HomeMy WebLinkAbout14-391 TDI-Brooks International Center South Dowling RdPARKING ANALYSIS I D. CAI CALLE6 21.19 A* TNgCT \
UTLfTY DEMAND 37 /' 01NPEPZ NE A-
WATER1161,4
�
I\ I
DEMAND REQUIRED PARKING: �T 163, 4T ,
MINIMUM 0 GPM - - 5 2 f I
AVERAGE 13 GPM 9,583 SF OFFICE -
MAXIMUM (PEAK) 52 GPM 1 SPACE PER 250 SF L 1
2" DOMESTIC WATER METER 40 SPACES
*NOTE: 2" METER SIZE NEEDED FOR BOTH 40 SPACES REQUIRED TOTAL l I
2 HANDICAP SPACE REQUIRED f'r / �\� j� 50' I
�A I
BUILDINGS T SABA
SANITARY SEWER DEMAND PROPOSED PARKING:
ON -SITE SEWAGE FACILITY (OSSF) 18 SPACES PARKING I l / / J / I
DESIGN PARAMETERS:
2 SPACE HANDICAP PARKING
20 SPACES TOTAL
A LAB FACILITY OF APPROXIMATELY 10,000 SF
NOTE:
WITH 30 EMPLOYEES 91 12 GPD AND AN A PARKING SPACE REDUCTION WAS
OFFICE FACILITY OF APPROXIMATELY 10,000 SF REQUESTED BY LETTER DATED
WITH 30 EMPLOYEES 01 5 GPD, WITH WATER OCTOBER 12, 2011 AND WAS
SAVING FIXTURES, ON A 51.994 ACRE TRACT, APPROVED BY STAFF. THIS REQUEST \� %i -J
Q=30 EMPLOYESS x 12 GPD + 30 EMPLOYEES PROPOSED A TOTAL OF 61 SPACES, 41
5- 360 + 150 = 510 GPD, RTHE
BLABORATORY
AND
Ra0.04520FOR THEOFFICE BUILDING.
A=Q/Ri=510 GPD/0.015=11,333 SF REQUIRED N/F ti / � / /
A=4(31'x31'x3.14)=12,070 SF DESIGNED DAVID GOLD AND TERESA GOLD p f/''� �� I ) (RE � I /
10.0543 ACRE TRACT >l / / % s BAc /
3253/54 EXISTING / /
\ CITY LIMIT LINE UNPLATTED POND
ZONED A-0
�S€TBAGK--
/ ,�--
24' P.�E. \k
(Vol. IDE
S BACK/ / 20' P U.E. 1 ` \ J� N/F
B(y0C _ \ \ \ �/ / J / ' Ip� I IRMA JOSEPHINE BENTON
A, J�D /�/ \\\\� ` `� QP9 / r CALLED 15.41 ACRE TRACT
EXISTING ��REAMIT
1.v " / / 362/473
12" WATERLINE UNPLATTED
`` SIDE J / / �- l ; D / / /+ �- -- \ �\ \ I
/& G( `-STREE 1 I� I 0 ( I / % 1 ZONED A-0
BACK / //� \ / / -i ` \ J' / / / / ( I
EXISTING
.w / /DETENTION I \
POND
FREE DISTURBED ��
/ > / ((l (l I PROP if I NE ( AREA LIMIT 1 ./ I
TIGN 'I II� I I / I / �OSfD / SIGN 1 ® \ LOf u, BLV 1
Fl 1 1 -- ( FPZ o G 51.719,�CR
to ��\`I \\� ��JQ .815 3F ) s l FIRE `zLa N E D -O / , -� __20' P.U.E.
Sy i� �`� / 5 B �/ vol.
\ /�� - 6/ / NT.LDG / \ � LANE ® /
EX� STING1/r� ® _ SIGN P9 )
12" W�/1ER INE ,` J �3 / % I
z�\
1'4 7
/� / �DFIR'9 NE \, / is S / FIR
/ '° a �/ y-� gam' tj\19tNC' ` r
�/ SIG e' �/ C� 6 SF LANE
DIS�TURBE / I
AEA LIMIT ip -� OPOS� p�5 95tCC• ����ti SNEXI ING
` \ �.,� � � (� PR .33 �G' �� � # ��ANYFIRE �.
% ,; '`�� / / fFIRE / 25 6 // _s FIR HYDRLANE
!
/ / N 20• P r'. • SIGN
IRRIGAT1
L M WIDTH V',IES �METER
FIRE
\� (9• �L-) 3LAN E
�Z/ / FI NE _WATER ® \ SIGN ` ® \
g•� ,�// �-� - h�`��� N \ METE X.
\ r/ _ FIRE / VALVE \
D11�IrRB D �� tI �� \
REA TIT / / z °"� ' Lam- - LANE XISTING - OSSF I \ Q
z� M� / FIRE SIGN FIRE NYD NT SPRAY
C
LIMIT \� �- _,`` � z�- � LANE � FIELDS\
/ CIL
( 1
^' LINE �\ / �^� �ry 15' P.U.E.N EXISTIN / ✓ ' ` I /
(Vol. WATERLINE
`P19 --- / FIRE -
LANE -� I
SIGN \
EXISTING \\\\ \ 1\ \ 50'
6" WATERLINE \ �\ \ FRONT
v , 9 \ • \ �\ .•� SETBACK
�• \ ' - f -
EXISTING FIRE /f ( EXISTING
DISTURBED LANE BUILDING
EXISTING
DRIVEWAY
DRIVEWAY �s �\ '� SIGNS I 16,324 SF Q I N/F
- P.U.E. AREA LIMIT �- i \
\ (Vol. �- \ ' ✓ it EPTING, RICHARD GLENN JR
\ P9• -) 20' BTU ELECTRICAL �� lJ LOT 11
100 50 0 100 9 \ \ \ EASEMENT, 9424/206 EXISTI / / - - / / I �SHILOH SUBDIVISION 289/219
& 9424/274
SCALE IN FEET II f �/ I \
UED FOi
B
COMPLIANCEIQ 1
J /Q �lh /r 20' P.U.E. ~
\ G / / J
�'� \ �� \ \ (oL P.u.E. / j `) LANE ���� = (col. _ FEB 0 6
SIGN ��-`�� � J)' --�9- --)
\ \� � � �� �/ -- ��� � � - � CC)LL��� :� � � � ION I
LEGEND \ �, \\ EXISTING �J / ^ - \ ENGINEERING
GENERAL NOTES:
1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB
UNLESS OTHERWISE NOTED.
2. PAVEMENT DEPTHS: REFER TO SHEET C2 FOR PAVEMENT DEPTHS.
3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL
TOPOGRAPHY PREPARED IN 2005.
4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL
POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE
PROJECT AREA, WHETHER SHOWN 014 PLANS OR NOT, AT LEAST 48
HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE
FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL
1-800-DIG-TESS.
5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM
SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD
INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS
OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE
GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
AS -BUILT CONDITIONS.
6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF
COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE.
7. 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 OR RESIDENTIAL DISTRICT WITHIN 150' OF
THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE.
SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
8. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE
WITH THE LIDO.
LINE TABLE
LINE #
LENGTH
DIRECTION
L7
217.74'
S68' 24. 47-W
L2
206.97'
S70. 01' 48"W
L3
110.13'
S71' 40' 52'W
L4
108,61'
S75' 43' 32'W
L5
215.99'
S82' 48' 15'W
L6
98.89,
S83. 56, 08"W
L7
159.46'
S85' 44' 30"W
L8
134.33'
N87' 32' 32'W
L9
149.16'
N82' 15' 23'W
Curve Table
CURVE
LENGTH
RADIUS
I DELTA
I TANGENT
I CHORD
I CHORD DIRECTION
Cl
209.65'
2814.67'
004-16'04"
104.87'
209.60'
S24'13'35"E
EXISTING
DRIVEWAY
SITE SPECIFIC NOTES:
1. THE OWNER OF THE PROPERTY IS GE03, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF THE
TDI-BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN.
2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,583 SF AND FF=330.5'.
3. THE DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF). THIS AREA MATCHES THE
DISTURBED AREA FOR THE LABORATORY BUILDING SITE PLAN.
4. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M.
MAPS, COMMUNITY PANEL NO. 48041 CO200-C, EFFECTIVE JULY 2, 1992.
5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS.
6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
7. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDING IS 9,583 SF TYPE
IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8105.1 "MINIMUM REQUIRED FIRE -FLOW AND FLOW
DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'S FIRE SPRINKLER
SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLONS PER MINUTE). THE
MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCORDING
TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF FIRE HYDRANTS" A 1,500 GPM FIRE LOW
REQUIRES ONLY ONE FIRE HYDRANT.
8. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
9. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2• ;0 STANDARD
SPECIFICATIONS FOR WATER &SEWER AND THE CITY OF COLLEGE STATION STANDARD SPE` : iCATIONS FOR
STREETS & DRAINAGE.
10. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPME'r ORDINANCE.
11. 20 PARKING SPACES ARE PROVIDED FOR THIS SITE AS ALLOWED BY THE PARKING REDUCTION REQUEST
FOR THIS SITE.
12. THIS LOT WILL BE SEWERED BY ON -SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL
COUNTY & STATE OSSF REGULATIONS.. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORI: ATION TO
CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT E'SURES
COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZO- COUNTY,
PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON -SITE SEWAGE
FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF
A PRIVATE OR PUBLIC WELL, RESPECTIVELY.
13. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU.
14, TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF
SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE wITIi
ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA.
15. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT:
-CITY OF BRYAN 144/108
-WELLBORN WATER SUPPLY CORP. 303/288
-CITY OF BRYAN 548/539
AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE
EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION.
16. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM.
17. A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF A KNOX
SWITCH FOR GATED ENTRANCE, IF PROVIDED,
18. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA: (# OF PARKING
SPACES/15)*180. WITH 20 PARKING SPACES THIS SITE REQUIRES 240 SQUARE FEET OF PARK.iNG
ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT.
19. THE DRIVEWAY AT I&GN WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRIDGE
DEPARTMENT.
20. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
DEVELOPMENT ORDINANCE. 111E LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE H6U8ING AND NO
FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER
THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE.
P Al
�^ l
DRIVEWAY
TO TO BE
9�M REMOVED
SKETCH OF EXISTING DRIEWAYS
N.T.S.
NOTE: ALL CURBS 6' IN HEIGHT
UNLESS NOTED OTHERWISE.
1 /4"R 24"
6" 15" -
3"
--284- --- --
EXISTING CONTOUR.
LOT BOUNDARY
FIRE HYDRANT
4
GATE VALVES
W-8
EXISTING WATER LNE
0
EXISTING TREE
mm ® ® w= an Em ® ® ®®
CITY LIMIT LINE
DISTURBED AREA LIMIT
-�T-�*--�*--�T--
PROPOSED STORM SEWER PIPE
DITCH FLOWLINE
:4 30161 Lei 04
DETENTION / /
POND
FIRE �
ANE � �\\\\ 20'
L -
\ /
SIGN SIDE -�
\1 \ SETBACK/.�...........�.c" r "e..,... :>
20' P.U.E. \\\\\ iEE
L�`�
DRIVEWAY Fl Vol. -/ / ��C '' fCL, . TVA'm
TO BE
REMOVED \ SI\ P9 REQUIRED
l Q EXISTING �� \ - N/F
WATER / / CHARLES MICHAEL FULFER AND i! 0 �, ,2_
SERVICE \ \� / \ WIFE, KAREN MARIE FULFER
DRIVEWAY
TO BE n
.REMOVED
� V
SCHULTZ
ENGINEERING
LLC
THE SEAL APPEARING ON
DOCUMENT WAS AUTHORIZED THISBY
JOSEPH P. SCHULTZ, P.E., LICENSE
TBPE NO. 12327
NO. 65889 ON JANUARY 20, 2012.
2730 Longmir e, Suite
A
RELEASED FOR CONSTRUCTION
College Station, Texas
77845
979.764.3900
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
KERR
JPS
RCF
JPS
11-189
JANUARY 2012
CALLED 5.00 ACRE TRACT
10087/194
UNPLATTED
ZONED A-0
JOSEPH P.SCHULTZ
65889 . .
-vv"'",wv7- I,/{HIIiG}�i
�l
FIRM # 12327
TZ ENGINEERING, LLC
mmmummmmmmmmmmoo
TDI-BR 0 OKS INTERNATIONAL CORPORATE
HEADQUARTERS
OFFICE BUILDING
SOUTH DOWLINC ROAD, COLLEGE STATION, TEXAS
1/4"R-I-� 5"
12" 'T' ,yQ- 1 �.
3" "
2'
K.
CK.I "'E
• - # BARS FEB 06 2012 0 - 3/4• X 18" SM TH.
EXP NSION DO ��Ld-L.� 17_ 0 b ytl � 'N
DEV1`1,"0P E.NT 9�.���V1(,'E
TYPICAL CURB DETAIL PI,_AT rig ED.
N.T.S.
c�Trci r�rn.,rnr�rour. r�•r. r. ..
EMENT
8" LIME STABILIZED SUBGRADE
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
* X=6" OR 7' AS SHOWN ON THE PLAN (SHEET C2)
* 6" PAVEMENT - USE #3 REBAR ® 12" O.C.E.W.
OR USE #4 REBAR ® 16" O.C.E.W.
* 7" PAVEMENT - USE #4 REBAR 0 16" O.C.E.W.
TYPICAL CONCRETE PAVING SECTION
N.T.S.
SITE' PLAN
SHEEP' 1 OF 2
CITY
N
NOT TO SCALE
DRIVE AY
TO B
it
�1
TDI-BROOKS
INTERNATIONAL CENTER
BLOCK 1, LOT 17 51.719 ACRES
ANDREW McMAHAN SURVEY, A-167
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=100' DECEMBER 2011
OWNER: ENGINEER:
GE03, Inc.
SCHULTZ ENGINEERING,
LLC.
14379 South Dowling Road
TBPE Firm Reg. No. 12327
College Station, TX 77845
(979)693-3446
9-730 Longmir e Drive,
Suite A
College Station, Texas
77845
SURVEYOR:
P. 0. Box 11995
College Station, Texas
77342
Brad Kerr, R.P.L.S. No. 4502
979.764.3900
Kerr Surveying, LLC
505 Church Avenue
(979) 690-7250
SCALE
VERTICAL n/a
HORIZONTAL 1 "=100'
PLOTTING SCALE: 1:1
FILE NAME: 11-1 RA
SHEET
¢''4.
PROPOSED LAB /
a" / 32 /s. / BUILDING
�.•: / ` -� 6 \ FF=330.5 /
\ /
32 r
9,815 SF
323-- � tr 6/ , / 25' BLDG. HT.
S �1S 1S — 1S is is is MINI,,
t DISTURBED
—32
f4�i / AREA LIMITI.�
IFINN — TREE TO BE / \
328
--I
LJ
1S is is 1S 1S
1S V =_1S
— _S
TREE TO BE--,
U)
REMOVED
PROPOSED
OFFICE BUILDING
FF=330.75 -
9,583 SF
328
25' BLDG. HT. �
�
— —'-
/ J DOMESTIC
EQUIPMENT
EQUIPMENT
/ / WATERLINE\
YARD
YARD
w/ SCREEN
/ SCREEN
FIRE
q
i„
WALL
WALL
SPRINKLER
\
_
SUPPLY LINE
ST ST 5 5T
LAJ
ST — ST SST ST —0
S-6 6
S-6 T---5-
S-6 S-6 S-6 S-6 S-6
SIDEWALK FINISH MATERIALS
SEWER LINE
/
-`--TO- 8&-W-ACCORDANCE W/
I
-�
TO OSSF
ARCH IECTURAt- RAWINGS�
LANDSCAPE &
N
—i
ELECTRICAL
330 -+
Ln
SLEEVES(4-4" PVC)
`REMOVED18"
' PIP HD
PIPE
l \ /
33
7
1 N .r32 / • •
V1_6 3 S s
_ S-6 30 /
g x O .? • . ' LANDSCAPE
ELECTRICAL
OSSF\s�e SLEEVES 4' PVC)
y s TANKS �-
41
/ SIDEWALK '� s 30 LF F 8" ADS \ /
FDC FIRE 4
�. \\ 1-,
P FORS LIN
!y
PROPOSED SPRINKLER � \ s I 3gti \S s
ADA SIGNAGE LINE ®s 932 L F OF 4" A D 5 'IRE
s WATER PIPE SLEEVE
LINE FOR s s LANE
PROPOSED / g`� SIGN
BIKE RACK / EXIST
FIRE/ I 4
E E E E�- e-� - E . E E32 E 33 E_�i / �\\\ \ HYDRANT S / 4-
\ FIRE t> ' e 6' \\ / \
LANE a �0 SIDEWALK i I \ \\ \
EXISTING
CURB — — _-�- — -=o '' — — — — — — — — — -- — — -� M M 1 12" WATERLINE
31
l9/V ��s D e ' 32 LF OF 8" ADS \ s,
'4 ° ° ` `�� PIPE SLEEVE FOR ? \ s
w` '
HC �9' -� � ` = � WATER LINE/
EXISTING VALVES
ON
SIDEWALK FINISH MATERIALS \ ti
0 BE IN ACCORDANCE W/ 15" HDPE`' -J `� �ti / / r'p
9 A IECTURAL DRAWINGSAil -A
��
„! FIRE SLEEV'ES(2-4" PVC) FDC 1" IRRIGATION
LANE 1
—
FIRE 11 / / 4 METER
- —� �B— —33. -- -- LANE
,,;
�"::'��- FIRE LANE �. CURB
SIGN LANE
„i �MARKING 1 SIGN
z EXISTING
FIRE HYDRANT �A > SEE INSET A
—� 4`S°s`.:332 / LANDSC Y ::r :
41, 2" WATER METER
il-M-_ZL ht Viz, a — _ 3j2 �...q,
FIRE SLEEVES 4-4" PEC RICAL VC)
_ --- --- __ ---�� •= • • I I EXISTING � / ISOLATION VALVE
SIGN 12" WATERLINE / tis�� (SEE NOTE 7)
M zt-M�_ — -� �— — — — — — — — — — — `ice' — �/ eg �i�f�
DISTURBED — �_ _
AREA LIMIT — �� z1-L1------ i`j. T °°
• ZI--MZL-M— _e':� 'tea /
ZL-M Zl-M Zl-At Zl-M ZL-M Z i1•�� /
_ aa,13 E� /
+.g
1
FIRE LANE MARKINGS
ALL CURBS AND
CURB ENDS SH
ALL BE PAINTED RED
WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE
LANE - NO PARKING - TOW AWAY ZONE". WORDING
MAY NOT BE SPACED MORE THAN FIFTEEN FEET
APART.
A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN
INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A
CONSPICUOUS LOCATION AT EACI4 ENTRANCE TO THE
PROPERTY AND AT THE LOCATIONS SHOWN ON SHEET
C1. SUCH SIGNS SHALL BE TWELVE INCHES (12")
WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION
SIGN TWELVE INCHES (12") WIDE AND SIX INCHES
(6") HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS
SHALL BE PAINTED ON A WHITE BACKGROUND WITH
SYMBOLS, LETTER AND BORDER IN RED.
I
PARKING
KINNGG
x1
12"8" reflective finish metal
L�
sign
12"x9" reflective finish metal
sign
rn
Mcccsi
�— 2x2 galvanized steel tube
column
cn
set in concrete footing.
Provide
galvanized steel cap welded
o top
of tube. Paint tube and cap.
'° o_ w
I I
3
CD o
3 �; I '' I I
All characters must be
I�IJ
3
60" minimum above
rode or sidewalk.
ADA SIGN DETAIL
VA Wi LO If
SIDEWALK T — ST S 30
NOTE: ALL CURBS 6" IN HEIGHT
UNLESS NOTED OTHERWISE.
1 /4"R 24"
6" 15"
3.,
� 1/4"R 5"
12" T
3" _ 4.. -
fi 3�e�
• —
3" " 3" 2"
2"
-�4 3"
. = # 4 BARS
0 = 3/4" X 18" SMOOTH
EXPANSION DOWELS
TYPICAL CURB DETAIL
N.T.S.
S C H U L T Z ENGINEERING L L C THE SEAL ON THIS
DOCUMENT WAS AUITHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
TBPE NO. 12327 NO. 65889 ON JANUARY 20, 2012.
2730 Longmir e, Suite A
RELEASED FOR CONSTRUCTION
College Station, Texas 77845
979.764.3900
SURVEYED DESIGNED DRAWN APPROVED JOB NO. - DATE -
KERR JPS RCF JPS 11-189 JANUARY 2012
OF
,t d :tit
JOSEPH P. SCHULTZ
i�j-Zp�� Z
FI M # 12327
SCHULTZ ENGINEERING, LLC
STEEL REINFORCING BARS *
CONCRETE PAVEMENT
N.T.S.
20 10 0 20
SCALE IN FEET
a
IEXISTING
6" FIRE 2" GATE
/ SPRINKLER VALVE
SERVICE LINE
� 2„ \
EXISTING I DOMESTIC
6" ISOLATION WATER
VALVE SERVICE
/ (SEE NOTE 7) #
III
IIII�
IIIII—
LII
III'�C:III�IC
GII�
III
n-�IIII
I—
L
���
Ilill�
III
IIIII
If 1111=
illy
IIIII=
IIIII
II
=
I
IIIII
-�j
�I�IUIIII
�Illlll�il�ll��alill
._.III
' min.1R
w
BIKE RACK DETAIL
N.T.S.
-36"-
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION
OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY
COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
ATMOS ENERGY: (800) 545-6005
(800) 344-8377
SUDDEN LINK COMMUNICATIONS: (979) 846-2229
VERIZON: (800) 344-8377
2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER
CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED
AREAS.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF
BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER.
ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE
AND WELLBORN SUD STAFF.
4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926
SUBPART P FOR TRENCH SAFETY REQUIREMENTS.
5. SEE SHEET C1 FOR PAVEMENT DETAILS
6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT
FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS,
AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS
OVER 50,000 SQUARE FEET IN AREA.
7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION
VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR
USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE
APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE.
LEGEND
—284— --
— EXISTING CONTOUR
BOUNDARY
>i
FIRE HYDRANT
o
GATE VALVES
W-8
EXISTING WATER LINE
'""" —
ACCESSIBLE ROUTE
y' • -
DITCH OR SWALE FLOWLINE
-�
RUNOFF FLOW DIRECTION
L 7.
,
PROPOSED SIDEWALK
EXISTING
2" WATER
,
6„X2"
METER
I TEE
1" IRRIGATION
18" DEWNATED
I
PRIVATE METER
1
PAROM
EXISTING
PUBLIC
I
6" GATE
I
ONLY
VALVE
\
•-•11 r1-12
i-12
F11 M-11
NOTES:
EXISTING
1. THE SIGN SHALL BE 12" WIDE BY 18" IN
\ 12"X6"
HEIGHT AND BE MOUNTED IN THE LOCATION
\ TEE
SHOWN.
\
2. SIGN SHALL BE PAINTED ON WHITE
BACKGROUND WITH SYMBOLS, LETTERS, AND
t
ELC
BORDER IN RED.
/
.«ir �t+'i,;
CL "p
3. SIGN SHALL COMPLY WITH THE CoCS FIRE
SERVICE STANDARDS.
INSET
A
o
REQUIRED
FIRE LANE SIGN DETAIL
NTS
❑ " 1'
N.T.S.
!
NOT Rv- -
EW FOP
"-- 8" LIME STABILIZED SUBGRADE
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
* X=6" OR 7' AS SHOWN ON THE PLAN (SHEET C2)
* 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W.
OR USE #4 REBAR 0 16" O.C.E.W.
* 7" PAVEMENT - USE #4 REBAR ® 16' O.C.E.W.
TYPICAL CONCRETE PAVING SECTION
N.T.S.
TDI-BR 0 OKS INTERNATIONAL CORPORATE
HEADQUARTERS
OFFICE B UILDING
SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS
(30. .
tl tn 1= a 6 ?012 \J\,
3 Sg.
¢ iif4°� CVha4."�..t ].m '�~!�
,1,Ii+ I o n
IN
PLAT FILED:
SITE PLAN
SHEIs T 2 OF 2
SCALE
VERTICAL n/a
HORIZONTAL 1"=20'
PLOTTING SCALE:
FILE NAME: 11-189
SHEET
Legal Description:
Lot 1, Block 1
TDI Brooks International Center
53.308 acres
Zoned A-0
Owner:
GE03, Inc.
1902 Pinon Drive
College Station, TX 77845
(979)693-3446
This site does not lie within the established area
of the special flood hazards as established by the
current flood insurance study or flood insurance
rate map, panel number #48041CO200C
TDI Brooks International Center is to be
considered one building plot for the purpose of
signage, Non -Residential Architectural Standards,
and landscaping in accordance with ordinances
regarding building plots over 50,000 square feet
in area.
5 PROJECT INFORMATION
West elevation materials
Natural limestone
616 sf
25%
Stained wood siding
162 sf
6%
Doors and windows
1608 sf
65%
Stained wood columns/brackets
85 sf
4%
Total
2471 sf
Metal roofing Window with
overhang —
Window with
overhang Column —
Metal awning Column
Stone screen wall
!i
i
i
;i
4 2
12
8�
r
Wall plane recession -
Column—
,,}
North elevation materials Not visible from right-of-way
Natural limestone
1029 sf
88%
-
Stained wood siding
0 sf
0%
Doors and windows
118 sf
10%
Stained wood columns/brackets
20 sf
2%
Total
1167 sf
South elevation materials
Natural limestone
1071 sf
91%
Stained wood siding
0 sf
0%
Doors and windows
76 sf
7%
Stained wood columns/brackets
20 sf
2%
Total
11167 sf
Top of Ridge
+/- 24'-0"
I
Eave height
12'-8"
Finished floor
If 0'-0'
Wood truss Column
Porch Stone
veneer
Recesed
entry Screen wall
Column Column Canopy
Porch Wall plane recess Column
Metal roofin Canopy Wall plane recess (2)
Pilaster Stone veneer
8:1
Elmo_
EKN
BE,
^
I'
60'-0"
Wall plane recession
Window with overhang
Column -
t o��
��e ■ � _••n•r
■ 1
� .' � ■
ado
aim ���o
�p5��!
oe�����-�_ �■�pcan�p��u�IBo
--
ad���ao
�
i� s� ��.�_
1110MM
�.�..
� - �_r�— ■ � �,�
'--ter
a.�B�.rl��.���p��acan�a�.�ra�.�■
Wood siding
1
15'-0" 415-0 45'-0" 45'-0" 36'-0"
lair
Gam- ��lil� ���1- .t� ►.
— Column
Porch -
0
ANORTH ELEVATION
_r Refer to: 1 /A2.1
i
1
Scale: 1 /8"=1'-0"
SOUTH ELEVATION
Refer to: 1 /A2.1 Scale: 1 /8"=1'-0"
L VVL 0I LLLvr-11 IVIV
Refer to: 1 /A2.1
Window with overhang
Column
Scale: 1 /8"=1 '-0"
This sheet is for the City of
College Station NRA Ordinance
review ONLY, and is NOT to be
used for construction or material
quantity estimates.
Eave height
12 -8 East elevation materials
Finished floor
Natural limestone
855 sf
35%
Stained wood siding
260 sf
10%
_
Doors and windows
1276 sf
51%
Stained wood columns/brackets
80 sf
4%
Total
2471 sf
7 EAST ELEVATION
0 P efer to: I /A2.1
Scale: 1 /8"=l'-0"
fta—
^ek_
The l►
Arkitex
Studio, Inc.
308 N. Bryan Ave.
Bryan, TX 77803
P(979)821-2635
F(979)775-8224
www.arkitex.com
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12/16/11
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liRevisions
Number Date 1
Project 0905-C
December
16, 2011
Gi
• 2
of 2