOYETT'S RESUBDIVISION
9°
OF ONE ACRE
sem,
VOL. 101, PG.
204
XISTING 7.5'
ZONED: NG -1
WOOD FENCE
TO REMAIN
SCHOTZI'S
PROPERTY
LINE
PROPOSE
XISTING 10' WIDE
CONCRETE
FIRE EXIT TO REMAIN
AREA FOR
AND SERVE AS PUBLIC
FIRE EXIT
ENTRANCE
1 ,2'
UPSTAIRS PORTION OF THEA
GREEN ROOM WILL NOT BE FOR
PUBLIC USE, AND NOTICE WILL
BE POSTED RESTRICTING ACCESS
XISTING FIRE HYDRANT
_„ IS LOCATED ON THE NORTH—WEST
CORNER OF CHURCH ST. AND EXISTING 7:5' -
BOYETT ST., LOCATED WTO'REMAIN
APPROXIMATELY 280' FROM THE
PROPOSED STAGE STRUCTURE, THREE (3) ADDITIONAL
SEE VICINITY MAP BELOW FIARE RE ET EXTINGUISHERS
EIADDED
0 EXISTING TO SITE GROUNDS:
SIDEWALK 1 AT EXISTING BAR
1 AT PROPOSED STAGE BLDG
& 1 NEAR ENTRANCE
ON UNIVERSITY
Sidewalk Benches: Steelsites Series model ttRB-28 (6 -foot) by Victor Stanley Inc.,
or equivalent, subject to approval by the Administrator.
1/4 x 1-1/2 (6.4 x 88.1mm) steel seat
members.
Finished end sections are 1/2 x 2 (12.7 x
50,8 mm) solid steel bar, welded and
ground.
Minimum six foot (6') length
Electrostatically powder -coated with
polyester powder coatings.
A; 200 Univrsity. Dr. CoOsaw station, TX »040.1282
;TING FIRE
RANT ON
TH—EAST
NER OF
RCH ST. &
ETT ST.,
ROX. 280'
TH—WEST
NER OF
TING FENCE
ROPERTY
OCATION
_VEL WOOD DECK
MENSIONED AS
EXISTING
BAR
na
XISTING STAIR REGRESS
FROM SECOND FLOOR
e
w
M. MOORE PROPERTIES, LTDX \�'�,x
CALLED LOTS 16 THRU 19� L7\1
VOL. 6568, PG. 102
ZONED: NG -1 �- �d4 'Q
X^�J7 EXISTING-.`.
W 10' WIDE FIRE EXIT
TO REMAIN AND SERVE
AS PUBLIC ENTRANCE
EXISTING 7.5'•
WOOD FENCE
TO REMAIN
3=Tl.2•'
�rw
WEEP '$AND INTO
L JOATS
zfCONCRETE SIDEWALK
�, 1—CC7EE•' MAX. SANT? LAYING COURSE
PA Fr.7ATkLAL
SIDE,1 rlr LK PAVER SEC"110N
ELECTRICAL
SERVICE
w , � ���f�� PAVEMENT NSTORY BULDINGTO STREETS
PE SERVE IAS RAN EMENTS AS ENTERTAINMENTWN ON STAGE AS SHOWNNG, AND A
ON SHEET Al.
TYPE -•' A'1 AT TNG CRIB a DUTTEp T THE ENTIRE DECK AREA IS PROPOSED TO BE SPRAYED WITH A FIRE RETARDANT
EXPANS-%I JONT SAN C"JT BE REMOVED • VPLACE STREET SEALER. FIRE EXITS WITH OUTWARD SWINGING DOORS WITH STANDARD FIRE EXIT
SLt�trACTtC AS Ef(D HARDWARE FOR THE OUTDOOR AREA ARE TO REMAIN THE SAME AS SHOWN WITH THE
�T���J{� �• (� 7�} ��iT ADDITION OF ONE FIRE EXIT AT THE NORTH—EAST CORNER OF THE SITE. ALL FIRE
C011�',Y�1„t;sRCtal L DIS.\P'TENVA r
EMERGENCY AND CHASTING ING FIRE EGRESS SHARE TO BE EQUIPED WITH EXIT SIGNS AND/OR
NOTE, AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS WITH
SEPERATE DOCUMENTATION.
SPACEf. TYPE •D'• EXPANSION DIST N CURB •GUTTER NDA AL NOTEa
RADIUS O ',4118',. DISTANCE DP 40-V COFtl No AT ALL SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
jOIRADIUS POf,TS,P.T:•,AND P.C.•s. TYPE •B" CONTRACTION TYPE "O" EXPANSION INTS IN CURB d CUTTER
DISTANCE
N CURB 6 GUTTER SHALL 8E SPACED AT A MAx.11fAt _ SHALL BE SPACED AT A �AAXnauN POUTS. or EXISTING UTILITIES ARE LOCATED AND VARIFIED IN FIELD THEY WILL BE INCLUDED IN
DBfAMCE Or f0'MART 4D' APART AND AT AL RAMS PON73, P.T: 4 AM ,
2. PPE CXTENOEO 1-4- FROM ROC TO BE COYEREO WITH FABRIC P.C: S. TYPE "ET• CONTRACTION JOINTS IN CURB 4. THE AS -BUILT DRAWING PROVIDED TO CITY OF COLLEGE STATION UPON PROJECT
AND OED 1N RACE CUTTER SMALL BE SPACED AT A MAXWtAt TERMINATION.
DISTANCE OF IW APART.
all 24--- 1 241• 100—YEAR FLOODPLAIN IS OUTSIDE THEPROPERTY LINE BOUNDARIES SFE FEMA FIRM
Vel"R I - \ I/4••R 6- ts- MAP#48041CO143C
MN z- .4 0- -- THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF WAYS
�'• F slop v4-
— r _R- _� 17„ -3T �� 1., vA"• 5 OF UNIVERSITY DR. AND PATRICIA ST. SERVE AS FIRE ACCESS.
�L • �i
BUILIDNG SQUARE FOOTAGES:
�• �. y s^ •2" _j EXISTING 2 -STORY BLDG: 4500 SOFT
• =•4 eras . • -»4 BARS �- — —j PROPOSED DECK: 3225 SOFT
e - !A4" x 18" SMOOTH PROPOSED 2 -STORY STAGE BLDG: 640 SQFT
0 =3R" X IV SMOOTn ExP/WB10N DOWELS 3.. -
EXPANSfON DOtYELs - BUILDABLE AREA: 8074 SQFT
ZAPICAL CU BINED FLOOR TO AREA RATIO: 1.04:1
TI'PICAL WI,I;PHC?LF. CLiRB S ARE TO
1 r T PROPOSED BIKERACK, LIVE OA
URB & GU 1 PEk SE ION MEET THE REQUIREMENITS'_ S RTHSIN THE UNIFIED CDEVELOPMENT R
CORDNANCE,
S"T1-D5 Srj`I_01 AND THE SITE DESIGN STANDARDS FOR NORTHGATE, SEE ALL APPLICABLE DETAILS AND
REQUIREMENTS IN THE SITE DESIGN STANDARDS MANUAL; MAY 2006 EDITION.
THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5' UTILITY EASEMENT ALONG THE
= BACK OF THE PROPERTY EDGE ADJOINING PATRICIA STREET.
IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM BREAKER,
REDUCED PRESSURE PRINCIPAL BACK FLOW DEVISE, OR A DOUBLE-CHECK BACK FLOW
DEVISE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE 2394.
200 UNIVERSITY DRIVE, LLC BRICK PAVERS FOR THE SIDEWALK AREAS ARE TO BE PLACED IN THE RUNNER BOND
LOT 2, BLOCK 8 r' PATTERN, AND FOLLOW THE SITE DESIGN STANDARDS IN QUALITY AND COLOR.
BOYETT SUBDIVISION EXISTING C R
VOLUME 101, PAGE 205 & GUTTER ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM
ZONED NG -1, VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY
--
(ROW) -OR RESIDENTIAL DISTRICT WITHIN -I50'_,OF THE SUBJECT ._LOT, ;,MEASURED FROM
A POINT FIVE FEET ABOVE GRADE --SUCH SCREENING SHALL BE COORDINATED WITH
_ THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
S '
A8�°,
Ste.
EXISTING 10 j NOTES
F BUILDING 1. 40EWALK PLACEAENT SHALL BE IN ACCORDANCE WITH BICS LNFED DESIGN GIl1OELNES.
.7SET BACK LINE
EXISTING SCHOTZI'S °�� 2, FW!LICHT BROOM FINISH. JOINTS To BE TOOLED 1" DEEP AT AN NTERvAL EOI14 TD THE SIDEWALX NIR EXPANSION JONTS
SPORTS BAR 2—STORY r 0 401C„CONTRACTX)N ARTS 0 41C,
BUILDING WITH 4500 3, DOWEL N AN) TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK 1DRIUEWAY,NLEt BDX,CORB,JINCTIDN BOX,ETC.)
SQFT, NO 4
IMPROVEMENTS IMPROVEEXISTING WITH 13 117” BARS 0 TR" OC. OR 14 X ii" BARS 0 16, QC.
IMPR),
PROPOSED TO XISTING METER 4, CNACTION+ COBPACIED MORAN VAIER* CNPACIEO TO A DENSITY AT LEAST 987 OF NAMANO DRY DENSITY AS
EXISTING BUILDING 200 UNIVERSITY DRIVE, LLC PLANTERS PARALLEL OETEMED BY PROCTOR COWACTION TEST ASTM D698 (STANDARD) AND SHNA BE 0.4X WET OF THE OPIM MOISTURE CONTENT
0.2023 ACRES TO REMAIN PARKING 5, A 04tN CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND AOA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK,
VOL. 6882, PG. 163 j
ZONED: NG -1 �
Bkyde Racist Sup- CYd*.p5 model /2175 by Cdumbia Crsda or t tina{a,R
0 wbjed to epp,oaal b, tlm Admin'"tral r. Sm P Wm below.
SC,F�OTLITS
STAY DAR NIVERSITY DR+* f
_g \O I ROW LINE
PROPOSED 4"
CALIPER TREES WITH
TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS AND PROPOSED
BENCH, SEE DETAILS
EXISTING
ASPHALT AREA
EXISTING LAY—DOWN
TYPE CURB
vOF
. oil � a es
—mm—--mmmm-"
.=== 'o
RNes r El°► .MM.=Mmmmmm
r •
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.����f��f�� ART MWAmmmmmmmm 11.121
am
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IT WISEMAN=
ter.
CURB & GUTTER
SEE ST1-01 DETAIL
`PROPOSED VARIABLE
EXISTING CURB WIDTH SIDEWALK WITH
& GUTTER SELECTED PAVERS
itreet Tree Soil: CU -Structural Soil' by Amereq, Inc., or equivalent subject to
approval by the Administrator, Structural soil is an urban tree mix that can safely
support pavements and sidewalks and is designed to provide ample rooting area for
pQ street trees, decreasing tree mortality and sidewalk failure.
"ree Grates: Parkway Collection Model # R -8738 -AI by Neenah Foundry Company,
or equivalent subject to approval by the Administrator. See picture below.
60" square with 16" diameter expandable
tree opening. Bolted light opening grates
�0;1 (8 -1/4"x17 -1(8"x5-3/8") for use with or
6�k"/g4 gay; without sub -grate lighting.
Tree grates and frames shall be of cast
"f pp .. iron. Gray Iron castings shall conform to
Y, ``•� AOki 4iCo, �� NI
A.S,T,M, A-48, Class 35 or better,
• _-
30 40 FEET
. ♦ ...,. ♦ 1
/
•
s
Ilk
•
•
•
I •
NORTH r
EXISTING PAY
PARKING
LOT
PROPOSED COMMERCIAL
DRIVEWAY WITH 8'
SIDEWALK, SEE ST2-03
& STD. DETAILS
EDGE OF—� PROPOSED
3' CALIPER WITH
R.O.W. TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS, SEE DETAILS
5.
EXISTING CURB—
& GUTTER
EXISTING
GUTTER
PROPOSED/
SCHOTZI'S BENCH
PROPERTY LINE (SEE DETAIL)
PROPOSED
PATRICIA STS` CONCRETE STAIRS
ROW LINE SEE SHEET Al
"-410 EXISTING
SIDEWALK
EXISTING TRASH PICKUP,
DUMPSTER AREA
TO REMAIN
11010 NOW
roil • • • ' • • • •
\l70t•\--•-VR.I • a
v --r
v-►
SECTION OF \\\
7.5' WOOD
FENCE
3\
UPSTAIRS PORTION OF THE
GREEN ROOM WILL NOT BE FOR
PUBLIC USE, AND NOTICE WILL
BE POSTED RESTRICTING ACCESS
EXISTING FIRE HYDRANT
_
IS LOCATED __ON, THE NORTH-WEST
CORNER OF CHURCH ST.-
AN D EXISTING - 7-
.5
FENCE
BOYETT ST., LOCATED Woo REMAIN
APPROXIMATELY 280' FROM THE
PROPOSED STAGE STRUCTURE, THREE (3) ADDITIONAL
RE
SEE VICINITY MAP BELOW FIAREETO BEIADDED
0 EXISTING TO SITE GROUNDS:
SIDEWALK EXISTING1 AT BAR
1 AT PROPOSEDSTAGE
& 1 NEAR ENTRANCE
ON UNIVERSITY
Sidewalk Benches: Steelsites Series model 'RB -23 (6 -foot) by Victor Stanley Inc.,
or equivalent, subject to approval by the Administrator.
114 x 1-1/2 (6.4 x 38.1mn1) steel seat
members.
Finished end sections are 1/2 x 2 (12.7 x
50,8 rnm) solid steel bar, welded and
ground.
I-linimum six foot (6) length
Electrostatically powder -coated with
polyester powder coatings.
A: 206 University Dr; Coitega fttion, TX 77840.1262
MAPBUCS. .�R, o�wm.
4.
XISTING FIRE
'P,I HYDRANT ON
y 'i �P re3 • . NORTH-EAST
CORNER OF
CHURCH ST. &
/' P BOYETT ST.,
'! ., APPROX. 280'
Te' SOUTH-WEST
CORNER OF
'� 7 EXISTING FENCE
ROPERTY
4•
LOCATION
MATCH E OF EXISTING TYPE 'C" EXP,.0601" JOINT'
nzr,LJT'ER' E;E,F,V-T1r k1EV,fii
17
1J$TWC CURIA & Cuttlf;tl
TO L+[ RE 10VEO 4t ,
1 Ie
EXISTING PVMT- �r3t+ M
1 I1/ � 1i'• " MAIt1TAl4
_ -
1 -, CRO "9.5 'SLOPE
Ey.151tIT8 E;Aa�- � "� _T,
Ur -I ORWEL1 IN F3Frt ( yNtWAY APRON SHALL, di
"t4 K la" O,C, t d28'1TAY CONCRETE
FOk TYING NpYi' SFRkNG3H , 2160D Il.11'!i'f•4
CONCRETE TO EXISTINC OA r5 n t+3 0 C.E,'.N. &V -HAL T :1t5E 11 dax
CBNCI&IE PAV411VE:NT A -`,k0 .5 V1/O CC'ukN k
ONLY SkfA i 6E ALL.01dLL! idN Oi s N
Diff:'HED STREET 5-iGTIDN5 SAS Crir
0s1LY,
r
• • p 1a
XISTING I PUBLIC
204
EXISTING 7.5'
R8VMQW
UTILITY EASEMENT,
_ _ _ >:titkrY;RiY I.rNE
WOOD FENCE
PROPERTY ADDRESS
205 UNIVERSITY DR.
VOL 7642, PG iI
AMN...
ABLm1//kRY�pp
�
twouP,LEC
-.""Oei
. _
-
SCHOTZI'S
COLLEGE STATION, TX 77840
LEGAL DESCRIPTION:
200 UNIVERSITY DRIVE. TRACT
Ta - 3/4" X 1B" SMOOTH �;..- _, s.. _,
PROPERTY
LINE
BOD LIVIVBRSITYDR
GUTTER D ATRA
JOINTS N CURB 6 GUTTER SHALL BE SPACED AT R MAXWIR.1
• . -
Wimmnu
SHALL BE SPACED AT A MAXIMUM DISTANCE Of
XISTING 10' WIDE
SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
CONCRETE
AREA FOR
--'---
M
DISTANCE OF 1/'!PART
FIRE EXIT
40'APART AND AT ALL RADIUS POINTS, P.T.-S. AND
AND SERVE AS PUBLIC
ROPOSED ADA
WEWONBROWN
FiVGIIVBBRING, LC
ults>•astsATB,/177
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PJWBBROWN
(979) 4D2 --14x8
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I c�a115;<ry Jrttal' SA' t OE r<EUCVaD • kcPLAcE Srrt ET
,e
SIJZrACGiG .6.5 `•CE,.e:O
1 -I• ), I
\PRAMP
WITH RAIL,
P.C: S. TYPE "8'• CONTRACTION JOINTS IN CURB k
BE AT A MAXIMUMTERMINATION,
GUTTDISTANCE
DIMIR�
SEE SH�ET AT
W.C. BOYETT ESTATE
MAAMmt1
NII—I:wI-------\--T�\—L
IWIM.101
I
BOYETT SUBDIVISION
AM
M26&2WO
VOLUME 101, PACE 205
rte—
-------•,---••
-------r , �---�-
100 -YEAR FLOODPLAIN IS OUTSIDE PROPERTY LINE BOUNDARIES, SEE FEMA
ZONED NG -1
�—
IMW
-----�
��
ROPOSED 4' WIDE
r..-■.-------�•
----�kl
10,
FIRE EXIT, TO
r----------�SERVE
AS PUBLIC
ENTRANCE WTIH ADA
11010 NOW
roil • • • ' • • • •
\l70t•\--•-VR.I • a
v --r
v-►
SECTION OF \\\
7.5' WOOD
FENCE
3\
UPSTAIRS PORTION OF THE
GREEN ROOM WILL NOT BE FOR
PUBLIC USE, AND NOTICE WILL
BE POSTED RESTRICTING ACCESS
EXISTING FIRE HYDRANT
_
IS LOCATED __ON, THE NORTH-WEST
CORNER OF CHURCH ST.-
AN D EXISTING - 7-
.5
FENCE
BOYETT ST., LOCATED Woo REMAIN
APPROXIMATELY 280' FROM THE
PROPOSED STAGE STRUCTURE, THREE (3) ADDITIONAL
RE
SEE VICINITY MAP BELOW FIAREETO BEIADDED
0 EXISTING TO SITE GROUNDS:
SIDEWALK EXISTING1 AT BAR
1 AT PROPOSEDSTAGE
& 1 NEAR ENTRANCE
ON UNIVERSITY
Sidewalk Benches: Steelsites Series model 'RB -23 (6 -foot) by Victor Stanley Inc.,
or equivalent, subject to approval by the Administrator.
114 x 1-1/2 (6.4 x 38.1mn1) steel seat
members.
Finished end sections are 1/2 x 2 (12.7 x
50,8 rnm) solid steel bar, welded and
ground.
I-linimum six foot (6) length
Electrostatically powder -coated with
polyester powder coatings.
A: 206 University Dr; Coitega fttion, TX 77840.1262
MAPBUCS. .�R, o�wm.
4.
XISTING FIRE
'P,I HYDRANT ON
y 'i �P re3 • . NORTH-EAST
CORNER OF
CHURCH ST. &
/' P BOYETT ST.,
'! ., APPROX. 280'
Te' SOUTH-WEST
CORNER OF
'� 7 EXISTING FENCE
ROPERTY
4•
LOCATION
MATCH E OF EXISTING TYPE 'C" EXP,.0601" JOINT'
nzr,LJT'ER' E;E,F,V-T1r k1EV,fii
17
1J$TWC CURIA & Cuttlf;tl
TO L+[ RE 10VEO 4t ,
1 Ie
EXISTING PVMT- �r3t+ M
1 I1/ � 1i'• " MAIt1TAl4
_ -
1 -, CRO "9.5 'SLOPE
Ey.151tIT8 E;Aa�- � "� _T,
Ur -I ORWEL1 IN F3Frt ( yNtWAY APRON SHALL, di
"t4 K la" O,C, t d28'1TAY CONCRETE
FOk TYING NpYi' SFRkNG3H , 2160D Il.11'!i'f•4
CONCRETE TO EXISTINC OA r5 n t+3 0 C.E,'.N. &V -HAL T :1t5E 11 dax
CBNCI&IE PAV411VE:NT A -`,k0 .5 V1/O CC'ukN k
ONLY SkfA i 6E ALL.01dLL! idN Oi s N
Diff:'HED STREET 5-iGTIDN5 SAS Crir
0s1LY,
r
• • p 1a
:_VEL WOOD DECK
IMENSIONED AS
M
M. MOORE PROPERTIES, LTD.
CALLED LOTS 16 THRU 19
VOL. 6568, PG. 102
ZONED: NG -1
SERVICE
A
7YPC "G" EXPAN510% JOINT
' ~
VOL. 101, PG.
204
EXISTING 7.5'
R8VMQW
ZONED: NG -1
_ _ _ >:titkrY;RiY I.rNE
WOOD FENCE
PROPERTY ADDRESS
205 UNIVERSITY DR.
EXISTING 2 -STORY BLDG: 4500 SOFT
TO REMAIN
ABLm1//kRY�pp
�
twouP,LEC
SPACED AT A MAXIMUN DISTANCE OF 40' APART AND AT ALL
JOINTS FONTS, P., P.C's. TYPE "B" TIONMA)M
Alih 5
t R BURN Luka 10 HAVL
1 7" A. ROLL r.vc 3vti31Ev4
SCHOTZI'S
COLLEGE STATION, TX 77840
LEGAL DESCRIPTION:
200 UNIVERSITY DRIVE. TRACT
Ta - 3/4" X 1B" SMOOTH �;..- _, s.. _,
PROPERTY
LINE
BOD LIVIVBRSITYDR
GUTTER D ATRA
JOINTS N CURB 6 GUTTER SHALL BE SPACED AT R MAXWIR.1
PROPOSED—
SHALL BE SPACED AT A MAXIMUM DISTANCE Of
XISTING 10' WIDE
SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
CONCRETE
AREA FOR
'T
FIRE EXIT TO REMAIN
DISTANCE OF 1/'!PART
FIRE EXIT
40'APART AND AT ALL RADIUS POINTS, P.T.-S. AND
AND SERVE AS PUBLIC
EXISTING UTILITIES ARE LOCATED AND VARIFIED IN FIELD, THEY WILL BE INCLUDED IN
WEWONBROWN
FiVGIIVBBRING, LC
ults>•astsATB,/177
��Aun=
PJWBBROWN
(979) 4D2 --14x8
AfirhT-! EXTSTIgG C;1RO k i�uTTCR TJ
I c�a115;<ry Jrttal' SA' t OE r<EUCVaD • kcPLAcE Srrt ET
,e
SIJZrACGiG .6.5 `•CE,.e:O
1 -I• ), I
ENTRANCE
2. PPE CXTENCED 1"-2" FROM BOC TO BE COVERED WITH FABRIC
ANO TIED IN PLACC
P.C: S. TYPE "8'• CONTRACTION JOINTS IN CURB k
BE AT A MAXIMUMTERMINATION,
GUTTDISTANCE
THE AS -BUILT DRAWING PROVIDED TO CITY OF COLLEGE STATION UPON PROJECT
77840
:_VEL WOOD DECK
IMENSIONED AS
M
M. MOORE PROPERTIES, LTD.
CALLED LOTS 16 THRU 19
VOL. 6568, PG. 102
ZONED: NG -1
SERVICE
A
7YPC "G" EXPAN510% JOINT
' ~
SITE PLAN FOR:
PROPOSED OUTDOOR IMPROVEMENTS TO THE ENCLOSED GROUNDS OF SCHOTZI'S
SPORTS BAR
9/15/08
R8VMQW
_ _ _ >:titkrY;RiY I.rNE
1. TYPE "0" EXPANSION JOINTS IN CURB Or GUTTER BALL BE
PROPERTY ADDRESS
205 UNIVERSITY DR.
EXISTING 2 -STORY BLDG: 4500 SOFT
SEPERATE DOCUMENTATION.
ABLm1//kRY�pp
�
twouP,LEC
SPACED AT A MAXIMUN DISTANCE OF 40' APART AND AT ALL
JOINTS FONTS, P., P.C's. TYPE "B" TIONMA)M
Alih 5
t R BURN Luka 10 HAVL
1 7" A. ROLL r.vc 3vti31Ev4
NOTE.
TYPE "G" EXPANSION JOINTS IN CURB k CUTTER
COLLEGE STATION, TX 77840
LEGAL DESCRIPTION:
200 UNIVERSITY DRIVE. TRACT
Ta - 3/4" X 1B" SMOOTH �;..- _, s.. _,
PROPOSED 2 -STORY STAGE BLDG: 640 SOFT
BOD LIVIVBRSITYDR
GUTTER D ATRA
JOINTS N CURB 6 GUTTER SHALL BE SPACED AT R MAXWIR.1
-
SHALL BE SPACED AT A MAXIMUM DISTANCE Of
AT RADIUS E,WNT
rtPi; "17" AAMULAWRY RAW
I
�11LMLVE CURD �r`'��gtaGIT1<�'INAL ! � c,
I ChDAU R,UB= t4+ JOINT / DFC > t,2 WAX
r _ _ _ _ _ _ _ _ _ _ ✓
"' i 5 -
------------ �
—7 __ - - --
----- \ NF..AT
" -t t,'AA, Lut
'
SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
BLOCK 8 - W.C.BOYETT ESILE PARTITION
J.E. SCOTT LEAGUE A-50
Co F.
� LEC_ STATION, BRAZOS COUNTY, TEXAS
REFERENCE FOR THE SITE PLAN IS THE LAND TITLE SURVEY PLAT BY KERR
SURVEYING, CO OF COLLEGE STATION, TEXAS, REVISED PLAT DATED 01-04-99; AND A
5' EASEMENT BY SEPERATE INSTRUMENT BY JOE ORR, INC, SURVEYORS & ENGINEERS
DATED MAY 2006.
IMPROVEMENTS TO THE SITE INCLUDE A WOOD DECK COVERING THE EXISTING ASPHALT
PAVEMENT AND STREETSCAPE IMPROVEMENTS AS SHOWN ON THIS DRAWING, AND A
2 -STORY BUILDING TO SERVE AS AN ENTERTAINMENT STAGE AS SHOWN ON SHEET Al.
THE ENTIRE DECK AREA IS PROPOSED TO BE SPRAYED WITH A FIRE RETARDANT
SEALER. FIRE EXITS WITH OUTWARD SWINGING DOORS WITH STANDARD FIRE EXIT
HARDWARE FOR T HE OUTDOOR AREA ARE TO REMAIN THE SAME AS SHOWN WITH THE
ADDITION OF ONE FIRE EXIT AT THE NORTH-EAST CORNER OF THE SITE. -ALL FIRE
PROPOSED AND EXISTING FIRE EXITS ARE TO BE EQUIPED WITH EXIT SIGNS AND/OR
EMERGENCY LIGHTING WITH EGRESS HARDWARE.
'T
EAST SEM 101A
DISTANCE OF 1/'!PART
40'APART AND AT ALL RADIUS POINTS, P.T.-S. AND
-
EXISTING UTILITIES ARE LOCATED AND VARIFIED IN FIELD, THEY WILL BE INCLUDED IN
WEWONBROWN
FiVGIIVBBRING, LC
ults>•astsATB,/177
��Aun=
PJWBBROWN
(979) 4D2 --14x8
AfirhT-! EXTSTIgG C;1RO k i�uTTCR TJ
I c�a115;<ry Jrttal' SA' t OE r<EUCVaD • kcPLAcE Srrt ET
,e
SIJZrACGiG .6.5 `•CE,.e:O
1 -I• ), I
PR 0 tmL
200VA7VBRSITY
DRrM LLC
2. PPE CXTENCED 1"-2" FROM BOC TO BE COVERED WITH FABRIC
ANO TIED IN PLACC
NOTE,
I ,, 1 y__I'4� 6"
AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS WITH
M--0LDJL9 GWDW01r
1. TYPE "0" EXPANSION JOINTS IN CURB Or GUTTER BALL BE
EXISTING 2 -STORY BLDG: 4500 SOFT
SEPERATE DOCUMENTATION.
• —~4 BARS- - , -
twouP,LEC
SPACED AT A MAXIMUN DISTANCE OF 40' APART AND AT ALL
JOINTS FONTS, P., P.C's. TYPE "B" TIONMA)M
NOTE.
TYPE "G" EXPANSION JOINTS IN CURB k CUTTER
Ta - 3/4" X 1B" SMOOTH �;..- _, s.. _,
PROPOSED 2 -STORY STAGE BLDG: 640 SOFT
BOD LIVIVBRSITYDR
GUTTER D ATRA
JOINTS N CURB 6 GUTTER SHALL BE SPACED AT R MAXWIR.1
-
SHALL BE SPACED AT A MAXIMUM DISTANCE Of
SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING ACTIVITIES, ONCE
'T
EAST SEM 101A
DISTANCE OF 1/'!PART
40'APART AND AT ALL RADIUS POINTS, P.T.-S. AND
-
EXISTING UTILITIES ARE LOCATED AND VARIFIED IN FIELD, THEY WILL BE INCLUDED IN
COLL8r3SSTATTON, TX
2. PPE CXTENCED 1"-2" FROM BOC TO BE COVERED WITH FABRIC
ANO TIED IN PLACC
P.C: S. TYPE "8'• CONTRACTION JOINTS IN CURB k
BE AT A MAXIMUMTERMINATION,
GUTTDISTANCE
THE AS -BUILT DRAWING PROVIDED TO CITY OF COLLEGE STATION UPON PROJECT
77840
OF 10' APART.
M26&2WO
24
100 -YEAR FLOODPLAIN IS OUTSIDE PROPERTY LINE BOUNDARIES, SEE FEMA
-THE, FIRM
�\ 6 15 —, M8Eg4804lCO143�
woBti ..
THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF WAYS
va'R-;-, g- OF UNIVERSITY DR. AND PATRICIA ST. SERVE AS FIRE ACCESS.
72_ 3 ... y T___......_.
3- 3„ m a• B4 a S!4"
I ,, 1 y__I'4� 6"
BUILIDNG SQUARE FOOTAGES:
„ z s" 3^ s^ •�.. -1
EXISTING 2 -STORY BLDG: 4500 SOFT
4 >•4 BARS - s"�:-
• —~4 BARS- - , -
PROPOSED DECK: 3225 SOFT
B .3l4•' X IB'• Smooth
Ta - 3/4" X 1B" SMOOTH �;..- _, s.. _,
PROPOSED 2 -STORY STAGE BLDG: 640 SOFT
EXPANSION DOWELS
EXPANSION DOWELS
BUILDABLE AREA: 8074 SOFT
'T
TYPICAL C 0114BINLD
FLOOR TO AREA RATIO: 1.04:1
TICAL WEI:PIIC)LC Ct 7 RB
7 T
GI_I1�13 cX Gt.)1 1,LR �LCl ION PROPOSED BIKERACK, LIVE OAK TREES, SIDEWALKS AND CURB & GUTTERS ARE TO
MEET THE REQUIREMENTS AS SET FORTH IN THE UNIFIED DEVELOPMENT ORDINANCE,
7STIM0.5 S'T T_()1 AND THE SITE DESIGN STANDARDS FOR NORTHGATE, SEE ALL APPLICABLE DETAILS AND
REQUIREMENTS IN THE SITE DESIGN STANDARDS MANUAL; MAY 2006 EDITION.
THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5' UTILITY EASEMENT ALONG THE
BACK OF THE PROPERTY EDGE ADJOINING PATRICIA STREET.
IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM BREAKER, O
REDUCED PRESSURE PRINCIPAL BACK FLOW DEVISE, OR A DOUBLE-CHECK BACK FLOW
�Ff L1 i Lr r1 DEVISE, AND INSTALLED AND TESTED AS PER CITY ORDINANCE 2394.
i 200 UNIVERSITY DRIVE, LLC d - 1�t E BRICK PAVERS FOR THE SIDEWALK AREAS ARE TO BE PLACED IN THE RUNNER BOND
LOT 2, BLOCK 8 �: PATTERN, AND FOLLOW THE SITE DESIGN STANDARDS IN QUALITY AND COLOR.
_ ._BOYETT-SUBDIVISIONEXISTING_.CUR t' i
I , ,
VOLUME 101, PAGE 205.- & GUTTER a 1 AEL 1260E"AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM
ZONED NG -1 VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY
EXISTING STAIR REGRESS S
FROM SECOND FLOOR
Oso
,A
EXISTING-
10' WIDE FIRE EXIT
-TO REMAIN AND SERVE
AS PUBLIC ENTRANCE
EXISTING 7.5'
WOOD FENCE
TO REMAIN
'PSANp V4TO
JOINTS
:RETE SIDEWALK
• Y
M.,AXXt. SAND LAYING, COURSE
P"GGRPlIAM
PMATEfflAL
LSIDI,W. I—K PAVER SECTION
EXISTING SCHOTZI'S Off/
SPORTS BAR 2 -STORY
BUILDING WITH 4500
SQFT, NO
IMPROVEMENTS
PROPOSED TO
EXISTING BUILDING 200 UNIVERSITY DRIVE, LLC
0.2023 ACRES
VOL. 6882, PG. 163
ZONED: NG -1
Ali✓l/�.y3.t�AplyB�/•Ly.7R
SFO
PROPOSED 4
CALIPER TREES WITH
TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS AND PROPOSED
BENCH, SEE DETAILS
EXISTING LAY -DOWN
TYPE CURB
HALT
(ROW) OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUNJECT LOT, MEASURED FROM
A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH
THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE, W
EXISTING 10' ",J�` '- t r la _ NOiEs<
BUILDING dF: 1, SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH D/CS LNFED DESIGN GUIDELINES.
SETBACK LINE sV
- - 2. FINISH: LIGHT BROOIJ FLASH. JOINTS TO BE TOOLED V DEEP AT AN INTERVAL EQUAL TO THE SUWkK WIDIK EMPMWN JOINTS O
0 40'04JONTRACIION JOINTS 0 4'04.
3, DOWEL N AW HE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, DEET BOX, CURB, JUNCTION BOX, ETC.)
EXISTING 41H r3 T 12" BARS 0 12" D.C. OR 14 112" OARS 0 IV OC,
XISTING ,w -; ' t' ' r - , ' ,' METER A, CGPACTION: COUPACIED SLBCRADE MATERIAL CDMPACiED 10 A CENS11Y AT LEAST 98r. OF NAxNUN DRY DENSITY AS
PLANTERS r.i' �; c PARALLEL OETERW ED BY PROCTOR COWACTION TEST AS1N 0698 (STAt0ARO) ANO SHALL BE 0.4% WET Of THE OPTNtN MOISTURE CONTENT
TO REMAIN " ' r ' , r i > > - PARKING 9, A MIiUNI>MI CLEAR PEDESTRIAN WOTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDEO FDR ENTIRE LENGTH Or SIDEWALK,
SEE DE1 AIC Z
,1^
h
■. MIT
Fj
-► �—�)
/--(♦
■MINIM IM IMMI —. III (
UNIVERSITY DR
ROW LINE
`-EXISTING SIDEWALK
TO REMAIN L�
5 UnivP,t-s� or
s �
ai
s
?\o
PERMIT >k re,w wL eXi Set)
Nti7TX[)OT '• oC5Q4�m.FA' r>o�-e.
>OES t507 �z,
THEN A ' ' �N
SHOULD V-
< �\
ONG WITH ��,• �V
E IT FOR .<� O .
3M,TO CUR'.
ER
SEES T1 01�DETAIL
�HHUPOSED VARIABLE
EXISTING CURB WIDTH SIDEWALK WITH
& GUTTER SELECTED PAVERS
B'uydo Rxk-: S.P.r Cydw, m.J,l 02:75 by Cblumbl. CA". a pvrvilorR
wb;.d t..PPmr.1 by,h. Admi.iwm,r. 5e. d,h,m W..
Street Tree Soil: (1-Structuril C,Oil"
tt
b/
Amereq, Inc., nr equi+:alNnt subject to
approval by the Administrator, Structural soil is an urban tree mix that can safely
support pavements and sidewalks and is designed to provide ample rooting area for
street trees, decreasing tree moi talit/ and sidetv'alk failure.
Tree Grates: Parkway Collection Model ;Y R -3733 -AS by Neenah Foundry Company,
or equivalent subject to approval by the Administrator. See picture below.
60" square with 16" cliametei expandable
1 tree opening. Bolted light opening grates
(3 1/4"x17 1(L,'x5 for use With or
iI`V4
without 5L11) -grate Ilghtltig.
Tree arateS and fraines shall be of cast
.w iron. Gray Iron castings shall Conform t0
,.,
;{ A.S.T,D1. A -4U, Class 35 or better,
10 0 10 20
17= vin IiinI _..
b 11,17777771—
SCALE: 1"=10 Feet
qh pv ew qu � I
lk`v 11ai lob
4:$]
FEET
205Urtivior. iorDr.
tarpOBrb7t dw, 7X 77840
(M) 777-6646 - Ce y
(974)26&2080 -Akm
6
bJy
b
\ GAP �-•
NORTH s� e
r
i
/ d'
--NO EXISTING
SIDEWALK
EXISTING PAY
PARKING LOT l 3'0 XISTING 5' PUBLIC
UTILITY EASEMENT,
PROPOSED COMMERCIAL S, VOL 7642, PG 242
�
DRIVEWAY WITH 8'
SIDEWALK, SEE ST2-03�
& STD. DETAILS
Z
3" CALIPER WITH
TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE
SYSTEMS, SEE DETAILS
CURUTTER
GUTTER
SCHOTZI'S—
PROPERTY LINE
EDGE OF
R.O.W.
BENCH
(SEE DETAIL)
f
PROPOSED
CONCRETE STAIRS
SEE SHEET Al
EXISTING
ASPHALT
A
,tiE
SECTION OF
7.5' WOOD
FENCE
ROPOSED ADA
\ RAMP WITH RAIL,
\ SEE SHEET Al
5E
HIN;
/l R�
�9S
F
PROPOSED 2—STORY
STRUCTURE WITH
STAGE, SEE SHEET Al
� 1020 " .
EXISTING FIRE HYDRANT
IS LOCATED ON THE NORTH-WEST
CORNER OF CHURCH ST. AND
BOYETT ST. LOCATED
APPROXIMATELY 280' FROM THE WOODNFENCE
PROPOSED STAGE STRUCTURE, TO REMAIN
SEE VICINITY MAP BELOW
NO EXISTING
SIDEWALK
JSiclevvalk [tenches: Steelsites Series model "RB -28 (6 -root) by Victor Stanley Inc.,
or equivalent, subject to approval by the Administrator.
1/4 x 1-1/2 (64 x 38,1mm) steel seat
members.
Ii-
Finished end sections are 1/2 x 2 (12.7 x
50,8 mm) solid steel bar, welded and ..
ground.
-.
+ ) Minimum six foot (6) length
T
It
Electrostatically powder -coated with
polyester powder coatings.
EXISTING
FIRE
HYDRANT
ON
NORTH—EAST
CORNER
OF
CHURCH
ST. &
BOYETT ST.,
APPROX.
280'
SOUTH—WEST
CORNER
OF
EXISTING
FENCE
`PROPERTY
LOCATION
EXISTING TRASH PICKUP,
DUMPSTER AREA
TO REMAIN
W.C. BOYETT ESTATE
LOT 14, BLOCK 8
BOYETT SUBDIVISION
VOLUME 101, PAGE 205
ZONED NG -1
PROPOSED 4' WIDE
FIRE EXIT, ALSO TO
SERVE AS PUBLIC
ENTRANCE WTIH ADA
RAMP
/----EXISTING 7.5'
WOOD FENCE
TO REMAIN
I
=VEL WOOD DECK
IMENSIONED AS
HOWN
EXISTING—
BAR TO BE
PROVIDED
WITH FIRE
EXTINGUISHER
M. MOORE PROPERTIES, LTD.
CALLED LOTS 16 THRU 19
VOL. 6568, PG. 102
ZONED: NG -1
J L �I ih,
LJ
SITE PLAN FOR:
MATCH E OF EXISTING TYPE `DF' E91146C4 JOINT. A PROPOSED OUTDOOR IMPROVEMENTS TO THE ENCLOSED GROUNDS OF
C�,iT'LER ELFU,=TLC EI,Ev,+3• _,,,1 TYPE "C" ExvAA151ON JOINT SCHOTZI'S SPORTS BAR
EXISTING CURES & OUTTEta _ _ _ PkL+PE'RTY ZINC PROPERTY ADDRESS:
TO BE REMOVED �
I I — 205 UNIVERSITY DR.
EXISTING PVMT. -" a -" COLLEGE STATION, TX 77840
M ILIFOI! CLAN 70 HAVE
CROSS SLOPE MAINTAIN 1� MAXI A�ROLL FACIE 01MINIS101'6
LEGAL DESCRIPTION:
AT RADIUS FORT. 200 UNIVERSITY DRIVE, LLC TRACT
i TYPQ "0 AMDULATORY RAMP BLOCK 8 — W.C.BOYETT ESTATE PARTITION
EXISTING BABE t�F>yRltFb YIE fiAFt ORMWAY .APRON 94&L BE 25, A' AEUOVE CURS I ,��ggN�TwlgdL SLOPE gQ MAX. J.E. SCOTT LEAGUE A-
114 N 1e., OC Twu RAM ►'r JONT COLLEGE STATION, BRAZOS COUNTY, TEXAS
NEW
TYING NEti" (28 -DAY CONCRETE _ _ _ _ _ _ _ _ i
STf9N01H , 3000 pl)Wp't4--n---- ------ REFERENCE FOR THE SITE PLAN IS THE LAND TITLE SURVEY PLAT BY KERR
C014CREETE TO EXISTING DAIS 0 W' O.C.EAM. ASPHA0 SaWALK Nr do I
CONCKTE PAVD4NY Ar 1t W10 CURB L Oul TER SURVEYING, CO OF COLLEGE STATION, TEXAS, REVISED PLAT DATED
ONLY SHALL DE ALLOWED ON 0KN _T NEAT 01-04-99; AND A 5' EASEMENT BY SEPERATE INSTRUMENT BY JOE ORR, INC,
DITM STREET SECTIONS SA�A,T,OT i SAAV CUT SURVEYORS & ENGINEERS DATED MAY 2006.
• IMPROVEMENTS TO THE SITE INCLUDE A WOOD DECK COVERING THE EXISTING
ASPHALT PAVEMENT AND STREETSCAPE IMPROVEMENTS AS SHOWN ON THIS
t TYPE -V, A tNEAi EMTNG CIAO b GUTTER TO DRAWING, AND A 2—STORY BUILDING TO SERVE AS AN ENTERTAINMENT STAGE
MANSON PMT SAW CUT BE REWAD ' REPLACE STREET HOWN ON SHEET Al.
�SIWACK AS NEEOED
ENTIRE DECK A(PROPOSED SAYED (TH A I
RE
VYAF} TkTjEYT RETARDANT SEALER. WITH OUTWARD SWINGING DOORS WITH
STANDARD FIRE EXIT HARDWARE FOR THE OUTDOOR AREA ARE TO REMAIN -THE
SAME AS SHOWN WITH THE ADDITION OF ONE FIRE EXIT AT THE NORTH—EAST
CORNER OF THE SITE. ALL FIRE PROPOSED AND EXISTING FIRE EXITS ARE
BOYETT'S RESUBDIVISION
OF ONE ACRE
_ VOL. -101-,--PG.- 204
ZONED: NG -1
SCHOTZI'S /
PROPERTY LINE
PROPOSED
CONCRETE
AREA FOR
FIRE EXIT
/off
EXISTING 10' WIDE
FIRE EXIT TO REMAIN
AND SERVE AS PUBLIC
ENTRANCE
19,
SERVICE
4CIA
u
d
a. XISTING STAIR REGRESS
FROM SECOND FLOOR
N
OTE
`OIN- TO BE EQUIPED WITH EXIT SIGNS AND/OR EMERGENCY LIGHTING WITH EGRESS
1. TYPE -G" EXPANSION JOINTS IN CUID ° GUTTER SMALL BE NOIEz
SPACCO AT A MAXNMUN DISTANCE OF 40'APMT AND AT ALL TYPE "11" EXPANSION JOINTS IN CURB 6 GUTTER HARDWARE.
RADIUS POUTS, P.T.'s. MO F.C.-s. TYPE •B` CONTRACTION
JDUTS U CORE 6 GUTTER SHALL BE SPACED AT A MAXXAIM _ SHALL BE SPACED AT A MAW" DISTANCE Or
DISTANCE Or IWAPART AD•APART AND AT ALL RADIUS POINTS, P.T:S AFD
2. PPE EXTENO[0 1"d'• IRON 80C TD BE COVERED WRH FABRIC GUTTER S. TYPE "B•' CONTRACTION JOINTS M CURB 4
AW TIED W RACE GUTTER SHALL ISE SPACED AT A MAXIMW AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS
DISTANCE OF ,D' APART. WITH SEPERATE DOCUMENTATION.
�--
g,.. 24 v4•R - za SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING
v4•R- ACTIVITIES, ONCE EXISTING UTILITIES ARE LOCATED AND VARIFIED-IN "`FIELD,
AIN ,rzX '•";, ,p 6. —'T THEY WILL BE INCLUDED IN THE AS—BUILT DRAWING PROVIDED TO CITY OF
1z' O'0PE .— V4'R..• yam' 'r• 14'R °" COLLEGE STATION UPON PROJECT TERMINATION.
•B3 3 ma• ° (2.
100—YEAR FLOODPLAIN IS OUTSIDE THE PROPERTY LINE BOUNDARIES. SEE
4-a »4 BARS _' s' 3., a" FEMA—FIRM MAP#48041CO143C
• =•4 BMS 3"0 - 3A4" X 113" SMOOTH 3`- t-
0 =514- X IB- SMOOTH EXPANSION DOWELS THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF
EXPANSION DOWELS TYPICAL COMBINED WAYS OF UNIVERSITY DR. AND PATRICIA ST. SERVE AS FIRE ACCESS.
TYPICAL WEEPHOLE CURB YPIC,
r' ' � BUILIDNG SQUARE FOOTAGES•
CL.)IX13 & GU 1 I'IN a %C I I4N EXISTING 2—STORY BLDG: 4500 SOFT
PROPOSED DECK: 3225 SOFT
PROPOSED 2—STORY STAGE BLDG: 1020 SOFT
BUILDABLE AREA: 8074 SOFT
AFLOOR TO AREA RATIO: 1.1:1
it
t- PROPOSED BIKERACK, LIVE OAK TREES, SIDEWALKS AND CURB & GUTTERS
ARE TO MEET THE REQUIREMENTS AS SET FORTH IN THE UNIFIED
DEVELOPMENT ORDINANCE, AND THE SITE DESIGN STANDARDS FOR NORTHGATE,
SEE ALL APPLICABLE DETAILS AND REQUIREMENTS IN THE SITE DESIGN
200 UNIVERSITY DRIVE, LLC STANDARDS MANUAL; MAY 2006 EDITION.
LOT 2, BLOCK 8 EXISTING CUR
BOYETT SUBDIVISION
THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5 UTILITY EASEMENT
VOLUME 10 PAGE 205
& GUTTER
_...__ 1, ALONG THE BACK OF THE PROPERTY EDGE ADJOINING PATRICIA STREET.
ZONED NG -1
S
tt(9u'p.
EXISTING SCHOTZI'S 10 *
SPORTS BAR 2—STORY �''
BUILDING WITH 4500
SOFT, NO
IMPROVEMENTS
PROPOSED TO
EXISTING BUILDING 200 UNIVERSITY DRIVE, L
0.2023 ACRES
VOL. 6882, PG, 163
ZONED: NG -1
SPORMAR
EXISTING----__.
10' WIDE FIRE EXIT
TO REMAIN AND SERVE
AS PUBLIC ENTRANCE
EXISTING 7.5'
WOOD FENCE
TO REMAIN
INTO
IDE WALK
tSiE
P;iV't • 4A -Yl lIkIAL.
SIDEWAI.X 1'NVER SECTION
PROPOSED 4":
CALIPER TREES WITH
TREE GRATES WITH
UNDERGROUND
IRRIGATION AND DRAINAGE 1 '
SYSTEMS, SEE DETAILS
EXISTIN
ASPHALT AREA
EXISTING LAY—DOW
TYPE CURB n(}N
'.'• g
1
1.11KE RACK,
FEE DETAIL ISTING SIDEWALKr:
TO REMAINLI'c�
ap
Street Tree Soil: CU -Structural Soil' by Amereq, Inc., or equivalent subject to
approval by the Administrator. Structural soil is an urban tree mix that can safely
suppolt pavements and sidewalks and is designed to provide ample rooting area for
�N street trees, decreasing tree mortality and sidewalk failure.
< ° Tree Grates: Parkway Collection Model # R -8738 -Ai by Neenah Foundry Company,
O° or equivalent subject to approval by the Administrator. See picture below.
16 �°
60" square with 16" diameter expandable
2 4 1��'aaA tree opening. Bolted light opening grates
ROPOSED C,� `v it e'� (8 -1/4'x17 -118"x5-3/8") for use with or
BENCH �`/ ��'A without sub grate lighting.
7L)ROPOSED
Tree grates and frames shall be of cast
' iron. Gray Iron castings shall conform to
p' 44 A.S,T.M. A-48, Class 35 or better.
�'
CURB & GUTTER Q
SEE ST1-01 DETAIL
ROPOSED 12' 10 O 10 20 30 40 FEET
EXISTING CURB SIDEWALK WITH
& GUTTER SELECTED PAVERS
SCALE: 1"=10 Feet
IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM
BREAKER, REDUCED PRESSURE PRINCIPAL BACK FLOW DEVISE, OR A
DOUBLE—CHECK BACK FLOW DEVISE, AND INSTALLED AND TESTED AS PER
CITY ORDINANCE 2394.
EXISTING 10'E
.rr l :,• v
RIRIC PA\/FRC PIP THF SInrwAl IC APFAC ARF Tr) R17 PI ARFn IN TNF RI INNER
BUILDING
r
SETBACK LINE
>
P�
��-T
V
I, SIDEWALK PI CE�ENr�lli�l BE �I-ACCORDu E N TH 8r65 U EO DES�H-CUOELr�S. -
��
_
2, M: LIN BROW FWA, JONTS TO 81 TOOLED T' DEEP Al AN NTERVA EQUAL TO THE SOEWAIX NII EXPMRAON JOBNTS
U v
a E01C„CONTRACTON JONTS 0 C04,
3. DOWEL N AM IIE TO MY CONCRETE 5TRUCIR ADJACENT TO SOEWU DRIYEWAY,KET OU,CIIRR,JIMCTIDN BDK,ETC,I
XISTING
WITH 13 t 12" OARS 1121 D.C.OR '4 E 11" BMR$ / N3' O.C.
LC PLANTERS
A, COAPACTID4; COMPACTED MAN MATERIAE COMPACTEO TO A DENSITY AT LEAST 98x OF IONIAN! DRY DE49TY AS
TO REMAIN
r
OETEHIKO BY PROCTOR C011PACTbI1 ]EST ASTM 0698(5TAIONiDI Alp SNN.I BE 0.41. WET OF THE OPI UA MOISTURE CONTENT
5, A MMIAAR CLEAR PEDESTRIAN WIDTH AS OEFNED BY 1A$ *0 ADA SAL BE PROWD FOR E41R E LENCIH OF SIDEWALK,
EXISTING
METER
PARALLEL
Sk,d. W°, SWOyd>w% moM ,205 by WL.". C=W. a qu xkd
a,M=at=.sperd W IFa W,*Wmkr. Set pptim Ww
'.'• g
1
1.11KE RACK,
FEE DETAIL ISTING SIDEWALKr:
TO REMAINLI'c�
ap
Street Tree Soil: CU -Structural Soil' by Amereq, Inc., or equivalent subject to
approval by the Administrator. Structural soil is an urban tree mix that can safely
suppolt pavements and sidewalks and is designed to provide ample rooting area for
�N street trees, decreasing tree mortality and sidewalk failure.
< ° Tree Grates: Parkway Collection Model # R -8738 -Ai by Neenah Foundry Company,
O° or equivalent subject to approval by the Administrator. See picture below.
16 �°
60" square with 16" diameter expandable
2 4 1��'aaA tree opening. Bolted light opening grates
ROPOSED C,� `v it e'� (8 -1/4'x17 -118"x5-3/8") for use with or
BENCH �`/ ��'A without sub grate lighting.
7L)ROPOSED
Tree grates and frames shall be of cast
' iron. Gray Iron castings shall conform to
p' 44 A.S,T.M. A-48, Class 35 or better.
�'
CURB & GUTTER Q
SEE ST1-01 DETAIL
ROPOSED 12' 10 O 10 20 30 40 FEET
EXISTING CURB SIDEWALK WITH
& GUTTER SELECTED PAVERS
SCALE: 1"=10 Feet
.rr l :,• v
r; • A •
r
•
•
�i
O
N NEW CONCRETE
STAIR
- 2"
24'-2"
{ — NEW HANDICAP RAMP AND RAIL
1
4' SWING
Level -5 Demo
1/8" = 1'-0"
North
1/4" = 1'-0"
COUBNTERRFLASHING AS REQUIRED
rh Level 5
24-011 — — —
STUCCO OVER OSB SHEATHING OVER 2X4 WD. STDS. —
2X6 FLOOR JOUIST W/ 3/4° PLYWO DECK
PREFAB ALUMINUM AWNING
STONE VENEER
Level 1.2
VV —8' - 0" — — —
N
5
Al
COUSNTERRFLASHING AS REQUIRED
EXISTING ROOF BEYOND
TUCCO OVER OSB SHEATHING OVER 2X4 WD. STDS.
PREFAB CIRCULAR STAIR AND RAIL
_ !1
STONE VENEER
_Level 1.1
1' - 4"
FA
3 ,
Ai 'd �U
� fW
Leve
24� - 0
CALVALUME METAL ROIOF
SIDING OVER 2X4 WD,
STUDS P 2'0" O.C.P 2X4
WD STUD WALL W/
�-- EXISITNG ROOF
1/4" = 1'-0"
LEAVE OPEN FOR DRAINGE UNDER 5PACIE I I
l7=11
11-' 1 1"-1 1 7:71 i7:711.0 I
Section 1
in
000
0
N
M
a
�..-- SIDING OVER 2X4 WD.
STUDS Q12'0" O.C.2 2X
WD STUD WALL W/
_Leve14 _ n
15'-0" V
Level_ 1.1 QF
1T--4—"-QF
Sheet Issue Date:
12/23/08
Drawn By: BS
NEW HANDICAP
RAMP AND RAIL
N
I
BEYOND
C
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Al
COUSNTERRFLASHING AS REQUIRED
EXISTING ROOF BEYOND
TUCCO OVER OSB SHEATHING OVER 2X4 WD. STDS.
PREFAB CIRCULAR STAIR AND RAIL
_ !1
STONE VENEER
_Level 1.1
1' - 4"
FA
3 ,
Ai 'd �U
� fW
Leve
24� - 0
CALVALUME METAL ROIOF
SIDING OVER 2X4 WD,
STUDS P 2'0" O.C.P 2X4
WD STUD WALL W/
�-- EXISITNG ROOF
1/4" = 1'-0"
LEAVE OPEN FOR DRAINGE UNDER 5PACIE I I
l7=11
11-' 1 1"-1 1 7:71 i7:711.0 I
Section 1
in
000
0
N
M
a
�..-- SIDING OVER 2X4 WD.
STUDS Q12'0" O.C.2 2X
WD STUD WALL W/
_Leve14 _ n
15'-0" V
Level_ 1.1 QF
1T--4—"-QF
Sheet Issue Date:
12/23/08
Drawn By: BS
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PROPOSED
• �•
• AM
W.
w.�DEDICATED MT
ACCESS EASEMENT, 4IWrIA
E DETAILS
�•�
ISI, �� IM I
L ut LIVE OAK TREES WITH
R.O.W. 4' TREE GRATES WITH
�M...M..
-• .
ZZIRRIGATION SYSTEM r
AHIM►ISI
Iff .MWAM
w"M
L •r I����EXISTING ASPHALT
& GUTTER
EXISTING -
GUTTER
SCHOTZI S—
PROPERTY LINE
EDGE OF
R.O.W.
SITE PLAN FOR:
NOTES'. PROPOSED OUTDOOR IMPROVEMENTS TO THE ENCLOSED GROUNDS OF
I EXISTING 1, SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE %TH B/CS UNIFIED DESIGN CUiDELINES, SCHOTZI'S SPORTS BAR
,.......SIDEWALK.,_..: , , , _`,. .. ,
2. FINISH'. LIGHT BROOM FINISH. JOINTS TO BE TOOLED t" DEER AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH, EXPANSION JOINTS PROPERTY ADDRESS:
Q 4O'O,C.,CONTRACTION JOINTS 0 4'0,C, 205 UNIVERSITY DR.
3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY INLET BOXt CURB, JUNCTION BOK, ETC,) COLLEGE STATION, TX 77840
XISTING TRASH PICKUP, M
DUMPSTER AREA WITH 3 x 12" DAR$ a t2" O,Ci OR 14 x 12" OARS 1 18't Ot. LEGAL DESCRIPTION:
TO REMAIN200 UNIVERSITY DRIVE. LLC TRACT
-4, COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 989 OF MAXIMUM DRY DENSITY AS BLOCK 8 - W.C.BOYEIT ESTATE PARTITION_
F DETERM,XNED BY PROCTOR COMPACTION TEST .ASTM D698 fSTANDARDI AND SHALL BE 0-49 WET OF THE OPTIMUM MOISTURE CONTENT J.E. SCOTT LEAGUE A-50
—EXISTING 5' S. A MFpiyB,)M CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK, COLLEGE STATION, BRAzos COUNTY, TEXAS
UTILITY EASEMENT
REFERENCE FOR THE SITE PLAN IS THE LAND TITLE SURVEY PLAT BY KERR
SURVEYING, CO OF COLLEGE STATION, TEXAS, REVISED PLAT DATED
01-04-99; AND A 5' EASEMENT BY SEPERATE INSTRUMENT BY JOE ORR, INC,
PROPOSED 4' WIDE NorE=
FIRE EXIT, ALSO TO TYPE '•G" EXPANSION JOINTS IN CURB 6 GUTTER NOTE: SURVEYORS &ENGINEERS DATED MAY 2006.
/� OLD CAMPUS SHALL BE SPACED AT A MAXIMUM DISTANCE OF TYPE "G" EXPANSION JOINTS IN CURB G GUTTER
SERVE AS PUBLIC ( 40'APARr AND AT ALL RADIUS POINTS,P.T:S AND SHALL BE SPACED AT A MAXIMUM DISTANCE OF IMPROVEMENTS TO THE SITE INCLUDE A WOOD DECK COVERING THE EXISTING
ENTRANCE THEATER BLDG P.C.S. TYPE `B•• CONTRACTION JOINTS IN CURB d 40' APART AND AT ALL RADIUS POWTS, P.T. S AND
(NOW DAISEY GUTTER SHALL ITE SPACED .AT A MAXIMUM. P.C.'s. TYPE "e" CONTRACTION JOINTS IN CURB IN DISTANCE OF 10'APART. GUTTER SHALL BE SPACED AT A MAXIMUM ASPHALT PAVEMENT AS SHOWN ON DRAWING AND AN 30" ELEVATED PORTION
W.C. BOYEIT ESTATE DUKES) 24" DISTANCE OF IW APART. OF THE DECK AS SHOWN ON DRAWING.
LOT 14, BLOCK 8 l,,R 12" 12"_
2" 24"
VOLUTE SUBDIVISION THE ENTIRE STAGE AND DECK AREA IS PROPOSED TO BE SPRAYED WITH A
�4'R �+ R FIRE RETARDANT SEALER. FIRE EXITS FOR THE OUTDOOR AREA ARE TO REMAIN
VOLUME 101, PAGE 205 FOF
YETT'S RESUBDIVISION a —y THE SAME AS SHOWN IN THE SITE PLAN DRAWING WITH THE ADDITION OF ONE
ZONED NG -1 toYz. _T 3" , ¢ +" v4"R s" FIRE EXIT AT THE NORTH-EAST CORNER OF THE SITE.
ONE ACRE 1,"R 1I1 n 7" 6" 73" •"� L. 101, PG. 204 - " e s"'4s..i AN ELECTRICAL PERMIT IS PROPOSED TO BE OBTAINED BY PROPERTY OWNERS
NED: NG -1 •4 BARS CONTIIUOU t 24 • s" s" 3" • '" WITH SE'r'ERATE DOCUMENTATION.
\s A AND 3" 'CLEAR TYP. , • - 4 BARS �
R7 0 - 3/4., X W" SMOOTH 3 .. .
9s�., 4 5' ROPOSED 33'X34' �" T EXPANSION DOWELS SITE UTILITIES ARE TO BE LOCATED PRIOR TO ANY GROUND BREAKING
0� ly 24 LAY DON"Is ACTIVITIES, ONCE EXISTING UTILITIES ARE LOCATED AND VARIFIED IN FIELD,
F AWNING COVERING Cr ,. TYPICAL COMBINED THEY WILL BE INCLUDED IN THE AS -BUILT DRAWING PROVIDED TO CITY OF
EXISTING STAGE I h GLJ IOL Lid SEG i ION , T COLLEGE STATION UPON PROJECT TERMINATION.
�o CURB & GLITTER SECTION
Ste' ,STI -OO 100 -YEAR FLOODPLAIN 15 OUTSIDE THE PROPERTY LINE BOUNDARIES SEE
XISTING 7.5'
WOOD FENCE FEMA -FIRM MAP48041C0143C {/
\
TO REMAIN
SCHOTZI , NEEPSIN INTO C
THERE ARE NO PRIVATELY DEDICATED FIRELANES ON THIS SITE, THE RIGHT OF,.
t
PROPERTY LINE JOINTS "' WAYS OF UNIVERSITY DR. AND ' PATRICIA ST. SERVE AS FIRE ACCESS.,-
\
`v frCONCRETE SIOIEYYALK
3-tr2 BUILIDNG SQUARE FOOTAGES:
STING
RY
500 SOEI-
PROPOSE XISTING 10' WIDE ---� ""' """ >x''• PRIOPOSED ECOK STRUCTURE:
I 4245 SOFT
CONCRETE' ` FIRE EXIT TO REMAIN _-a . 4 8 �g BUILDABLE AREA: 8074 SOFT ^w"�
AREA FOR AND .SERVE AS PUBLIC
$. �^ — B' c'1 FLOOR TO AREA RATIO: 1.1:1
FIRE EXIT ENTRANCE -tr: � • ....., _ m
'L , ALL FIRE PROPOSED AND EXISTING FIRE EXITS ARE TO BE EQUIPED WITH EXIT
\ `^ \-1°' MAX_ SAND (LAYING COURSE SIGNS AND/OR EMERGENCY LIGHTING WITH EGRESS HARDWARE.
ACCEPT,,I�1g
/ \\ 421 \ y 1 LAVER MAiRJAL PROPOSED BIKERACK, LIVE OAK TREES, SIDEWALKS AND CURB & GUTTERS
/ \ o LECTRICAL ARE TO MEET THE REQUIREMENTS AS SET FORTH IN THE UNIFIED
cb
•✓✓/. V SERVICE DEVELOPMENT ORDINANCE, AND THE SITE DESIGN STANDARDS FOR NORTHGATE,
XISTING FIRE HYDRANT IsIDF:NNTz'UX PA -VER SEC'"rION SEE ALL APPLICABLE DETAILS AND REQUIREMENTS IN THE SITE DESIGN
`PR OSED GROU D ✓ STANDARDS MANUAL; MAY 2006 EDITION.
IS LOCATED ON THE NORTH-WEST \L EL WOOD DEC 4 I X I THE ONLY EASEMENT WHICH WAS FOUND WAS THE 5' UTILITY EASEMENT
MENSIONED AS a 200 UNIVERSITY DRIVE, LLC ALONG THE BACK OF THE PROPERTY EDGE ADJOINING PATRICIA STREET.
CORNER OF CHURCH ST. AND \ LOT 2, BLOCK 8
BOYETT ST., LOCATED SHOWN VOLUTE SUBDIVISION EXISTING CUR IRRIGATION SYSTEM WILL EITHER BE PROTECTED BY A PRESSURE VACCUM
a VOLUME 101, PAGE 205 & GUTTER
BREAKER, REDUCED PRESSURE PRINCIPAL BACK FLOW DEVISE, OR A
- \Zt)NEl) NG -1 -- - - - . G•_DEVISE,-AND-INSTALLED __ . , . _ . -
.— -_ -- -- EXI�IING 901J8L CHEGKK iBAC�K FLS �AND TESTED AS PER'
AP P R O X I M ATE LY 28 0 I- R O M THE WOOD FENCE CITY ORDINANCE 2394.
PROPOSED STAGE STRUCTURE, TO REMAIN \ XISTING STAIR REGRESS s BRICK PAVERS FOR THE SIDEWALK AREAS ARE TO BE PLACED IN THE RUNNER
SEE VICINITY MAP BELOW \ FROM SECOND FLOOR F83 BOND PATTERN, AND FOLLOW THE SITE DESIGN STANDARDS IN QUALITY AND
ti
EXISTING 10' COLOR. f
F BUILDING
RAS) \ ��3 SETBACK LINE
0 EXISTING
SIDEWALK
G \\ EXISTING SCHOTZI S
SPORTS BAR 2-STORY
IN \ BUILDING WITH 4500 .1
SQFT, NO 1-O IMPROVEMENTS
FOLLOW DETAILS SHOWN
`• , I /�
PROPOSED TO XISTING L IN THE SITE DESIGN
PLANTERS _- STANDARDS MANUAL,
EXISTING BUILDING
200 UNIVERSITY DRIVE, LLC TO REMAIN MAY 2006 EDITION FOR
EXISTIN 0.2023 ACRES r
\� ' eo.r�c� BAR TO BE �' TREE WELLS WITH GRATE.
9 , PP Victor Stanley Inc., r VOL. 6882, PG. 163
or equivalent, , sulbe ct toea approval by the Admlmstrrator(6 foot) by \� `` �� PROVIDED ZONED: NG -1
WITH FIRE \\ \ EXISTING -
"114e x 1-1/2 (6.4 x 38.1mm) steel seat ` EXTINGUISHER \ 70 METER
F • r !�
members. � l r`• ►S'GEIOMS PARALLEL ._•_
Finished end sections are 1/2 x 2 ( x
1_ 7 PARKING
j y _ \ \ ►5�� -Itreet Tree Soil: CU -Structural Soil"' by Amereq, Inc,, or equivalent subject to
L F grow mm) solid steel bar, welded and approval h the Administrator. Structural soil is an urban tree mix that can safe)
ground. � PP Y Y
I 1'
I support pavements and sidewalks and is designed to provide ample rooting area for
- M MOORE PROPERTIES LTD.
.. y 1r�;, Minimu"m six foot - 6' length ._ - _ . '� ` - - _ _ - - -- - - __. ,. -
- ,�„1 ( ) 9 � �h street trees, decreasing tree mortality and sidewalk failure.
rr' ` U't CALLED LOTS 16 THRU 19 a
' Electrostatically powder -coated with SEE DETAIL i ti XISTING SIDEWALK ,
r, } -VOL. 6568 PG. 102
N { a tl polyester powder coatings. '
ZONED: NG -1
r
A: 208 Unttnmsity Or, Cu0e0o station, TA 77840-'1262 _ - ' : EXISTIN
10 WIDE FIRE EXIT
TO, REMAIN AND SERVE
AS PUBLIC ENTRANCE
�\ ; r l - .. �,tri yY,V ,,.; •r2Fr
OO p e. „t, \.,„ ,• a-t:'^'1ti r• `
2 �? Pi,. \\ ) rrY t� r
ao' - I I n��k ;` ; iia '1% W,
XISTING K • XISTING FIRE
HYDRANT ON
tcr, EXISTING 7.5'
NORTH—EAST Bicycle Racks: Super. Cycloops model #21.75 by Columbia Cascade or equivalent. _
;rr"' CORNER OF subject to approval by the Administrator. See picture below. WOOD FENCE p�
'k k n�h�,�"f ��r�? aA,«,�x�" f� CHURCH ST. & TO REMAIN
{..'. ' .., •; �g.5,, A.
.. r�i .;.� VOLUTE ST., , - r>•. r ^•„
APPROX. 280 ,
`• _."'."' 7-r'..�,
/' -r, i (� ,.l' .�._� ; 4} ` ,, .`' , L ,. aY`r-J`M1.s.' T ,j`z il3,rftrI ,, .'y..rci,{{Ji. <+rE„,t'''y,l:v>y,� r��c e •yz�II,ir ,N,y3� *.r '. �., " r't /,•hii1y!-4e�+.✓t,^t,,Rtryl.rt .air a1s',,., u1 '.-J-.1!g<y.c�f a`. JYkjN'9pVrv••,vI+l'` I.i,, s,L•ris1 .+N�l t..ijJ' .l+� iG yti1a.;f1I-.},3+,rF'., L{ii•1d'2.1,{i.''.1 {.4.4'l,..,r. ?xtl, rr?rt.'UrsIeA�•�J't'•,;1,..r%Wti•}.«�.{.•..-'<`,l:},'A,r•,r`.Sc .M1it�>'r:7..••;Io.F:j`F'oir.i'c."%.>'t„Se,?.(F,.Iy ...... •t. -WEST
r'CORNER OFrNMy�' >R). EXISTING FENCE
_V11- 5ar§*.'rtiat x..}' NY,r,tft•:. ,•itF.'poj-�}z,'r5,sj<,3�t.itt",, , I�.ty..„'r3.9,'v�•�te,:).^;:R.r'z”"e`. ,^ra':asft-t>.s.4Ym1,.=}4.;,,s',�gA,t[,, vn,},i{�.n-r../r'>N✓iJ/�1,l� F•.:sH .,
,.tfizY. �,sr./ .;;.�t=�fr1,i.<fi:.+!c':/.,•oi, .i:�r">,r:,.
.�,3`.=rr,i{,.�'.aq"_.v.3.✓_,'L(r".
x�
�.
i-
NO 'EXISTIN
.p..... SIDEWALK 3.0' r/
'
", \; ` ,r',it', i-b'#y,j•vrLi'' [ti54 1.: Pe,riy u2ny tj� tTe ��y''�i3`t•'L.srtt� r' �°a LOCATION EXISTING ASPHALT
�„a r t � , � � � tr�•• r � r '' ` �” �' ' PRIVATE DRIVE
1 l �J• RI „i �'�. F �� 1��, _I 14t> Y•'t 'fn'ayr /Yri.`•l\ *All/ R4� [','
syr i t , I •,4 Yr,.-t„l�lr zr CURB BREAK FOR ACCESS AREA
,'f ,F a Y✓! � 1-1,n {1 , !,''('rA YKf[ r "y''1 0i`,/ J 4P, r'SI, i ui/ 'L s - .
r iu.�..i.n.:.•S.l .! s./ 1 A . m. .._..J...'r+Gt.�.,,. •.,.:.: ... ?i•. 'Y.,_._.1.rt rr Lu:
.., PRIVATE ACCESS
VI�MAP EASEMENT
I
7r TO REMAIN
04' •�
�^ti auIJ��I�F AtarJ/ac, err->aDs
Gj L ,0' ' -Too rAf-t- FUtL rR-SES 'DI Ct.�LTC->I
-PROPOSED 4”
LIVE OAK TREES WITH
�6 TREE GRATES WITH
yh UNDERGROUND
IRRIGATION SYSTEM
„ SEE DETAIL
Q e
,
O V
ROPOSED
` BENCH O
(SEE DETAIL) X
^
C �
RO OSED 12'
SIDE LK, TYPICAL CURB &
GU TTE TYPE (SEE DETAIL)3�.
EXISTING CURB^��� P�
& GUTTER
rykkrtava,a'M"`�,.it,�{',';;i`��. ALgrtl41tC4vails Atintmem 4'callpertreeo :5, }ayt.�rc 0�'�
MIii trite gratba spaced RS' on cenrer .. �, aYary
•
Tree Grates: Parkway Collection Model # R -8738 -Ai by Neenah Foundry Company,
or equivalent subject to approval by the Administrator. See picture below.
60" square with 16" diameter expandab
r
✓ tree opening. Bolted light opening grate
wit .4 (8 -1/4"x17 -1/8"x5-3/8") for use with or
Without sub -grate lighting.
" Tree grates and frames shall be of cast
k err iE :' iron. Gray Iron castings shall conform t
A.S.T.M. A-48, Class 35 or better. .
10 O 10 20 30 40 FEET
VIA Izz� IP/ 101111111117�
SCALE: 1"=10 Feet
t.
r
v
r, • r
•
IF
•
•
•
•
s
•
� � w
,nv
"S
�, D
O
O
O
X
EXISTING eLOT
PARKING ll`�D
SCHOTZI'S-
PROPERTY
CHOTZI'SPROPERTY LINE
^o _
EXISTING
7.5' TALL 10' WIDE
WOOD DOUBLE DOOR
FIRE EXIT TO REMAIN
EXISTING 7.5'
WOOD FENCE
TO REMAIN
ceq
EXISTING 10'
BUILDING SETBACK
LINE
EXISTING TRASH PICKUP,
DUMPSTER AREA
TO REMAIN
LOT 14, BLOCK 8
-BOY-ETf---- S.U.BD_I_VISION.----- _,__
VOLUME 101, PAGE 205
s
AA•
�a
sem.
EXISTING FIRE HYDRANT
IS LOCATED ON THE NORTH-WEST
CORNER OF CHURCH ST. AND
BOYETT ST., LOCATED
APPROXIMATELY 280' FROM THE
PROPOSED STAGE STRUCTURE,
SEE VICINITY MAP BELOW
A: 205.univertmypr, Colinga.Statlo.n, TX -778404262
EXISTING 7.5'
WOOD FENCE
TO REMAIN
3 ED
R
SINGLE—STORY
STAGE AREA WITH
ROOF—AWNING
_ NG _ _
SCHOTZI'S-
PROPERTY
CHOTZI'SPROPERTY LINE
ENTIRE—EXISTING ._
EXISTI7.5 ASPHALT AREA
WOOD FENCE
TO REMAIN PROPOSED TO E
COVERED WITH
ti WOOD DECK
�s
WILLIAM T. MOORE '?
VOLUME 100, PAGE 440
PORTION BLOCK 8
W. C. BOYETT ESTATE
VOLUME 100, PAGE 400
0-00191110A .
ISTING FIRE HYDRANT
I NORTH—EAST CORNER OF
UHURCH ST. 8c BOYETT ST.,
APPROX. 280' FROM PROPOSED STAGE
SITE PLAN FOR:
26) � PROPOSED OUTDOOR IMPROVEMENTS TO
�(tQ�Y'��`P �� THE ENCLOSED GROUNDS OF SCHOTZI'S
(9 �c SPORTS BAR
�\ IPROPERTY ADDRESS:
NORTH
205 UNIVERSITY DR.
COLLEGE STATION, TX 77840
IN
A\ LEGAL DESCRIPTION:
0.2023 ACRE TRACT
LOT 13, BLOCK 8 D S F s4f REMAINDER LOT 1 BLOCK 8
BOYETT SUBDIVISION BOYETT SUBDIVISION
VOLUME 101, PAGE 205 -7 �1� {��l�d�S VOLUME 101 PAGE 205
--AND A PORTION OF BLOCK 8
Z W. C. BOYETT ESTATE PARTITION
VOLUME 100 PAGE 440
COLLEGE STATION BRAZOS COUNTY
3 D TEXAS
REFERENCE FOR THE SITE PLAN IS THE
LAND TITLE SURVEY PLAT BY KERR
SURVEYING, CO OF COLLEGE STATION,
TEXAS, REVISED PLAT DATED 01-04-99.
XISTING PROPOSED IMPROVEMENTS INCLUDE AN
7.5' TALL 10' WIDE
WOOD DOUBLE DOOR OUTDOOR STAGE WITH ROOF AND WOOD
^� FIRE EXIT TO REMAIN DECK COVERING ALL ASPHALT WITHIN
'
LECTRICAL LOT 3, BLOCK 8 THE PROPERTY LIMITS.
SERVICE BOYETT SUBDIVISION
VOLUME 101, PAGE 205 THE PROPOSED ENTERTAINMENT STAGE
IS TO BE APPROXIMATELY 16' DEPTH X
LOT 2, BLOCK 8 25' WIDTH X 14' HEIGHT, LOCATION IS
BOYETT SUBDIVISION AS SHOWN IN DRAWING, WITH STORAGE
14
r VOLUME 101, PAGE 205 _ BEHIND --:T - . _
__.._�AREA. , HE STAGE
` SQUARE FOOTAGE OF STAGE FOOTPRINT
EXISTING STAIR REGRESS sRe. IS 400 SQUARE FEET.
FROM SECOND FLOOR All
'as
EXISTING SCHOTZI'S SPORTS '''
BAR 2 -STORY BUILDING, NO
IMPROVEMENTS PROPOSED TO
EXISTING BUILDING
Oma.
S�
LOT 2, BLOCK 8 t SPORTSBAR
BOYETT SUBDIVISION
VOLUME 101, PAGE 205
LX1511NU
7.5' TALL 10' WIDE
WOOD DOUBLE DOOR
FIRE EXIT TO REMAIN
�6 O�h•
EXISTING 7.5' o� \
WOOD FENCE
TO REMAIN 5
.\O
O
O O
OP
100—YEAR FLOODPLAIN IS OUTSIDE THE
PROPERTY LINE BOUNDARIES, SEE
FEMA—FIRM MAP#48041 CO143C losk%Vag
• • 10 20 30
SCALE: I"=10 __
FEET
LIGHTING AND GFI ELECTRICAL OUTLET
CONNECTIONS FOR SOUND EQUIPMENT.
O
THE ENTIRE STAGE AND DECK AREA IS
PROPOSED TO BE SPRAYED WITH A FIRE
RETARDANT SEALER. FIRE EXITS FOR
THE OUTDOOR AREA ARE TO REMAIN
O
THE SAME AS SHOWN IN THE SITE PLAN
EXISTING 10'
DRAWING. UNLESS OTHERWISE
BUILDING SETBACK
LINE
REQUESTED NO STRUCTURAL
ENGINEERING FOR THE STAGE APPEARS
TO BE REQUIRED. AN ELECTRICAL
PERMIT, IS PROPOSED TO BE OBTAINED
BY PROPERTY OWNERS WITH SEPERATE
DOCUMENTATION. PROPOSED ELECTRICAL
IS NOT ENGINEERED BY .WELDON BROWN
ENGINEERING, LC. NO IMPROVEMENTS TO
O o
EXISTING UTILITIES ARE PROPOSED,_
THEREFORE FOR CLARITY NO EASEMENTS
o
O
ARE SHOWN, ADDITIONALLY NO
LANDSCAPE PLAN OR LANDSCAPE
IMPROVEMENTS ARE APPARENTLY
REQUIRED.
100—YEAR FLOODPLAIN IS OUTSIDE THE
PROPERTY LINE BOUNDARIES, SEE
FEMA—FIRM MAP#48041 CO143C losk%Vag
• • 10 20 30
SCALE: I"=10 __
FEET
O
O
O
.7 /
A
ft
A•
• A
A
•