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. I ALINNI ADDITION 1.75 AC, R, STP-,/ENSON UEAGUE A54
- . . - COLLEGE STATION, BRAZOS COUNTY, TEXAS
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� I AIM INVESTMENTS THREE, INC.
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I I HOUSTON, TEXAS, 77084. 281 -647098I
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TO CITY OF COLLEGE STATION
TO CITY OF BRYAN
PROJECT LOCATION
1.75 ACRES
t
TO CITY OF NAVASOTA
VICINffY MAP
NOT TO SCALE
ALAM ADDITION 1.75 AC. R. STEVENSON LEAGUE A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
APPi ICAW:
OWNER /DEVELOPER:
AIM INVESTMENTS THREE, INC.
MR. MARCEL MEIJER
16225 PARK TEN PLACE, STE. 100
HOUSTON, TEXAS, 77084. 281 - 647 -0981
FAX: 281- 492 -2554
AR CT
OWNER /AGENT:
INTERPLAN ARCHITECETS, INC.
MR. MARCEL MEIJER, REGISTERED ARCHITECT
16225 PARK TEN PLACE, STE. 100
HOUSTON, TEXAS, 77084. 281- 492 -2206
FAX: 281 - 492 -2554
ENGINE
PLEDGER KALKOMEY INC.
MR, CHARLES KALKOMEY, P.E.
1815 MONS AVENUE
ROSENBERG, TEXAS, 77471. 281- 342 -2033
FAX: 281 - 232 -9909
PAVING ICAT
TECHNICAL STANDARDS
1. 5' / /OR 8" AS INDICATED ON PLANS, THICK REINFORCED POURED IN PLACE
CONCRETE PAVING SURFACE WITH LONGITUDINAL COLD KEY JOINTS 20' O.C.
MAX. W WET PRESSED CONTROL JOINTS 20' O.C. MAX. OVER 95%
STANDARD PROCTOR COMPACTED 6" SUBSOIL BASE OR AS RECOMMENDED BY
SOIL ENGINEER. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF
3000 PSI MINIMUM AT 28 DAY'S. ALL CONCRETE SHALL BE PRODUCED WITH A
MINIMUM CEMENT CONTENT OF 520 LBS. PER CUBIC YARD (5.5 U.S. BAGS).
ALL CONCRETE SHALL BE PRODUCED WITH AN ENTRAINED AIR CONTENT OF 4%
BY VOLUME. ALL CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO
OF 0.53, (6.0 GAL. /BAG.). THE MAXIMUM ALLOWABLE CONCRETE SLUMP SHALL
BE 4 INCHES. PARKING AND DRIVE AREAS TO BE REINFORCED WITH #4 BARS
AT 16" O.C. EACH DIRECTION. EXPANSION JOINTS SHALL BE PLACED AT A
MAXIMUM DISTANCE OF 40' -0" 0C.. PLACE NO. 4 REBARS AT 12" O.C. FOR
8" PAVEMENT INDICATED BY PLANS. SAME FOR PAVEMENT OVER UNDERGROUND
TANKS.
2. OWNER RESERVES THE RIGHT TO REOUEST A COMPACTION TEST AND /OR A CORE
SAMPLE. IF TEST PROVE CORRECT, PER ABOVE REFERENCED SPECIFICATIONS,
TEST WILL BE AT THE EXPENSE OF THW OWNER. OTHERWISE, CONCRETE
CONTRACTOR SHALL BE CHARGED FOR TEST AND BE LIABLE FOR ANY AND /OR
REPLACEMENT OF THE PAVING AREA.
3. CONCRETE WALKS TO CONSIST OF 4 INCHES OF 3000 PSI CONCRETE REINFORCE
ED WITH 6x6 10/10 WWM OVER 2" SAND LEVELING BED (REFER TO NOTES ON
SUB GRADE PREPARATION)
4, CONCRETE WALK TOOLED CONTROL JOINTS TO OCCUR AT 5' -0" O.C.
NOTE: CONTRACTOR TO ROUGH GRADE ENTIRE SITE AND HAVE
OWNER /ARCHITECT APPROVAL BEFORE COMMENCEMENT OF ANY
PAVING WORK. REFER TO SURVEY DOCUMENT FOR EXISTING
CONDITIONS.
n 0
R°j + INDICATES EXISTING ELEVATION AS PER SURVEY
XXX.XX INDICATES NEW ELEVATION OF TOP OF PAVEMENT
1 TO BE CONSTRUCTED (TYPICAL)
NOTES:
a 6" CONCRETE PAVEMENT OVER ENTIRE SITE UNLESS
NOTED OTHERWISE.
REFER: PAVING SPECIFICATIONS.
8' CONCRETE PAVEMENT OVER UNDERGROUND
TANKS.
REFER: PAVING SPECIFICATIONS
3 5" CONCRETE PAVEMENT IN THIS PARKING AREA
< REFER: PAVING SPECIFICATIONS
® 6' BOLLARD PAINTED (TYP.)
TC H
EXISTING 9' -0" X 3' -6"
BOX DR 1NAGE CONCRETE CUL
Exl_;?tNG
OUTFLOW WING WALL
FL: 291 58
FLOW
FL: 291.6C
PROPOSED EXISTING
S.E.T.
POWER F
6:1
RE: 20/CC7
4 II I
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it
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PROPOSED
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`1
97
96
1
4
i
3
REMAINDER OF CALLED
111.6 ACRES TRACT
MARSH - REEVES ESTATE
509/188 ZONED C -1
GENERAL COMMERCIAL
OF C- STORE, ISLANDS 7/8 AND MONUMENT SIGN
EXISTING 15' SAN.SWR. EASEMENT
3596/45 O.R.B.C.T. �\
EX. 6" PVC SANITARY
SEWER @ 1.0% \
EX. SEWER MANHOLE - 7 \
FL. EL.EV 285.24
TOP OF MH 295.20
N 42°57'17" E 300 26' / - ---- � - - - - --
I
7.5' BU I LD ING SETBACK LINE
r u 296.35 _I 296.25 - 96_2 a
' I - 35 311. 33 2 31 30
(296.0 O> DETENTION POND
I 296.00) --
y 296.25
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296.6 -
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m
7;61111 - 96 295.00? ^95.25 296.60 �. , �� _ 9 0) 296 60 2 ^T Q (296 5� t _ i
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FINISH FLOOR ELEVATION X297 ) •� 1 l �.
r
' 2y6 5o r .25)
I _ _
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3 „ 297,25 1 (
2 - 16 �f (297.2_,) - - - - -- ' "
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\ 1 I 296.00 (296.25 a lid A:.EIA�.3.�)cJ dY I
296.5 15 14 I GROSS AREA GROSS AREA 3,541 SQ. FT. I I (?95 40`
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29
agg S . t+ U i E, 100 �
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1 1000 SQ. FT.
,, OF BUILDING AND CANOPY I -
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05 -17 -01
PRELIMINARY SITE PLAN
SCOPE OF
THE DOCUMENT
This drawing indicates the general scope
1
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I
11
1
I f
electrical systems. As scope documents,
j
1 cis
i
p
On the basis of the general scope in-
dicated or described, the contractor shall
furnish oll stems required for the proper
execution and completion of the work.
These drawings sholl not be used for cons-
truction unless DATED and noted as
ISSUED FOR CONSTRUCTION WORK.
296,65 296 55)9F.45) 296 35� (�a6 5i X 216 1
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(297.2 CANOPY , ---
'.97.00 296 70) (2 r5; 2'90 `,5) (���9 .4
14
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S I
6" TEMPORARY
r _
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S9 (296.60) (296.50) 0 Zt�96 40) (296.30) (296 20) ` 296.2
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/ - - (297.00 - T -
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24' -0' LANDSCAPE RESERVE
PP
9 7 -
r
S 442 ° 57' 1 7" W 1 98.89' PROPOSED 4' - -0' CONCRETE
� PIP ` ENTRY RIVEWAY
1_ ,
TAPERED EDGE
OF 6" CONCRETE CUR P ` '-EXISTING CONCRETE
WING WALL TO REMAIN
FL 290.53
n Iq
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V CHAR a. KALKOMEY;
46208
o�
DRAWINGS I SSUED FO R:
05 -17 -01
PRELIMINARY SITE PLAN
SCOPE OF
THE DOCUMENT
This drawing indicates the general scope
of the project in terms of architectural
design concept, the dimensions of the
building, the major architectural elements
and the type of structural, mechanical
electrical systems. As scope documents,
the drawings do not necessarily indicate
or describe all work required for full per-
formance and completion of the re-
quirements of the Contract Documents.
On the basis of the general scope in-
dicated or described, the contractor shall
furnish oll stems required for the proper
execution and completion of the work.
These drawings sholl not be used for cons-
truction unless DATED and noted as
ISSUED FOR CONSTRUCTION WORK.
The Information, details and drowings shown
by this document con not be reproduced, copied
or photocopied in a similar manner without the
expressed written r_onsent from the owner
tf�TERPLAf -I ARCHITECTS, INC.
REVISIONS
N0,
DATE
DESCRIPTION
DRAWN BY: CHECKED BY: DATE
SHEET TITLE
PAVE
me remnm
DRAWING NUMBER SHEET N0.
0 2
r ,
P�
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7 ��
r
6
TO CITY OF COLLEGE STATION
1 *0 CITY OF BRYAN
�O
P-ROJE CT L00,ATION ,
'1 ; 75 ACRE;'
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PLEDGER KAL:KLZ 41: rf !NIC I
MR: <:`.F•I,ATX�.L�' 14AL.ht�h�lla`, I�. �. i
181 5 MON!'S :AVENUE.
0as ENREIR4, TEXAS XAS "i 7 `r 281 - 34
i FAX: 2 I , _-232 990Q !f
GEWRAL i
NOTES
EXXON Rl7AC) `SIGN AND RA' f: AR' L ? i lE SIC N 0NTRA: TC }! : R F T FC ?t A f
CONDUIT AND WIRING ARE Cal THE GENERAL CONTRACTOR. TOR. SIGN CONTRACTOF f
IS REST CINSIBLE TO COMPLI AND TO CONFORM WITH THE SOILS REPOR1
RECOMMENCA71ON FOR THIS PARTICULAR SITE.
�. BASES, ANCHOR BOLTS. CONS >U!T, AND WIRING FOR ALL C 11lER SI:•NS ARE R1
THE GENERAL CONTRACTOR
3 PROPOSED LITILITIES ARE SHOWN iN SCHEMATIC ONLY EXACT LOCATION SHALL
BE DETERMINED BY GENERAL CONTRACTOR FOR MOST ECONOM!CAL INSTALLATION.
4 THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO
TO DETERMINE EXACT POINTS OF SERVICE CONNECTION AT EXISTING SITE
UTILIIIES. REFER TO THE BUILDING ELECTRICAL AND PLUMBING SHEETS FOR
UTILITY SERVICE ENTRANCE LOCATION, SIZE, AND CIRCUITING.
5, ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE
VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK
6. FINISH WALK AND CURBS ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT
ELEVATION SHOWN.
m 7. ALL LANDSCAPED AREAS SHALL BE ROUGH GRADED TO 3" BELOW TOP OF ALL
WALKS, CURBS, AND PAVEMENT WITHOUT CURB. FINISH GRADING, LANDSCAPING
AND SPRINKLER SYSTEM (IF APPLICABLE), ARE BY THE OWNER.
S. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORI
RECOMMENDATIONS FOR THIS PARTICULAR SITE
9. STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION APPROVED
STRIPING SHALL BE USED WHEREVER INDICATED,
10, THE GENERAL CONTRACTOR SHALL RUN A ROTO — ROOTER THROUGH SEWER LINES
THAT CONNECT TO A CITY MAIN PRIOR TO OPENING DAY.
11. ALL DIMENSIONS SHOWN ARE FROM FACE TO FACE OF CURB UNLESS SHOWN
OTHERWISE.
12. ALL CURBS AND WALKS ARE TO HAVE EXPANSION JOINTS EVER 20' -0" MAXIMUM.
13. CONTRACTOR TO ERECT ORANGE CONSTRUCTION FENCING AROUND ALL EXISTING
LANDSCAPING AND TREES (OUT TO THE DRIP LINE). THIS FENCING MUST BE
INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND MUST BE MAINTAINED
PRIOR TO COMMENCING CONSTRUCTION AND MUST BE
FOR THE DURATION OF CONSTRUCTION.
14. CONTRACTOR. TO COORDINATE ALL WORK. OUTSIDE THE PROPERTY LINES WITH
ADJACENT PROPERTY OWNER
KEYED PLAN NOTES
0 INLET TYPE A 21 LF 15" SDR 35
TG: 295.25 ASTM #3034 AT MIN.
FL: 292.75 1.00% SLOPE
O 30 "X30" INLET 25 LF 10" SDR 35
TG: 294.75 ASTM #3034 AT MIN.
FL: 291.75 S 1.00% SLOPE
FL: 291.50 N
r�D 6" SCHED. 40 PVC ROOF
�A 188 LF 12" SDR 35 GUTTER/DRAIN COLLECTOR
ASTM #3034 AT MIN. AT MIN. 0.60% SLOPE MIN.
0.50% SLOPE
CONTRACTOR TO PITCH ROOF
SLOPE TO LEADER BOX
Q °
l + INDICATES EXISTING ELEVATION AS PER SURVEY
XXX.XX INDICATES NEW ELEVATION OF TOP OF PAVEMENT
TO BE CONSTRUCTED (TYPICAL)
FLOOD PLAIN NOTES:
THIS TRACK LIES WITHIN ZONE "C" OF THE FLOOD INSURANCE "RATE
MAP, FIRM NO. 48041 CO205D DATED FEBRUARY 9, 2000 FOR BRAZOS
COUNTY, TEXAS
DETENTION VOLUME PROVIDED:
IN THE PAVEMENT AROUND INLET NO. 1 = 2473 CU. FT.
IN THE POND = 5569 CU. FT.
TOTOAL: 8042 CU. FT.
5 1 4
EXISTING
OUTFLOW WING WALL
FL 291.58
3
OF C— STORE, ISLANDS 7/8 AND MONUMENT SIGN
FLOW 509/188 ZONED C -1 I
i rFNFRAI COMMFRCIAL
EXISTING cI —0" X 3' -6
BOX DR NAGE CONCRETE CUU
REMAINDER OF CALLED
111.6 ACRES TRACT
MARSH - REEVES ESTATE
EXISTING 15' SAN:SWR. EASEMENT
3596/45 O.R.B.C,T.
EX. 6" PVC SANITARY
SEWER q 1.0%
EX. SEWER MANHOLE
FL: ELEV 285.24
TOP OF MW 295.20
+r
{
38� �pp g t y i3. .g R A — B
OF C— STORE, ISLANDS 7/8 AND MONUMENT SIGN
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T
-MAX. SLOPE OF FILL
3:1 (TYP.)
-6" FREEBOARD ELEVATION
ABOVE DESIGN WATER SURFACE ELEVATION
-3' -0` WALKWAY ON TOP OF BANK
ALL AROUND THE DETENTION ,POND
W /SODED GRASS SNT, AUGUSTINE
RE: 15/CO6
`,�_C) "- - -- FL: 290.50
—CONC. SLOPE PAVING
FL 291.00
NOTE' THE DETENTION POND SHOWN HEREON
IS A PRIVATE FACILITY AND WILL BE
OPERATED AND MAINTAINED BY THE OWNER
1 CONTRACTOR. TO H'rDRG MULCH ALL AROUND
/ THE DETENTION POND
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REMAINDER OF CALLED
05 -17 -01
! --
EXISTING CONCRETE
1 ACRES TRACT
WING WALL TO REMAIN
P-4 () W
F 90.53
M ARSH-- REF ESTATE
Er
5 Z QPgEi_I C - -1
UJ
! !
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1 1
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fO REMAIN
GENERAL COMMERCIAL
IL
0
293.35
of the project in terms of architectural
design concept, the dimensions of the
Uj
i
electrical systems. As scope documents,
the drawings do not necei3orily indicate
1
formance and completion of the re—
�
On the basis of the general scope in—
i
furnish all items required for the proper
I
i
1
These drawings shall not be used for cons—
i
The information, details anti drawings shown
by this document can not be reproduced, copied
or photocopied in a similar manner without the
expressed written consent from the owner
I
w
REVISIONS
r ^ q I
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� II
I 1
Li
?C
W IL _ 6.
T
-MAX. SLOPE OF FILL
3:1 (TYP.)
-6" FREEBOARD ELEVATION
ABOVE DESIGN WATER SURFACE ELEVATION
-3' -0` WALKWAY ON TOP OF BANK
ALL AROUND THE DETENTION ,POND
W /SODED GRASS SNT, AUGUSTINE
RE: 15/CO6
`,�_C) "- - -- FL: 290.50
—CONC. SLOPE PAVING
FL 291.00
NOTE' THE DETENTION POND SHOWN HEREON
IS A PRIVATE FACILITY AND WILL BE
OPERATED AND MAINTAINED BY THE OWNER
1 CONTRACTOR. TO H'rDRG MULCH ALL AROUND
/ THE DETENTION POND
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REMAINDER OF CALLED
05 -17 -01
! --
EXISTING CONCRETE
1 ACRES TRACT
WING WALL TO REMAIN
P-4 () W
F 90.53
M ARSH-- REF ESTATE
Er
5 Z QPgEi_I C - -1
EXISTING 36" RCP
! !
! I
!I
I I
I !
1 1
I I
i !
! I
fO REMAIN
GENERAL COMMERCIAL
OF
`— FL:
293.35
of the project in terms of architectural
design concept, the dimensions of the
building, the major architectural elements .
and the type of structural, mechanical
DRAWINGS IS FOR:
05 -17 -01
! --
EXISTING CONCRETE
! I
I I
WING WALL TO REMAIN
!
F 90.53
I I
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EXISTING 36" RCP
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fO REMAIN
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OF
`— FL:
293.35
DRAWINGS IS FOR:
05 -17 -01
PRELIMINARY SITE PLAN
- SCOPE
OF
THE DOCUMENT
This drawing indicates the general scope
of the project in terms of architectural
design concept, the dimensions of the
building, the major architectural elements .
and the type of structural, mechanical
electrical systems. As scope documents,
the drawings do not necei3orily indicate
or describe all work, required for full per—
formance and completion of the re—
quirements of the Contract Documents.
On the basis of the general scope in—
dicated or described, the contractor shall
furnish all items required for the proper
execution and completion of the work.
These drawings shall not be used for cons—
truction unless DATED and noted as
ISSUED FOR CONSTRUCTION WORK,.
The information, details anti drawings shown
by this document can not be reproduced, copied
or photocopied in a similar manner without the
expressed written consent from the owner
It ARCHITECTS, IIVC.
REVISIONS
NO
DATE
DE:5cRIPTION
—
DRAWN BY: CHECKED BY: DATE
SHEET TITLE
DRAINA
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6 SEMINOLE PIPELINE (CALLED AND -- -- - - _ .. .
� 16" WATER TRANSMISSION LINE (WELLBORN WATER SUPPLY
CONDUIT — ... _ ... X ______ -- X - -- X - - - _ - POWER LINE
— VERiZON UNDERGRaUND — - - - y - - OVERH D
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OWNER /AGENT:
9°
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INTERPtAN ARCHITECTS, INC.
ARCHITECT
MR. MARCEL MEIJER, REGISTERED
..�
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QD
Q
EXISTING OUTFLOW
YI I
NOT TO SCALE
N
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NOT TO SCALE
5
4
13
. :
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EXSTING 15 SAN.SWR. EASEMENT -- —�
PROJECT LOCATION
\ 1.75 ACRES q�
C)
Emil
VI MAP
NOT TO SCALE
t! "
TO CITY OF NAVASOTA
LEGAL :
ALAM ADDITION 1.75 AC, R. STEVENSON LEAGUE A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
M 7
OWNER /DEVELOPER:
AIM INVESTMENTS THREE, INC
MR. MARCEL MEIJER
16225 PARK TEN PLACE, STE. 100
HOUSTON, TEXAS, 77084. 281- 647 -098.1
FAX: 281- 492 -2554
QWNER /AGENT:
INTERPLAN ARCHITECETS, INC.
MR. MARCEL MEIJER, REGISTERED ARCHITECT
16225 PARK TEN PLACE, STE. 100
HOUSTON, TEXAS, 77084. 281 -492 -2206
FAX: 281 - 492 -2554
[#1` ''
PLEDGER KALKOMEY INC.
MR. CHARLES KALKOPMEY, P.E.
1815 MONS AVENUE
ROSENBERG, TEXAS, 77471. 281 - 342 -2033
FAX: 281- 232 -9909
PAVING E CA
TECHNICAL STANDARDS
1. 5 " /6 " /OR 8" AS INDICATED ON PLANS, THICK REINFORCED POURED IN PLACE
CONCRETE PAVING SURFACE WITH LONGITUDINAL COLD KEY JOINTS 20` O.C.
MAX. W /LATERAL WET PRESSED CONTROL JOINTS 20' O,C. MAX. OVER 95%
STANDARD PROCTOR COMPACTED 6" SUBSOIL BASE OR AS RECOMMENDED BY
SOIL ENGINEER. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF
3000 PSI MINIMUM AT 28 DAYS. ALL CONCRETE SHALL BE PRODUCED WITH A
MINIMUM CEMENT CONTENT OF 520 LBS. PER CUBIC YARD (5.5 U.S. BAGS).
ALL CONCRETE SHALL BE PRODUCED WITH AN ENTRAINED AIR CONTENT OF 4%
BY VOLUME, - ALL CONCRETE SHALL HAVE A MAXIMUM WATER /CEMENT RATIO
OF 0.53, (6.0 GAL, /BAG.), THE MAXIMUM ALLOWABLE CONCRETE SLUMP SHALL
BE 4 INCHES. PARKING AND DRIVE AREAS TO BE REINFORCED WITH #4 BARS
AT 16" O.C. EACH DIRECTION. EXPANSION JOINTS SHALL BE PLACED AT A
MAXIMUM DISTANCE OF 40' -0" O.C.'. PLACE NO. 4 REBARS AT 12" O.C. FOR
8" PAVEMENT INDICATED BY PLANS. SAME FOR PAVEMENT OVER UNDERGROUND
TANKS,
2. OWNER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND /OR A COPE
SAMPLE. IF TEST PROVE CORRECT, PER ABOVE REFERENCED SPECIFICATIONS,
TEST WILL BE AT THE EXPENSE OF THW OWNER. OTHERWISE, CONCRETE
CONTRACTOR SHALL BE CHARGED FOR TEST AND BE LIABLE FOR ANY AND /OR
REPLACEMENT OF THE PAVING AREA.
3. CONCRETE WALKS TO CONSIST OF 4 INCHES OF 3000 PSI CONCRETE REINFORCE
ED WITH 6x6 10/10 WWM OVER 2" SAND LEVELING BED (REFER TO NOTES ON
SUB GRADE PREPARATION).
4 CONCRETE WALK TOOLED CONTROL JOINTS TO OCCUR AT 5' -0" O.C.
I4I0TE: CONTRACTOR TO ROUGH GRADE ENTIRE SITE AND HAVE
` APPROVAL BEFORE COMMENCEMENT OF ANY
PAVING WORK. REFER TO SURVEY DOCUMENT FOR EXISTING
CONDITIONS.
o°
ti + INDICATES EXISTING ELEVATION AS PER SURVEY
rl �X.XX INDICATES NEW ELEVATION OF TOP OF PAVEMENT
TO BE CONSTRUCTED (TYPICAL)
a
NOTES:
F lt 6" CONCRETE PAVEMENT OVER ENTIRE SITE UNLESS
NOTED OTHERWISE.
REFER: PAVING SPECIFICATIONS.
t; 8" CONCRETE PAVEMENT OVER UNDERGROUND
TANKS.
REFER: PAVING SPECIFICATIONS
�> 5" CONCRETE PAVEMENT IN THIS PARKING AREA
REFER: PAVING SPECIFICATIONS
'4, 6" BOLLARD PAINTED (TYP.)
�
�.
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s�
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f
...
.��=
�
_t_EG
E STATION OUTFLOW WING WALL
,f
FL:_ 291.58 ,
'AN CONTRACTOR TO VERIFY POINT OF
CONNECTION WITH GAS CO. TO
O EXISTING 6" TXU ELECTRIC /GAS PIPELINE
Fl nw
,_
- X 3
0 A
4 G
Coss Esarr.
AC RF
EXISTING T
IN
t (� E /
\� 1 7�i :�, � _o� // � i lfl 19',
_
3596/45
EX. 6 ., P VC SANITARY
SEWER 0 1.0
O: OF C- STORE, ISLANDS 7/ AND MONUMENT I N
1 sG
t FX, -SFWFR MANHOI'F ---
a TOP OF MH: 295,20
m;=
CONTRACTOR TO COORDINATE i 1 9 j! IRRIGATION SITE PLAN �� 5 w o i i -1
1 I t If I GROSS AREA
. WITH UTILITY DEPT. OF CITY OF t 1� OQO SQ. FT.:
t � � a 1 w
COLLEGE STATION. - OF I IN , AN I
OWNER /DEVELOPER: i m 8U LU G D CANOPY ,
1
AIM INVESTMENTS T HREE ,
, IN IN C i 6" TXU ELECTR� GAS � � I
/ � t I f__._�=- _ = = = ==1 �
i��� MR. MARCEL MEIJER PIPELINE �; , I a
1'6225 PARK TEN PLACE, STE, 100 1 i + C --- ; - - --
HOUSTON, TEXAS, 77084. 281 - 647 -0981 ,,,, 1 t 11 1 t I l $
I IV