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-Bleyl & Associates
,#4 BAR CONTINUOUS
CONCRETE PAVEMENT
REINFORCEMENT • • 'i EXIST. GUARD RAIL
. . . . .-------------------------__ _-- EDGE OF PAVEMENT------
PROJECT BENCHMARK: ;
SEE PAVEMENT SQUARE CUT ON END OF - - 265 - _ - - - - - - - _ _ _ _ _ _
SECTION • . . CONCRETE GUARD RAIL
• ELEV. - 267.40 FT F.M. 60 -UNIVERSITY64 DR. LFOF 24 " RCP
..
150' R.O.W. CULVERT @ 1.0% SLOPE
' ' ' . . . ' . '� W/ SAFETY END TREATMENT
* A PRE-BENT TRANSVERSE BAR MAY BE USED. • . • . • , • , . . . . • , . . . . • , • . _ . MATCH EXIST. PVMT.
TP=264.79_- ---- --- 265 -----------
#4 BAR @ 36" C/C • • . . • • . . . . . . EXIST. GUARD RAIL - _ - EDGE OF PAVEMENT TMATCH EXI • PVMT.
. • • . -
8" ❑ ❑-r❑ -p---❑---d-- ri- n n n n n n
• • • • • • • • • • VIIA I LIN LI IV t I IV J I ALL
•------- 1-18"X6" TAPPING - ---- WATER LINE INSTALL 2J 0 __---
SEE DETAIL FOR ---------------1-16'X6' TP=2x3.82--�-
TAPPING - --
CURB REINFORCEMENT �,- - - - 25i SLEEVE AND VALVE _ - - - - - - - SLEEVE AND VALVE \ �� s3 s2 2 0%\ 2<0� I I I /00
6" THICK, 3500 psi 1 -FIRE HYDRANT - 1 -FIRE HYDRANT \ to
Fl-=258•os \ u "" 4 I I 258.80
FL
CONCRETE PAVING COLLEGE STATION -�
PIPELINE RISER N 51°28'31" E 245.00' \ - t° TP '�s4o7 r- 25s
#4 REBAR C� 12" O.C.E.W. X = ; ;.-o- 0 N = -
4511
L
CITY OF COLLEGE STATION \ \ 257 - - - - - 257 _ / \ \ \ \N N N N N
...... -
• , EXIST. 20 WIDE EASEMENT w w w w W w w w r''an w w w �v \W / 1�- w6„
419/49A SEE WATER \ x6 TIIvER
--_-_---_ -_--_-_----- .•.•..•.•.•.•.� / ' 15' PUE EXIST. 18" WATER LINE LINE DTL \ �•'`'� ' /\ LANDSCAPE W
/ - { ' E \ (DELETED)
• -
/\/\\\/ // . • . • . • ... • . • . • -
17::
2 ' FRONT SETBACK257/.\ \��\C 255---MENT
-259- �618" THICK COMPACTED • • • • • • - - . - - - SIGN
2 s27 MONUNOTE:LIME TREATED SUBGRADE . . . . . .
\ _ \
T =281 9 -
' , 2 2
,
3 62
PAVEMENTJOINT( WILL B P
NG E PER THE CITY
016 z r TP=261
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7•
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OF COLLEGE STATION D DETAILS.
STANDAR
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PAVEMENT SECTION ,r
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BICYCLE RACK DETAIL N/F \ I 1 I� N E TP=263.46 j i 1 2" WATER
.p
SCALE: NONE M.J. TALK I II �, o °�' �' TC=2x2. \ I I I SERVICE LINE
CALLED 16.94 ACRES "POO I 1 I I \ PROP. 3' WIDE
. 2313/152 �� x / II � 1 1 1 I I I\ \ `\ \
. . . . CURRENTLY ZONED » R-1 _/ \I \ SIDEWALK\ 1
DRIVEWAY
THROAT
LENGTH=102'
W W -
WATER AND SANITARY
SEWER LEGEND:
FENCE
G
MIN.
WATER
DEMAND
2.5 gpm
MAX.
WATER
DEMAND
38 gpm
AVE.
WATER
DEMAND
7.25 gpm
MAX.
SEWER
LOADING
38 gpm
SITE SYNOPSIS:
No. OF BUILDINGS
TO BE CONSTRUCTED:
PROPOSED USE OF
BUILDING:
GROSS BUILDING AREA:
MAX. BUILDING HEIGHT:
PARCEL SIZE:
PARKING AREA:
PARKING REQUIRED:
PARKING PROVIDED:
COMMERCIAL /OFFICE
12,007 SF
20 Feet
1.371 Acres
21,700 SF
12.007 SF/250 SF = 49 SPACES
49 TOTAL
50 PROP. STD. SPACES
1 PROP. STD. ACCESS SPACE
2 PROP. VAN ACCESS SPACES
53 TOTAL
Bleyl & Associate
0 I AMBULATORY \ - \ \ I
. . , . •' zl rn� I 9'x6' BIKE RACK I RAMP (TYP) \\ \ 1 I 1
X 111 I (MOVED) I as ` BUILDING
..1 --- _
............. N I 1 Q �'� EF=263.50 \ 262 -
. . . . . . . . . . x / \ \\ 57' x 209.5' \
7.5' PUE
I
15' PUE 15.0' PUE
. . . . . . . . . . . .I I
STORAGE SHED I /
N I I 1 \ _ •�"' �0 \ (ADDED) \ I
6f W/L 3 WATER (METER
x I 1 Z;.-- •- _ _ _ _ 25g_ \ - l ... \ \� > `� \ PRIVATE GRINDER 1 w
n- Iw \ I _ _,a_ .r -.-258 "''� I L / 1 \ PUMP STATION
3 \ - = _ 257- 15' REAR SETBACK /
IRRIGATION I \ -
METER WITH BACK \ - 0-)_ - - - - --�_' - -
1 �
\ - -- L __ -----256 - i I I (
FLOW PREVENTER ._ - - -f- -
SERVICE LINE
3
S 51028'31 WI \ \
\ - - -
\ 0
LOT 1, BLOCK 1
\ i VETERAN'S PARK AND
DRAINAGE \ I I ATHLETIC COMPLEX
EASEMENT ' \ I 4168/75
I / °o CURRENTLY ZONED "M
1 i I 1
245.00' r•�i.1
VICIMTY MAP
SCALE : -NONE
LEGEND
-X
FENCE
G
EXISTING TREE TO BE REMOVED
TC
TOP OF CURB
TP
TOP OF PAVEMENT
TW
TOPWALKW 0 F Y
A
TRW
TOP OF RETAINING WALL
PUE
PUBLIC UTILITY EASEMENT
BL
BUILDING LINE
--275--
EXISTING CONTOURS
--275--
PROPOSED CONTOURS
--GB--
GRADE BREAK
--r-----
FIRE LANE
0 10 20 40 80
SCALE IN FEET
GENERAL NOTES.
1. P.U.E. - PUBLIC UTILITY EASEMENT.
2. BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED
BEARINGS AS SHOWN ON THE PLAT OF VETERANS ATHLETIC COMPLEX
RECORDERVOL.IN VO
4168 PG. 75 S M
AND ONUMN ENTED
0 THE
GROUND. '
3. FLOOD PLAIN INFORMATION TAKEN FROM F.I.R.M. MAP, COMMUNITY PANEL
NO. 48041 CO142 C, DATED JULY 2, 1992.
4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O.
5. SUBJECT PROPERTY IS CURRENTLY ZONED "M-1'.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR
AERIAL, PRIOR TO CONSTRUCTION.
7. CONSTRUCT ALL CURB AS PER DETAIL ST1-01 OF THE LATEST B -CS
STANDARD STREET DETAILS.
8. ALL CURB RADII IS 2 FT UNLESS OTHERWISE NOTED.
9. 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 FT
OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE
GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
10. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529,
CHAPTER 6, SECTION 1 (B) (10) SUBSECTION 503.3 OF THE CITY OF
COLLEGE STATION CODE OF ORDINACES. - - - -
11. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION.
12. ALL CONSTRUCTION WILL BE IN CONFORMANCE WITH BCS UNIFIED DESIGN
GUIDELINES, SPECIFICATIONS AND DETAILS, LATEST EDITION.
13. ALL SIGNS SHALL BE PERMITTED SEPARATELY.
OWNER:
TIM WARE
526 UNIVERSITY DR. EAST, STE 101B
COLLEGE STATION, TX --- - --'
(979) 764-6000 REVIEWED o
Ca MP
I ISI
DEC 19 2008 , A
OVLLC`v, L �: iii )i•,%i�
DEVELOPMENT SERVICES
PLAT FILED: - v
I
I I 10' PUE--JO D D
�N
I I � D O
D o O O o
NOTE:
THESE RECORD DRAWINGS WERE PRODUCED USING INFORMATION
-1„ PROVIDED TO BLEYL & ASSOCIATES BY THE OWNER. NO FIELD
SURVEY WAS PERFORMED TO VERIFY THESE CONDITIONS.
7050
FILE NAME: 7050 -SITE PLAN
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3"
3" 2"
6" REINFORCEMENT •I EXIST. GUARD RAIL
)ELEV.
- ------__ ---- __----- EDGE OF PAVEMENT
PROJECT BENCHMARK: -'2s5 - ..._. _..•_. - -BAR A* SEESEC ONENT ,SQUARE CUT ON END OF - - - - -
CONCRETE GUARD RAIL - ```_-'----
= 267.40 FT
�--- F.M. 60 — UNIVERSITY DR. .
' ' • • • • • • • • • PROP64 L.F. OF 24" RCP
•
• , • • 150' R.O.W. CULVERT @ 1.0% SLOPE * A PRE-BENT TRANSVERSE BAR MAY BE USED ' W/ SAFETY END. TREATMENT
• MATCH EXIST: PVMT.
------------- TP=264_79 --- --- 265 -----------
#4 BAR ®3s" % EXIST. UARD RAIL — 265 - MATC oasr PVMr
EDGE OF PAVEMENT TP=264.60
--a-- o ❑ ❑ ❑ 0_13-0-0
. . . . . . .i -------------- 264 ------- - - - - - - - - - - - - - - - - 264 --------- _-- Y -------
20" ----- 263 --------------- ---------------------- 263 - -- -._- \ `i ---+-------
'FLOODWAY AREA - - - - - - - - - - - - - 262 - - - - - - - R=25V, � k � ��/� R=25.0'
� Bleyl & Associa
#4 BAR CONTINUOUS
-CONCRETE PAVEMENT
ARA ZONE "AE" ------------------ 262 -------- --� `,- ,. _ ry7`---+---------
. _ . . . _ . . _ . ----- 261 -------------- -sTP=264.51 TP=264.44
---------- 261----«--c-� �c=� �i ` �- 261 — �---••-------
CURB REINFORCING DETAIL •'•�•••••�••.'.•.'. t ------------- 260 ----------------------- ------ -� ` / ----
SCALE. NONE _TIE IN TO EXIST 18" _ - - - - 2so - -..� ` � \- � (- �-- -,� -� �,-..-•• -
259 /
_ TIE IN TO EXIST 18" \ 1 # (-- �- -
. WATER LINE INSTALL-"----------------y--�-�- --�- � �5s--
SEE DETAIL FOR --"--"--- 1-18"XV# TAPPING -" ---- - __---_ -- ----_ WATER LINE INSTALL � �i L� :� 2:• .� �"� I / ! ---
�- lk-
• 1-18" X6" TAPPING - - -' "'� x =2ss.a2 - -
CURB REINFORCEMENT _ ' - - - - .,� j SLEEVE AND VALVE- - ;� � .Iy'�. �-
-1'. OY'.
L,S,L;A 1101111
s��
i �r.eY, i.- .L..,—....t�..uss,s_baiF-�! �.�"t fer•.:rCr ,c.} 3 i •; YJ?. ,'Q�'Jd����n:.s•�:.„�.fz
Emma
m, a
LOO'
DRIVEWAY
THROAT
LENGTH= 102'
w w -
VICINITY MAP
SCALE : NONE
LEGEND
�� )y)y� 'S�,'.Mi,,ar� �EYi=-[ �+.�' •%/6 : '`P f.. ��'`P i x.4 J „S�' L"ta<is �. a a. 7",
-X-
FENCE
0
EXISTING TREE TO BE REMOVED
TC
TOP OF CURB
TP
TOP OF PAVEMENT
TW
TOP OF WALKWAY
TRW
TOP OF RETAINING WALL
PUE
PUBLIC UTILITY EASEMENT
BL
BUILDING LINE
- -275-7
EXISTING CONTOURS
- 2755- -
PROPOSED CONTOURS
- - GB - -
GRADE BREAK
--•---o-
FIRE LANE
WATER
AND
SANITARY
SEWER LEGEND:
Q
r.)
MIN.
WATER
DEMAND
2.5 gpm
MAX.
WATER
DEMAND
38 gpm
AVE.
WATER
DEMAND
7.25 gpm
MAX.
SEWER
LOADING
38 gpm
I QITc CvKInDCIC.
No. OF BUILDINGS
TO BE CONSTRUCTED:
PROPOSED USE OF
BUILDING:
GROSS BUILDING AREA:
MAX. BUILDING HEIGHT:
PARCEL SIZE:
PARKING AREA:
PARKING REQUIRED:
I PARKING PROVIDED:
�i 1 UHAVIER 6, SECTION 1 (B) (10) SUBSECTION 503.3 OF THE CITY OF
... • • , . • • • . • • • • • • . • • . • • • :� rn I \ \ \ COLLEGE STATION CODE OF ORDINACES.
ZI I t 1 i PROP. AMBULATORY \ 1 i 11. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
• _ • • • . • . x I) 1 PROP. 9'x6' RAMP (TYP) PROPOSED BUILDING
ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
• _ w / ` BIKE RACK SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
FF=263.50 — 262 -
RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
N L \ CONSTRUCTION.
cor " \\ 57' x 209.5' \ 12. ALL CONSTRUCTION WILL BE IN CONFORMANCE WITH BCS UNIFIED DESIGN
- _ ___ _ _ ___ _I__ ; - __ _ \ , SPECIFICATIONS AND DETAILS LATEST EDITION.
. . . . . . . . . . • . • g` j \\ \l ; ` 1 \ - _ 7-.5 PUE_ -- 13. ALL SIGNS SHALL BE PERMITTED SEPARATELY.
. x1 1 �s 15' PUE 15 P
0' UE OWE
i � \
. . . . . . . . . . . . . .1 j 1 1 \\ \\ `\ \ a�� \ TIM WARE
526 UNIVERSITY DR. EAST STE 101 B
•• \ I COLLEGE STATION, TX
/ 3 PROP WATER �� 1 (979) 764-6000
PROP 16" W L _ \ �
METER
PROP PUE ICL __ -„��_ __,_._
( � 259" "\ .••�• -- --\ \ j � � \ PRIVATE GRINDER
I 3 w D \\ \ 1 �j'� , - _ T-� \ �--'L �� \ PUMP STATION
PROP IRRIGATION
- -I- o- n- -�,. _- --� j ' SETBACK
METER WITH BACK M r - - - \ _ - �.- - _ _ _ _ -_ 257--- - -- —=� 15REAR S —
FLOW PREVENTER LM - M - - - - - -256 -' - S 51° '
I� C` rte\ I
28 31 _WI\\ I J 245. 0's,
1
PROP FIR
HYDRANT I a I N 1 N\ N 10' PUE
I
1
1
1
wLOT 1 BLOCK 1
\ r i VETERANS PARK AND
PROP WATER \\ ?say\ \\ t� f_' I I ATHLETIC COMPLEX
0 SERVICE LINE DRAINAGE \ I 4168/75
a EASEMENT 1 I I I CURRENTLY ZONED "M-1"
0
WATER LINE DETAIL °° I
it I
Bleyl & Associate I
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DATE OF SUBMITTAL: 05/19/2008 OF: 3
BAR
—Hleyl &
BAR CONTINUOUS
. ..PROJECT BENCHMARK:
SEE PAv61nwT .. SQUARE UT ON END OF
SECTION CONCRETGUARD RAIL
1 ELEV. = 67.40 FF
GUARD RAIL
-----.-.---....._... ___. -EDGE OF PAVEMENT
--.-------------.----.--.-.-- 265--.-------.-----------.--
F.M. 60 - UNIVERS17Y DR.
150' R.O.W.
• A PRE-BENT TRANSVERSE BAR MAY BE USED 7wP-284e05L --,--
14 BAR 0 36' C/C . . . . •. . . • . •EXIST GUARD RAIL ----- ------ 265 OF PAVEMENT --
MN
/------- -----_ 284 ----------- --- ----- 264----------�-_-
'�---._ --------------- ------------- 263
• : -263 --
FLOODWAY AR-------------262-------------------------262---------------_.-.--lc��\\�wT.zw
BAR A ZONE "Ar --------------------------_----------- 261Z61
CURB REINFORCING DETAIL —_—___ 259 ------- 26G ----------------------_TIE IN2To EXIST 16" --—
SCARE: NONE .i NSTALL \
TIE IN TO IXI
TAPPING -
PING -
CURB REINFORCEMENT --------
CONCRETE PAVING i \�--- �rx WS 1 -FIRE HYDRANT ------ TION\ --------- WSLIR�E�HYDPA2ALM
TER LINE
SEE
DETAIL FOR
VE
18"X6
7 SLEEVE AN _
[ COLLEGE STA -245.00'
// X _ PIPELINE IS.
N 51°28'31" E
'4 REBAR O 1Y O.EW.
I
CITY OF COLLEGE STATION
EXIST. 20' WIDE EASEMENT
-- - - . . . 419/490
I
B' THICK COMPACTED •� /
NOTE LIME TREATED SUBGRADE
PAVEMENT JOINONG WILL BE PER THE CITY •I
OF COLLEGE STATION STANDARD DETAILS. . . . . . . 1
PAVEMENT SECTIONDN.�
IF,
• ° <IL APPROXIMATE
•..•. •. .)rLOCAnON OF
FLOODPLAIN
6'X6' TIMI
1 ' FROM SETBACK
Ix
VOPUE
1 1 MSL
II
it
11
II
II
LANDSCAPE WALL /
# . . . . . . /
1N
1 /
\0:,.....'•
•.•.••.
BICYCLE RACK DETAIL N/F
SCALE NONE M.J. TALK
CALLED 16.94 ACRES
2313/152
s • •
CURRENTLY• ZONED "R-1"
WATER AND SANITARY SEWER LEGEND:_
MIN. WATER DEMAND 2.5 gpm' ' ' ' ' '
MAX. WATER DEMAND 38 gpm •••••••,•••••,'_•, •.
AVE. WATER DEMAND 7.25 9PD'f . . . .. . . . .
MAX. SEWER LOADING 38 gpm :.:.:.:.:.:.:.:... .
. . . . . . . . . . . . .i
SITE SYNOPSIS:
No. OF BUILDINGS
I
I6" W/L3
TO BE CONSTRUCTED:
1
PROPOSED USE OF
(PROP PUE
BUILDING:
COMMERCIAL/OFFICE
GROSS BUILDING AREA:
12,007 SF
MAX. BUILDING HEIGHT:
20 Feet
PARCEL SIZE:
1.371 Acres
PARKING AREA:
21,700 SF
PARKING REQUIRED: 19,007
SF/250 SF = 49 SPACES
--275--
49 TOTAL
PARKING PROVIDED: 50
PROP. STD. SPACES
1
PROP. STD. ACCESS SPACE
2
PROP VAN ACGESS SPACES
53
TOTAL
PRO
I
I6" W/L3
-X-
FENCE
0
(PROP PUE
PROP I
METER V
FLOW P
3
RIRIGATION
ITH BACK
REVENTER
FIRE
I�I
I
I
/------ 257
W—W—W—" =' 4 W W�f-W—IV�-
\1 SEE WATER
j�-15' PUE EXIST. 18" WATER UNE - LINE DTL
�_.. 257
�--259".�Y59'�` --- c -261-
1
61-
260_ - _-•--'-'-"-... .__......<w.=..._e:�'x;:.
PROP. 9'x6' -
BIKE RACK
IkPROP. 5-
m
I SIDEWALK WIDE
PROP. AMBULATORY \ \ � 1 I
RAMP (NP) PROPOSED BUILDING
FF=263.50 - 262 -
\ 57' x 209.5'
\ \ t
P. 64 LF. OF 24" RCP
ART ® 1.07 SLOPE
SAFETY END TREATMENT
- 265 -----------
%WSCH oast. PJNf.
TP-2w.so
x / R=25.0' -
TP -264A4
-
261 - ir-------
IR59 -/--i"-'-----
1
---
�Ij,
, vl,.z36ao
:~ 258
DRIVEWAY
THROAT
LENGTH=102'
VICINITY MAP
SCALE : NONE
i- vi—w- WW-
I6w TIMBER
LANDSCAPE WALL
\ \ PROP. MONUMENT
SIGN
15' REAR SETBACK
— -
-`-
LS 51°28'31" wi I \ \ I _ - 2
1
PROP WATER
SERVICE LINE DRAIEASEMENT
LINE DETAIL
?{ ? N \
\ 262
TfY263.i1 1 O'
f
IN,
PROP. 1" WATER f'
SERVICE LINE
fl
1
t
7.5' PUE
15' PUE 15.0' PUE
i
1 /
\ I
\ 1 n
\ PRIVATE GRINDER 1 u
\ PUMP STATION /
1 /
45, 0'
I a ' 10' PUE
1
OT1
I �I LOCK 1
VETERAN'SBPARK ANDI
ATHLETIC COMPLEX
' 4168/75
I ' CURRENTLY ZONED "M-1"
0 10 20 40 BO
BCAL.E 8J FEET
GENERAL NOTES:
N0 ES,:
1. P.U.E. - PUBLIC UTILITY EASEMENT.
2. BEARING SYSTEM SHOWN HEREON IS HONORING THE PIAT CALLED
BEARINGS AS SHOWN ON THE PLAT OF VETERAN'S ATHLETIC COMPLEX
RECORDER IN VOL 4168. PG. 75, AND AS MONUMENTED ON THE
GROUND.
3. FLOOD PLAIN INFORMATION TAKEN FROM FJ.R.M. MAP, COMMUNITY PANEL
NO. 48041CO142 C, DATED JULY 2, 1992.
4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O.
5. SUBJECT PROPERTY IS CURRENTLY ZONED "M-1".
6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD VERIFY THE
EXACT LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR
.AERIAL PRIOR TO CONSTRUCTION.
7. CONSTRUCT ALL CURB AS PER DETAIL STI -01 OF THE LATEST B -CS
STANDARD STREET DETAILS.
8. ALL CURB RADII IS 2 FT UNLESS OTHERWISE NOTED.
9. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FT
OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE
GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE
10. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529,
CHAPTER 6, SECTION i (B) (10) SUBSECTION 503.3 OF THE CITY OF
COLLEGE STATION CODE OF ORDINACFS.
11. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION.
12. ALL CONSTRUCTION WILL BE IN CONFORMANCE WITH BCS UNIFIED DESIGN
GUIDELINES, SPECIFICATIONS AND DETAILS, LATEST EDITION.
13. ALL SIGNS SHALL. BE PERMITTED SEPARATELY.
OM WAR
TIME
526 UNIVERSITY DR. EAST, STE 1018
COLLEGE STATION, TX
(979) 764-6000
DATE OF SUBMITTAL 05/19/2008
LEGEND
-X-
FENCE
0
EXISTING TREE TO BE REMOVED
TC
TOP OF CURB
TP
TOP OF PAVEMENT
TW
TOP OF WALKWAY
TRW
TOP OF RETAINING WALL
.PUE
PUBLIC UTILITY EASEMENT
BL
BUILDING UNE
--275--
EXISTING CONTOURS
--275--
PROPOSED CONTOURS
--GB--
GRADE BREAK
-------- FIRE LANE
0 10 20 40 BO
BCAL.E 8J FEET
GENERAL NOTES:
N0 ES,:
1. P.U.E. - PUBLIC UTILITY EASEMENT.
2. BEARING SYSTEM SHOWN HEREON IS HONORING THE PIAT CALLED
BEARINGS AS SHOWN ON THE PLAT OF VETERAN'S ATHLETIC COMPLEX
RECORDER IN VOL 4168. PG. 75, AND AS MONUMENTED ON THE
GROUND.
3. FLOOD PLAIN INFORMATION TAKEN FROM FJ.R.M. MAP, COMMUNITY PANEL
NO. 48041CO142 C, DATED JULY 2, 1992.
4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O.
5. SUBJECT PROPERTY IS CURRENTLY ZONED "M-1".
6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD VERIFY THE
EXACT LOCATION OF ALL EXISTING UTILITIES, EITHER UNDERGROUND OR
.AERIAL PRIOR TO CONSTRUCTION.
7. CONSTRUCT ALL CURB AS PER DETAIL STI -01 OF THE LATEST B -CS
STANDARD STREET DETAILS.
8. ALL CURB RADII IS 2 FT UNLESS OTHERWISE NOTED.
9. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM NEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM
ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150 FT
OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE
GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING
ARCHITECT AND SCALE TO MAINTAIN A UNIFIED APPEARANCE
10. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529,
CHAPTER 6, SECTION i (B) (10) SUBSECTION 503.3 OF THE CITY OF
COLLEGE STATION CODE OF ORDINACFS.
11. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE
ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
CONSTRUCTION.
12. ALL CONSTRUCTION WILL BE IN CONFORMANCE WITH BCS UNIFIED DESIGN
GUIDELINES, SPECIFICATIONS AND DETAILS, LATEST EDITION.
13. ALL SIGNS SHALL. BE PERMITTED SEPARATELY.
OM WAR
TIME
526 UNIVERSITY DR. EAST, STE 1018
COLLEGE STATION, TX
(979) 764-6000
DATE OF SUBMITTAL 05/19/2008
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