HomeMy WebLinkAboutUNDERWOOD CHEVRON DEVELOPMENT SITE PLAN15,
W y' ,
z( alim,er'�®ri�
tJn C"'wq 4� r w... �.r rime
1 r
Q I PROPOSED: - � �"
O ( NATURAL GAS LINE -
J - - --- '
z1----------------- -
h< I > A2 ---60
Wz) I _
L j C' ;DR S.S. (TAP) 6"SDR S.S.
z
.L ;0 uj
o �zl `'�
zwl
LO
I
o /1
(� a Na- _ ao
W
1
O
M
0 0 ( 1 oil
a.
� _,-j tit p 1 , z
s o: r k t w
LL
;o OD
0 r�
CM
1 /
O i I a CA
0 D
F- 1/ FL Ir d
V o I o)
_T iny Al OR
o�
_
7� TO BE PERA
SEPARATEL
Ce
EXSITING:
OVERHEAD PRIMARY
POWER LINE
' PROPOSED' P "G"
r
r-PROP.:4ft
u.. A o
; f,OVW/ f "1 .__ '"* OMM1. rl}.1 zlx ; z
LOT 4 j3A! I
„ r. ., q . .. n.... n.._ .. ....., .. z
W
24' 55' j 10, 50' 60'-10
CANOPY BUILDING o
0
10' BLDG3. LINELU
S 86'54'10" W 254.871MONSOON!
4
: 120LF-12"ADS'Cc?0.30% -TIN
- -- ---
�JI 10 B G LINE o --- -:--
_. _ •..- - - . �.. - _• ^,^"" - ... - 15"ADS @ 0.22%
o
4� -- --ice -- - ��---�•��4-- '., �T'y
_ 10 , DS Q 0. 8% :ti GAS METER 4'
- -
ff
u-) r r VSDRS.S. 4"SORSS.
I I c, Ir I'•- 2
N I' I GREASE - �» 0 750 G.-jip '
" GR.TRPCO
.,
I 11 a PROPOSED „� (�j� r
I r r = r -- 1, F7 5 to
L IIM a ; CHEVR� N „@
I "d .1..." 31600 Sq.Ft. °t z ((o W
�• I a 19' s I I (1 Story Bldcl•) iI ¢ A
o, � b
�• I ' I Q TYF-L_-`9 (100% MASONRY 8 GLASS m
I O
> b i FIN. FLOOR = 29.10 ) 3 z I I -� C
p rL 1/ 7 h_ I-i - 0 p ONO N ; y en
en
u l I O - m- • I �� ,1
G I S I L•'- Q t-p ',
0 , r 3 �z „
- I U*j a I
-I A SANITARY '�" 11 ' / ®• .�.
zo
I Off zo
C 4
EEJBI
_ 11 r 1 W
LMG
4'
_-. --- C1
q
--
e
TED
dPROP.: UNDER ROUND
�. ELECTRIC TO BINI`DING
A• -- EXIST.: POWER POL
:;. rHP.--
1 g.
��• ' ��\. ;� ,,. ... yr F• r . 23', ir I' a7 -I \ PROPO..S.:.. ED:
FIRE LANE o
S 86054'10" 1i TP2825
0
z
0
z
O
z
LU
u
VA
N
W
E
EXISTING: \,_ r,_I_,_: _: - �;--'--�-'
WHEELCHAIR AMP EXISTING: _ __=
AVOBEGROUND w/TRUNCATE DOMES UGTRAFFIC IEXISTING-121nchj RI 5' PROPOSED: R15' PR P.60LF 24 CP
SIGNAL CABINET -SIGNAL Box i WATER LINE I FIRE LANE -j
- --------'-- ----- PRODOSE 35FT. CONC. DRIV WAY PROP: 2" Water Ln. PRO OSE 35FT. CONC. RIV WAY
PROP: 1" Irrigation Ln.
20' 29
[�--EXISTING: OH TRAFFIC SIGNAL i i TYP. (F.L.) (2) SHUT-OFF VALVE-= TYP. (F.L•)
I I BACK FLOW PREY. (RPZ)
= EXISTING: TRAFFIC
DEtECTOR LOOP
I I 2" Wtr.Mtr. (C-Store)=-''
I I 1" Wtr.Mtr. (Irrigation)
82-10" i 3695' 36' 20'
CV]OG 09 d 939y �s
L--- EXISTING: 15 Inch. _
SANITARY SEWER (R, O.W. VARIES)
DENOTES SURFACE OUTFLOW DIRECTION
EXISTING: OH TRAFFIC SIGNAL
EXISTING: Fire Hydrant
BC..... BOTTOM OF CURB
TC..............TOP OF CURB
UNDERWOOD CHEVRON
Z TG............ TOP OF GRATE
TP..... TOP OF PAVEMENT
FF........ FINISHED FLOOR
FG....... FINISHED GRADE 13 69 UNDERWOOD ROAD
FL .................. FLOWLINE
=5.55 = EXISTING GRADES
X 55.55 = PROPOSED GRADES
GRAPHIC SCALE
LA PORT]E, TEXAS 77571
• ,
5 YEAR FREQUENCY CALCULATIONS TABLE
FROM
TO
INLET
Area
TOTAL
Area
C
INLET
C x A
INLET
TIC
INLET
Intensity
INLET
Q
TOTAL Q
(SUMMATION)
PIPE
SIZE!
n
Roughness
SLOPE
inlet
inlet
acres
acres
inlet
in/hr
cfs
cfs
inches
%
Al
A2
0.150
0.150
0.632
0.09
22.16
4.60
0.436
0.436
10" AIDS
0.11
0.38
A2
B2
0.090
0.240
0.713
1 0.06
21.54
4.66
0.299
0.735
1 WADS
0.11
0.38
131
B2
0.180
0.180
0.750
0.14
22.39
4.58
0.618
0.618
10" ADS
0.11
0.38
132
C2
0.100
0.520
0.746
0.07
21.67
4.65
0.347
1.700
12" AIDS
0.11
0.30
C 1
C2
0.179
0.179
0.649
0.12
22.39
4.58
0.532
0.532
10" AIDS
0.11
0.38
C2
DIET. POND
1 0.221
1 0.920
1 0.463
1 0.10
22.67
1 4.55
1 0.466
2.698
15" ADS
0.11
0.22
LAND USE ANALYSIS VICINITY MAP - KEY MAP Pgo 539 S
PROPERTY ZONE GC
tzi,,��,,
TOTAL AREA ................................. 40,000 S.F. iathSt ~T MAX. COVERAGE tai k
BY ORDINACE 40%.............16,000 S.F. ,
AREA COVERED ........................ 3,600 S.F.s'
.........................................................
PARKING ANALYSIS
BUILDING AREA...............................3,600 S.F. " IpeatSao* Ch .
REQ. 4 + 4 PER 1,000 SF........ 18 CARS
SPACES PROVIDED ...................... 18 CARS
REQ. 1 H/C SPACE....................1 SPACE
H/C SPACE PROVIDED ................ 1 SPACE
SE Ayonuav .: N+DBt
. ...... ...... ... .......................................... LP?nax LANDSCAPE ANALYSIS Q�r
TOTAL LAND..................................40, 000 SF. N L St Lomax
LESS AREA UNDER ROOF ............. <3, 600 SF.> Pdtsadcna Blvdvx; A
BALANCE AREA..............................36,400 SF.
0
6/ LANDSCAPE REQUIRED .............. 2,184 SF
LANDSCAPE PROVIDED ................... 10,715' SF dw ".. ; N ti St
OR 29%
...................
61IVNEDAND DEVELOPED BY BENCHMARK
LANDSCAPE NOTES MERIDLANPROPERTY, LLC CITY of La PORTE MARKER #98
3110NORTHFRYROAD SURVEYMARKER: D14-02
1. SHRUBBS - WAXLEAF LIGUSTRUM KATY, TEXAS 77449 ELEVATION:23.0.1
2. TREES - LIVE OAK AND/OR CRAPE MYRTLE
LEGAL DESCRIPTION ZONING
3. NON -SPECIFIED AREA SHALL BE GRASS GREEN CREST COMMERCIAL GENERAL COMMERCIAL
(SEED OR SOD) LOT 2, BLOCK 1 (GC)
HCAD No. 130 - 472 - 001- 0002
LANDSCAPE LEGEND : FLOOD STATEMENT
'_)-SHRUBBERY: WAXLEAF LIGUSTRUM This tract is in Flood Zone SHADED ZONE and not within the 100 year Flood
( 144 TOTAL) Plain according to the FEMA Map # 48201CO940L, Dated June 18, 2007.
DE39 -EXTERIOR AREA LIGHTING
-TREES: LIVE OAK CITY APPROVMGAUTHORITYCERTIFICATE
8 TOTAL @ 2 in. CALIPER MIN. This is to certify that the City of La Porte, Texas has approved this site plan and
(TYPICAL BACK OF PROPERTY) development of UNDERWOOD CHEVRON in conformance with the ordinances
of the City of Porte.
TREES: CRAPEMYRTLE
10 TOTAL @ 2 in. CALIPER MIN.Mkwmb
(TYPICAL ALONGSIDE ROADS By:
& UNDER POWER LINES) Director, g
PlanninDepartment
.................................................
SITE PLANACCURACYCERTIFICATE
PAVING SPECIFICATIONS I, JORGE L. TREVISO, P.E., am registered under the laws of the State of Texas
to practice the profession of engineeringor sure and hereby c that
P P ( surveying) Y certify •
l . ALL CONCRETE PAVING TO BE 3,000 P.S.I. 5 SACK above Plat or Site Plan is true and correct; and that all bearings, angles, curve
MIX WITH V TO 5" SLUMP. radiuses, and central angles are accurately shown on the Plat.
2. APPROACHES TO MEET APPLICABLE CITY,
COUNTY, AND STATE SPECS.
4.5
'
3. CAR PAVING TO BE 5" THICK WITH #3's @ 16" ON : Print Name
CENTER EACH WAY, WITH SEALED TREATED Texas Registration No.: TX--10510
EXPANSION JOINTS TO BE 60' O.C.E.W. MAX. AND
.....................................................................:
SAW CONTROL JOINTS TO BE 20'-0" ON CENTER
EACH WAY MAX. NOTES
4. TANK FIELD COVER (MIN. 1,300 Sq. Ft.) TO BE 8" 1. SIDEWALK, DRIVEWAY, CURB & GUTTER AND GRADE SHALL BE
THICK WITH #4's @ 1 Z-0" ON CENTER EACH WAY. CONSTRUCTED IN ACCORDANCE OF THE CITY OF LA PORTE, TEXAS
SPECIFICATIONS.
2. SIDEWALKS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT
DRAINAGE CALCULATIONS CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 4" THICK, 4'4'
MINIMUM WIDTH, AND BE REINFORCED WITH #3's @ 1W EACH WAY
OR 6" x &'- W 2.9 x W 2.9 WELDED WIRE FABRIC.
EXISTING: = 0.92 ACRES (UNIMPROVED)
3. DRIVEWAYS SHALL BE CONSTRUCTED WITH PORTLAND CEMENT
PROPOSED: = 0.74 ACRES (IMPERVIOUS) CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 6" THICK, FROM
= 0.18 ACRES (PERVIOUS) CURB TO PROPERTY LINE AND BE REINFORCED WITH A MINIMUM OF
= 0.92 ACRES TOTAL #3's @ 12' EACH WAY (16" MINIMUM LENGTH OF LAP) OR #4's @ 2,V
EACH WAY (22' MINIMUM LENGTH OF LAP).
Tc = 1OA0•t7e1 + 15 = 24.85 MINUTES
4. ONE -INCH BOARD EXPANSION NON -EXTRUDING PREFORMED JOINT;
I5YR = (d +bTc)e = 4.37 AT INTERVALS OF 36 FT. (MAXIMUM) THROUGHOUT ENTIRE LENGTH
OF SIDEWALKS, WHERE NEW WALK MEETS OLD WALK AND/OR NEW
(b= 84.14) (d= 17.8) (e= 0.7881) DRIVEWAY.
5YEAR = C I A 5. ONE -INCH BOARD EXPANSION NON -EXTRUDING PREFORMED JOINT,
= (C)0.638 (I5YR)4.37 (A)0.92 BETWEEN SIDEWALK AND CURB, AROUND FIRE HYDRANTS AND
= 2.566 CFS < 3.98 CFS (ALLOWABLE) UTILITY POLES.
PER DRAINAGE CALCS. PREPARED FOR DETENTION
FACILITY BY CAL CONCEPTS, DATED NOV. 2007 6. CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY
SPECIFICATIONS.
.............................................................................................................................I.........:
DRA
DRAINAGE SCHEDULE
LOCATION
FLOW LINE
TOP OF GRADE
Al
24.84
27.50
A2
24.40
27.50
B 1
24.53
27.65
B2
24.09
27.65
C1
24.21
27.90
C2
23.64
27.75
DET. POND
23.50
�I
QAGE AREAS
PIPE SIZE COMPUTATION
PIPES
AREA ACRES
PIPE SIZE & DROP REQ.
Al A2
0.150
85 LF _ 10" ADS @ 0.38%
A2 - B3
0.240
60 LF -- 10" ADS @ 0.38%
B 1 - B2
0.180
85 LF -- 10" ADS @ 0.38%
B2 - C2
0.520
120 LF - I Z' ADS @ 0.30%
C1 -C2
0.179
110 LF - I WADS @ 0.38%
C2 - DIET. POND
0.920
65 LF -- 15" ADS @ 0.22%
RSNEROS
DESIGN
GROUP
2501 W 11 th St
HOUSTON, TX
77008
OFFICE:
713. 524. 2880
FAX:
713. 524. 9803
eMAIL:
cismiros @
cis -a iS.COM
S Slite
+�
964 6
•8.0 �O� '
JORGE L. TREVINO, P.E.
JL Trevino & Assoc.
TX F-10510
9800 Northwest Fwl 508
Houston, TX 77092 - (281)433 t1688
Ir
M/
h
hZ
0
X
>w L
W
E� W
=0F
L
O n
■ z
0
09 W
002
0L
9 Z0 O
�oCJ
WW
a a >
Z�W
M
v r
w
In.
O
m
REVISIONS & DATE
1) 11/12/2010
2) 12/08/2010
3) 12/30/2010
4) 02/02/2011
5) 05/09/2011
DRAWN BY:
H6ctor Flores
DATE:
Nov.. 1st, 2040
SCALE:
1" = 209
SHEET NO:
30E4
LLI
Ljj
2 Q
n
LL1
(n
/
_J
0
/
LE1
y 3
U -0
Q
a J
Z 1-
-1
a 3
w
Q
in Z
O
LJ o_
0_ LE1
O �
n
Q X
-1 3�
r) O
O I-
N X
a��
I_ a- LL1
to
< (I I
N X
O
)
0)m�
O
O v X
N
i
QL_-0
Q Q Z3
� / U
OWNERS CERTIFICATE
We, The La Porte Independent School District, as Owners of the 35.461 tract
described in the above and foregoing site plan of New Operations Center and
Agriculture Science Facility do hereby establish said development of said
property according to all lines, dedications, restrictions and notations on said
site plan. We further certify that all improvements shown on said site plan -
shall be constructed in the locations shown.
IN TESTIMONY WHEREOF, THE LA PORTE INDEPENDENT SCHOOL DISTRICT has
caused these presents to be signed by Kathy Green, its President of the
Board of Trustee's there unto authorized, attested by its Secretary of the
Board o �jrustee's, Ja es "ill' ,$Head and its common seal here unto affixed
this t1oy of " , b(�
La P rtIs
Independit School District
By:
a E'�/ �`
Kathy Green, President Board of Trustees
James "Bill" Sneed, Secretary Board of Trustees
SENS ROAD
(WIDTH VARIES)
0
m
BAR cA2aCOP
PARRT C. 'Gum
AND w
eeNNA LL 1p0A5
N.ccf. Nn. uPnmP
,a¢ x M' VACT
GGGDM wEsreNCREr,
mus
H FGF. Nn 2W]W20L',
MAU 3
BAPAY G ,Peas
N.GfS. NOA X514,]] k
n7]9E3
CITY APPROVING AUTHORITY CERTIFICATE
This is to certify that the City Planning and Zoning Commission of the City of La Porte, Texas
has approved this site plan and development of New Operations Center and Agriculture Science
Facility in conformance with the laws of the State of Texas and the ordinances of the City of La
Porte.
ATTEST:
BY: Qii Alkdk
La Porte City/ Engineer
ATTEST:
By:
Secre ary, La Porte Planning and
Zoning Commission
CI4Fp 2 ACRES
CCUNeS
xD AI
PE.4IPKF w. eamos
KL 2Je4. PG. 167, x.anR.
By:
Chairman, La Porte Planning and Zoning Commission
CALLED 2 MISS
A L DIUGLS
It
EN IMCGS
KL 7244 PG 30. N.C.D.R.
1RACfE YRA[il
DOM HALM. " i iA"£D , ANE
AND WIM R{oFRI NgyM: P
.iANEf NGUM AND wM
N C.CF, Np Y409700 JAM7I 014
Ne, Y40000
SITE PLAN FINAL SURVEY CERTIFICATE
1, Andrew P. McConnell, registered under the laws of the State of Texas to
practice the profession of land surveying, do hereby certify that this site plan
accurately represents the results of a survey performed under my supervision
and that all boundary corners, single points and points of curve have been, or
will be, marked with five -eights inch iron rods not less than thirty (30) inches
in length and that this site plan complies with the requirements as specified in
the City of Lo Porte Development Ordinance.
Andrew P. McConnell
Texas Registration No. 5651
f-
LLI
LLI
ry
N O
J Of
0
Of
O
Z
217.9 % 4GV MAU
C. BRYAN MMAY
"w w
EU1 IL P...
RaQf. Na RN4437
ASPHALT
N 86'54'53" E 2 7.80'
20' PP.L
I ( I
CALLED 2.00 ACRES
LA PORTE INDEPENDENT
SCHOOL DISTRICT
io H.C.C.F. No. 200804396951mnD,n
HCAD NO. 040-179-000-001 D,wro R. . D
Q, ( I H.CC6 Na U9}SSW I
M Z
0I<
ILIin nI
O
01
O (m Z I to M
Z I= w 3
80 0 40 so
SCALE: 1"= 80'
VXXM Li P
KEY MAP, 54M
_ =-N
"OM
PAY
BROOKS & SPARKS INC.
CONSULTING ENGINEERING
21020 PARK ROW PHONE. (281) 578-9595
KATY TX. 77449 FAX. (281) 578-9686
SURVEYOR'S NOTES:
PROJWr
LOCATM
1. THE BEARINGS SHOWN HEREON ARE BASED
ON THE NORTH LINE OF THE SUBJECT DEED
RECORDED UNDER H.C.C.F. No. 20080439692.
2. ACCORDING TO F.I.R.M. MAP NO.
48201CO945L (COMMUNITY -PANEL NO.
4854870945L), MAP REVISED DATE: JUNE 18,
2007. THE SUBJECT PROPERTY LIES WITHIN
THE AREAS DESIGNATED AS ZONE "X"
UNSHADED. DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD; AND ZONE "X"
NIMPOP AG. TRAILER ROUTE
SHADED. AREAS OF 0.2% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
BUS ROUTE
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE; AREAS PROTECTED BY LEVEES
FROM 1% ANNUAL CHANCE FLOOD.
THIS STATEMENT IS BASED ON SCALING THE
LOCATION OF THE SUBJECT TRACT ON THE
- -- -- -- ' - CITY OF LA PORTS PARKING
ABOVE REFERENCED MAP. THIS INFORMATION IS
REQUIREMENTS
TO DETERMINE FLOOD INSURANCE RATES ONLY
AND IS NOT INTENDED TO IDENTIFY SPECIFIC
ARTICLE VI CITY OF LA PORTE
FLOODING CONDITIONS.
PARKING
86'55'56" E 285.28' ORDINANCE, SECTION 106-835 3. ALL UTILITIES SHOWN HEREON ARE LOCATED
P�
FOR GOVERNMENTAL AND PUBLIC USING "APPARENT & VISIBLE" EVIDENCE BY
UTILITY
ON -SITE OBSERVATION UNLESS OTHERWISE
BUILDINGS AND OFFICE STRUCTURES.
NOTED.
OFF-STREET PARKING REQUIREMENTS:
ONE(1) SPACE PER 300 S.F. OFFICE
4. THE SUBJECT TRACT IS AFFECTED BY THE
SPACE.
CITY ORDINANCES AND ZONING REGULATIONS
47,500 S.F. OFFICE SPACE= 159
FOR DISTRICT "BI" AND "LI" OF THE CITY OF
SPACES REQUIRED.
LA PORTS, TEXAS.
235 SPACES PROVIDED (INCLUDING
o
13 ADA ACCESSIBLE SPACES)
5. THE SUBJECT TRACT MAY BE AFFECTED BY
ALL PARKING SPACES ARE 10'X18'
THE UNLOCATABLE UNOBSTRUCTED EASEMENT
°, s5
UNLESS OTHERWISE NOTED.
TO HOUSTON LIGHTING & POWER CO.
>
ACCESSIBLE PARKING SPACES SHALL
RECORDED UNDER VOL 4207 PG 171 H C D R
TRACT w
CALLED2 4551 ACRES BE 14'X20' MINIMUM.
LA PORTE INDEPENDENT m to- 2ae 6.® INDICATES RECORD UTILITIES PLOTTED
SCHOOL DISTRICT T¢ FROM MAPS PROVIDED BY AT&T TELEPHONE
H.C.C.F. No. 20080552468 �I o COMPANY.
040-171-000-0019
"' NOTE:
1. STORM WATER QUALITY MANAGEMENT 7. ALL SET 5/8" I.R. HAVE ORANGE PLASTIC
SHALL BE APPROVED BY HARRIS CAPS STAMPED "WEST BELT SURVEYING INC".
COUNTY FLOOD CONTROL DISTRICT.
REFERENCE BENCHMARK:
( 2. NO GAS SERVICE IS PROPOSED ON
SITE. RM 060005 - HCFCD ALUMINUM DISC STAMPED
"F101 BM-03" ON BRIDGE AT SENS ROAD AND
3. DEVELOPER/ CONTRACTOR TO OBTAIN A F101-00-00 LOCATED ON DOWNSTREAM
FILL DIRT PERMIT FROM THE CITY OF CONCRETE WALK ON EAST SIDE OF THE ROAD
J LA PORTE PRIOR TO PLACEMENT OF AND IN THE CENTER OF THE BRIDGE IN KEY
tN ¢L
r- FILL DIRT. MAP 540S IN THE GALVESTON BAY WATERSHED
NEAR STREAM F101-00-00.
g 4. THIS FACILITY IS SUBJECT TO THE CITY ELEV.=20.73' (NAVD 88, 2001 ADJ.)
Ui
OF LA PORTS EXTERIOR BUILDING
w DESIGN STANDARDS" ALONG MAJOR TEMPORARY BENCHMARKS:
o THOROGHFARE AS 100%.MASONRY AND
GLASS PRODUCTS. TBM "B" - BOX CUT ON 24" RCP LOCATED ON
�o OPERATIONS CENTER THE EAST SIDE OF DRIVEWAY FOR 12020
z PRE -CAST CONCRETE EXTERIOR WALLS, NORTH "L" STREET t6' NORTH OF GAS METER.
m MODIFIED BITUMEN ROOF(NON-BALLASTED) ELEV.=16.47'
=)AND ALUMINUM FRAMED WINDOWS 100%
M MASONRY/GLASS PRODUCTS.
m
AG CENTER
w CIVIL EXTERIOR WALLS, METAL PANEL. OF T
FASCIA, STANDING SEAM METAL ROOF AND �p rFr
T o ALUMINUM FRAMED WINDOWS. 10072
o MASONRY/GLASS PRODUCTS. # P.»..... E.
Enr t HApK E. 8N001f9
FENCINGf'" »" °"~••~°
6' VINYL -COATED CHAIN -LINK FENCING �¢��os rsaE6 „vQ
6' GALVANIZED CHAIN -LINK FENCING ltti 8s/oN LkN
MAU"
1.0
UAM1thLlLtlti��
GMA E A
3125. WE TINE C[
I NM.L94 PG 6P4. N.GC
r y. Q47
I
N 86'52'34" E 712.70' A COMMERCIAL DEVELOPMENT AT:
D, iiz 2015 SENS ROAD
LA PORTE, TEXAS 77571
a.
(I OWNER / DEVELOPER
0 0 '
a PROPOSED BUS PARKING CANOPY 18 D' "P6 E T'
o 39,000.00 SQ.FT. ~ ' D"`"'%� LA i PORTS
= I I INDEPENDENT SCHOOL
o I 0A- I 1o4s' Iol DISTRICT
a �2 PROP. CONCRETE. PAVING
/1V I =:�> 1038' I
pQ PROP. BUS PARKING I o NEW OPERATIONS CENTER
Q� n Q Q 40'X30' SPACE AND
I}// I I I I N
l a � �UEIJNG STATION I I I I AGRICULTURE SCIENCE
3,200.00 SQ.FT. PROPOSED BUS WASH FACILITY
810.00 SQ.FT. `� ' I
b�
-18
CA= 0.9J2 ACNE
RWNEY UHG
X CCf. No. 2007U.50
W w
ID CAII¢PD2 AME Z O
MGDE71tER'� O
¢ccV. ue N°. na94u
PROP. CONCRETE PAVING
> 26 A
271'
221'
\24'
100'
PROP. MAINTENANCE
AND
OPERATIONS CENTER
FF=22.00
38,121.08 SQ.FT.
2015 SENS ROAD
N 86'53'36" E 1256.68'
PROP.
PAVING
I
27' 47' 62'
PROP. AGRICULTURAL
SCIENCE CENTER
FF=22.00
16971.51 SQ.FT.
2015A SENS ROAD
00
i ■ ■
27'
` 4!�`
PROPOSE DUMPSTER LOCATION PROP. CONCRETE PAVING
/ (NOT VISIBIFROM ADJACENT ROADS)
f 390'
n
CALLED 32.841 ACRES
LA PORTE INDEPENDENT
SCHOOL DISTRICT
H.C.C.F. No. 20080439692
HCAD NO. 040-179-000-0035
HCAD NO. 040-179-000-0011
HCAD NO. 040-179-000-0080
LIMITS OF WORK
- S 86-53'36" W 1937.42'_ �
- - -- - S 86'53'36" W 1937.42' _-_- -
SITE PLAN ACCURACY I ERTIFICA�I
tC AL
HGGF. Na. Y1140W
I, Frank E. Brooks, am registered under the laws of the State of Texas to practice the
profession of engineering and hereby certify that above site plan is true and correct; and
,RAD7• that all bearings distances angles curve radiuses and central angles are accurately shown
SENS NOAD PNWERiIES. CALLED 674 ACIDS
Lro. DEAD ROAD PNGPFN,4z On the site plan.
N.GCF Na. ne4795 IIA
HCCF. tb. n64793
Frank E. Brooks
Texas Registration No. 49225
I
SITE PLAN
I NO. I DATE I REVISIONS I BY
DRAWN BY: MAG
DESIGNED BY: GWM
PROJECT NO. 725-0103
SCALE:I "=80'
CHECKED BY: GWM
APPROVED BY: FEB
DATE: APRIL 2009
SHEET 1 OF 4
e
NOTES TO SHEET:
1. CONTRACTOR SHALL INSTALL FDC (DRYLINE) TO WITHIN 50—FEET OF
CLOSEST FIRE HYDRANT
BROOKS & SPARKS, INC.
CONSULTING ENGINEERING
3
z
Q
J
m
F--
3
> J_
'-
Ld X
0
Q �
Y 3
U �
QV
� J
m
z I-
Q
J
LLI
�o
in z
O
w�
00
m I
Q X
J
J �
U O
0O
N X
Iv
/0)
E 6—
< cn
t X
O^
0
0)m4
O /
O v X
N
L 0) V)
0--0
Q n
EXIST. 10" CLAY PIPE
SENS ROAD
(WIDTH VARIES)
PROP. 8" SDI
SAN. SWR
PROP. BORE AND JA
EXIST. SAN. MHO I
THE CITY WILL INSPECT WATER SERVICE CONNECTIONS ONLY.
CONTACT MR. CURTIS HERROD AT (281) 471-9650 TO COORDINATE
THE INSPECTION OF THE TAPS.
THE CONTRACTOR SHALL INSTALL ALL INTERIOR LINES AND HYDRANTS
TO THE CITY'S SPECIFICATIONS.
4. NO IRRIGATION (LANDSCAPE) METER IS PROPOSED.
5. CANOPY SHALL BE PROVIDED FOR BUS WASH. PAVEMENT SHALL BE
GRADED SUCH THAT STORM WATER IS PREVENTED FROM ENTERING
BUS WASH DRAIN.
"1!►[�Ze1_��9�1:1,�1[N�6��zil`�Tia
so 0 40 80
SCALE: 1"= 80'
21020 PARK ROW PHONE. (281) 578-9595
KAT), TX. 77449 FAX. • (281) 578-9686
SURVEYOR'S NOTES:
1. THE BEARINGS SHOWN HEREON ARE BASED
ON THE NORTH LINE OF THE SUBJECT DEED
RECORDED UNDER H.C.C.F. No. 20080439692.
2. ACCORDING TO F.I.R.M. MAP NO.
48201CO945L (COMMUNITY —PANEL NO.
4854870945L), MAP REVISED DATE: JUNE 18,
2007. THE SUBJECT PROPERTY LIES WITHIN
THE AREAS DESIGNATED AS ZONE "X"
UNSHADED. DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD; AND ZONE "X"
SHADED. AREAS OF 0.2% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE; AREAS PROTECTED BY LEVEES
FROM 1% ANNUAL CHANCE FLOOD.
THIS STATEMENT IS BASED ON SCALING THE
LOCATION OF THE SUBJECT TRACT ON THE
ABOVE REFERENCED MAP. THIS INFORMATION IS
TO DETERMINE FLOOD INSURANCE RATES ONLY
AND IS NOT INTENDED TO IDENTIFY SPECIFIC
FLOODING CONDITIONS.
3, ALL UTILITIES SHOWN HEREON ARE LOCATED
USING "APPARENT & VISIBLE" EVIDENCE BY
ON —SITE OBSERVATION UNLESS OTHERWISE
NOTED.
4. THE SUBJECT TRACT IS AFFECTED BY THE
CITY ORDINANCES AND ZONING REGULATIONS
FOR DISTRICT "BI" AND "LI" OF THE CITY OF
LA PORTE, TEXAS.
5. THE SUBJECT TRACT MAY BE AFFECTED BY
THE UNLOCATABLE UNOBSTRUCTED EASEMENT
TO HOUSTON LIGHTING & POWER CO.
RECORDED UNDER VOL. 4207, PG. 171, H.C.D.R.
6.® INDICATES RECORD UTILITIES PLOTTED
FROM MAPS PROVIDED BY AT&T TELEPHONE
COMPANY.
7. ALL SET 5/8" I.R. HAVE ORANGE PLASTIC
CAPS STAMPED "WEST BELT SURVEYING INC".
RM 060005 — HCFCD ALUMINUM DISC STAMPED
"F101 BM-03" ON BRIDGE AT SENS ROAD AND
F101-00-00 LOCATED ON DOWNSTREAM
CONCRETE WALK ON EAST SIDE OF THE ROAD
AND IN THE CENTER OF THE BRIDGE IN KEY
MAP 540S IN THE GALVESTON BAY WATERSHED
NEAR STREAM F101-00-00.
ELEV.=20.73' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM "B" — BOX CUT ON 24" RCP LOCATED ON
THE EAST SIDE OF DRIVEWAY FOR 12020
NORTH "L" STREET t6' NORTH OF GAS METER.
ELEV.=16.47'
oS
A COMMERCIAL DEVELOPMENT AT:
2015 SENS ROAD
LA PORTE, TEXAS 77571
OWNER / DEVELOPER
LA PORTE
INDEPENDENT SCHOOL
DISTRICT
EW OPERATIONS CENTER
AND
AGRICULTURE SCIENCE
FACILITY
SITE UTILITY PLAN
I NO.I DATE I REVISIONS I BY
DRAWN BY: MAG
DESIGNED BY: GWM
PROJECT NO. 725-0103
SCALE: 1 "=80'
CHECKED BY: GWM
APPROVED BY. FEB
DATE: APRIL 2009
SHEET 2 OF 4
1
1
I
1
1
z
Q
n
n W
t 0
L z
1 0
/ -0
_J
0 m
w
CD O
Q 3
U �
az
a O
z o�
I W
n 0
� i
Ld X
W 3
O
W
Q X
J �
U �
n O
O
�L X
3 N
0M-0
m
E��
Q��
X
O 0
0_
v
0
O / �
O v X
N 0
(n
L
a ° a
Q Z 0
� � C
EXIST.
0
N
w
a
U
M
�S
PROP. 24" RCP
N
a R
w
�
a
M
N
(
N
G
W
s
a
Ln
W
U
I
U
U
M
N
(
x
W U
c
W
0
W
a
Ix
M
'
N
x
�
v,
EXIST. GRATE INLET
a
U
n
SENS ROAD
(WIDTH VARIES)
ON`G x5 a 5P.RKS, IN•c,
STIttNINE%ATRIIESD.N BRooxs 3 SpAanrs. INc
STOR➢I NFINTR DESIGN
COVSULrING ENGINEERING
OONSULrING
ENGINEERING
Project into Mellon
HGL ;tararg ELe(14
IVA
Project Information
HGL Sterrag Eiae (4)
WA
Poi•d Lo Pan. A,PocOil, and Opcnoicrt
Min Co,oR
_
Absniutn intantity fWin)
Piolecl. IFNENAEDIATE 1,10. 0
M cueoc(fi):
2
Absolute lnterSn, (IMn)
Jab No Y`-0I03
Malch 0., IF
WA
DeaOn Stolm:
too
Job No: nNit)
M,Ich Oa F:
IDA
Oxciga Nlu.
SYsinni. Sytlam 'A'
Min To(min)
to =
126
Sytte n V ,System
�ttvaa
V
Min Te(min)'
6 =
75
OesBred MAG
D21e
101403
Defeat
0011
d-
.n
Designed Wo
Dale
100"
Delaultn:
0011
d=
Ili
Ghac6.d 6V1M
Dale
IOU0
Want Junction
IDA
. -
1
Ched.ed GWM
Dale:
120/
Ceinult Juncion K:
IVA
-
I
From
A N
Te
Flaw
01am.
DISL
From
Arn
Tx
iiow
Obm.
OISL
N.N.
(eem.)
(min)
let.)
Pipe
or
Des19n
(0)
M.N.
(acres)
(min)
lots)
pipe
or
Deily,
(it)
A. Rh
C
Am
I
ANrll
Shupe
Rlm
span
n
slope
Cap
mal
Arm
e..Ih
C
As.
I
FICA
Simpe
Nee
Span
n
stops
Cap
$un
To
No. AN..
Pipe
CnAl)
Am
(A'UI
(In)
III)
N
(<Is)
RNeh
To
He.
AN,
Plye
(InIbB
AM..
In 0)
(in)
(N)
(14)
(of,)
RN.h
d.N.
Crew
Tote)
Cum.
(N
tTu.
M.N.
Dam.
Few
Cum.
Ilq
Date.
ni
146
?i 69
BID
0
CI
0.79
2i.59
217
0
Al
08
000
6.93
P
24
0011
0.Is
11.37
43
CI
0
0.8
00p
3d3
a a
R
12
Doll
Odd
280
G
0.
1 4
2i fig
0.10
43
i2
079
?d 59
217
0
A-'
007
2569
0.39
43
ti
DB
024
691
R
24
0011
BAD
11.37
53
CZ
0.5G
?d03
IS6
0
A3
1.53
S93
BAD
96
C2
0
00
0W
3A
000
R
i?
oat[
Oda
2W
0
f]
0 %
25.93
0 27
90
C3
' 35
?d 03
1 5G
0
A3
OB
029
6.87
p
21
OD❑
Die
1137
30
OUT
i.Do
26.?2
0.76
Ix
C3
L&1
3.13
4"
A�9
9
B?OOx16 SPnRx3. INC.
STOWUST\ATRILESTGpT
C3
0
OB
0�
333
000
R
iB
Gall
0.x
6.35
0
[d
3.19
ti.
G
COVsULrING ENGINEERING
Cd
111a
x 30
3?0
a
Project Information
HGL Starting Eley.(IQ..
WA
G
08
.[3
000
333
00Do
R
IS
Do,,
tl.32
i33
0
N,,d. OITERMEDIATE NO 4
Mm 00vel1
2
AbWne intensify (iNhr)
10
330
0
J,-b 11. 773 019
Malch C., F.
IVA
Design Sionn:
fi0
CS
058
?3. EO
2141
0
Sysl?m S,yalem'B'
Min. Tc(Dan):
D=
t:B
C5
0
OB
ON
312
000
R
Ti
0011
qtl
x?1
0
0eslgnad MAG
We
DII.0 n:
0011
C=
L
SWALE
050
_9. EO
?i 41
0
Cuer,Aod G11M
Date:
1/29kDx3
Defad Junction K.
WA
a=
1
01
Ol5
?451
2."
0
01
0
OD
000
add
R
12
0.oll
0di
200
0
From
Arm
TV
Flow
Dism.
Diet
SWAtE
O7i
2d 51
D.
206
0
M.H.
(aces)
(min)
(cis)
Pip"
or
OASIS"
(it)
Arm RNrh
C
A.N
I
RNrh
Shape
Rim
sp.n
n
step.
Cap
$Wl
To
me. Am..
Mote
(INhr)
Add.
(R at
(1n)
(it)
(°b)
(ell)
Reach
M.N.
Cum.
Toul
CUL
(N
Cum.
BI
070
2457
4A0
0
81
0.8
0.N
7W
18
0011
0x
6%
IXI
92
0 70
2d 57
d 40
93a
s2
2d 57
291
RI82
OB
05d
7.00
F
2d
0011
018
It3]
d693
I:A
25 I?
7.311
tdd
0W
2512
0.5083
08
0x
G97
24
00❑
018
11.37
0
150' DRAINAGE
TO SENS ROAD
PROP. GRATE INLET
FLUME
PROP. CONC.
FLUME
PROP. 12" HDPE PROP. 18" HOPE
`PROP. GRATE INLET
' PROP. 18" HOPE PROP. SWALE ,ce_
PROP. TxDOT
PROP. TxDOT HE
0 56
HEADWALL PROP. GRATE INLET
V) Al
") 1.48
a
a
i�
i■
■
y■�
■
i�
■
DROP. CURB INLET _
-PROP. 18" HDPE_
■
+a
I•
MAINTENANCE
AND
ATIONS CENTER
FF=22.00
PROP. CONC.
FLUME
PROP. 24" RCPDR
08 PROP. GRATE INLET
D
EXIST. GRATE INLET w
o -� -
PROP. TxDOT
HEADWALL
IN
NOTE:
STORM WATER QUALITY MANAGEMENT PLAN
SHALL BE APPROVED BY HARRIS COUNTY
I-
w
W
In C5
O
n
O
O
z
FLUME
IN
A
A
EXIST. DITCH r
EXIST. 24" RCP
LEGEND:
XX AREA No.
0.00 AREA (AC)
0.00 CUMULATIVE (AC)
p,Op CUMULATIVE (CFS)
1111111� 11111111� SYSTEM AREA
SUB -SYSTEM AREA
PROP. CONC.
FLUME
80 0 40 so
SCALE: 1"= 80'
PROP. 54" CLIP WITH 24" RESTRICTOR
)P. STM. P
)P. 54" RCP
PROP. HARRIS COUNTY
FLOATABLES COLLECTION
SCREEN'
w
z
. U
z
U
0
0
a.
a
z
0
�i
0
a
W
GL
«FIR
I,SN
--- (-
PROP. 24"
HOPE PROP. 18"
HOPE
0.75
PROP.
xDOT
PROP. TxDOT
HEADWALL
HEADWALL
vy
PROP. DETENTION
POND
PROP. TxDOT
PROP. CONC.
HEADWALL
e
I FLUME
....
....
.... ....
PROP. CONC. CHANNEL
.... ....
0o
w
w
oo
PROP. DETENTION POND
PROP. DETENTION POND
1
=
=
3
11�
N
m
lox
7
0
PROP. AGRICULTURAL
o
��
LIMITS OF DRAINAGE AREA
a
I SCIENCE CENTER
a
a
PROP. 36" HOPE
LIMITS OF WORK
1
FF=22.00
PROP. TxDOT
HEADWALL
I
Em
aoo
O
PROP.
SWALE
PROP. SWALE
¢
w
....
��_....
....
'
of
¢
I
'
z
--
PROP. CONC.
3
FLUME
w
'
0 0
0
U) '
o ' NOTE.
a ' 1. STORM WATER QUALITY MANAGEMENT SHALL BE '
APPROVED BY HARRIS COUNTY FLOOD CONTROL
' DISTRICT. I '
2. NO GAS SERVICE IS PROPOSED ON SITE. I I
`3
ROP. CONC. I
0 8.56 ( P
LUME ' I
0. PROP. CONC. I
! Q Q� FLUME I
PROP. CONC. PROPOSED BUS ' I
FLUME FUELING STATIO
PROP. SWALE
ALE PROPOSED BUS WASH
� III
� III
I III
I
PROPOSED BUS PARKING CANOPY
I
BAY
■�l
BROOKS & SPARKS INC.
CONSULTING ENGINEERING
21020 PARK ROW PHONE: (281) 578-9595
KcITY, 7X. 77449 FAX. (281) 578-9686
SURVEYOR'S NOTES:
1. THE BEARINGS SHOWN HEREON ARE BASED
ON THE NORTH LINE OF THE SUBJECT DEED
RECORDED UNDER H.C.C.F. No. 20080439692.
2. ACCORDING TO F.I.R.M. MAP NO.
48201CO945L (COMMUNITY -PANEL NO.
4854870945L), MAP REVISED DATE: JUNE 18,
2007. THE SUBJECT PROPERTY LIES WITHIN
THE AREAS DESIGNATED AS ZONE "X"
UNSHADED. DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD; AND ZONE "X"
SHADED. AREAS OF 0.2% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT
OR WITH DRAINAGE AREAS TESS THAN 1
SQUARE MILE; AREAS PROTECTED BY LEVEE$
FROM 1% ANNUAL CHANCE FLOOD.
THIS STATEMENT IS BASED ON SCALING THE
LOCATION OF .THE SUBJECT TRACT ON THE
ABOVE REFERENCED MAP. THIS INFORMATION IS
TO DETERMINE FLOOD INSURANCE RATES ONLY
AND IS NOT INTENDED TO IDENTIFY SPECIFIC
FLOODING CONDITIONS.
3. ALL UTILITIES SHOWN HEREON ARE LOCATED
USING "APPARENT & VISIBLE" EVIDENCE BY
ON -SITE OBSERVATION UNLESS OTHERWISE
NOTED.
4. THE SUBJECT TRACT IS AFFECTED BY THE
CITY ORDINANCES AND ZONING REGULATIONS
FOR DISTRICT "BI" AND "LI" OF THE CITY OF
LA PORTE, TEXAS.
5. THE SUBJECT TRACT MAY BE AFFECTED BY
THE UNLOCATABLE UNOBSTRUCTED EASEMENT
TO HOUSTON LIGHTING & POWER CO.
RECORDED UNDER VOL. 4207, PG. 171, H.C.D.R.
6AOINDICATES RECORD UTILITIES PLOTTED
FROM MAPS PROVIDED BY AT&T TELEPHONE
COMPANY.
7. ALL SET 5/8" I.R. HAVE ORANGE PLASTIC
CAPS STAMPED "WEST BELT SURVEYING INC".
REFERENCE BENCHMARK:
RM 060005 - HCFCD ALUMINUM DISC STAMPED
"F101 BM-03" ON BRIDGE AT SENS ROAD AND
F101-00-00 LOCATED ON DOWNSTREAM
CONCRETE WALK ON EAST SIDE OF THE ROAD
AND IN THE CENTER OF THE BRIDGE IN KEY
MAP 540S IN THE GALVESTON BAY WATERSHED
NEAR STREAM F101-00-00.
ELEV.=20.73' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM "B" - BOX CUT ON 24" RCP LOCATED ON
THE EAST SIDE OF DRIVEWAY FOR 12020
NORTH "L" STREET t6' NORTH OF GAS METER.
ELEV.=16.47'
4-iy-4pi
A COMMERCIAL DEVELOPMENT AT:
2015 SENS ROAD
LA PORTE, TEXAS 77571
OWNER / DEVELOPER
LA PORTE
INDEPENDENT SCHOOL
DISTRICT
NEW OPERATIONS CENTER
AND
AGRICULTURE SCIENCE
FACILITY
SITE DRAINAGE PLAN
DRAWN BY: MAG
DESIGNED BY. GWM
PROJECT NO. 725-0103
SCALE: 1 "=80'
CHECKED BY: GWM
APPROVED BY: FEB
DATE: APRIL 2009
SHEET 3 OF 4
CONSULTANTS
4,0
K
a
NOTE:
1. ALL GRASSED AREAS OF THE SITE DISTURBED BY CONSTRUCTION
AND NOT SCHEDULED FOR SOD OR LANDSCAPING ARE TO BE
HYDROMULCHED.
2. THE PROPOSED DETENTION POND IS TO BE HYDROMULCHED.
3. AN IRRIGATION SYSTEM WILL NOT BE PROVIDED AT TIME OF
PROJECT COMPLETION, IRRIGATION SLEEVES WILL BE INSTALLED
UNDERGROUND TO ALLOW FOR A FUTURE IRRIGATION SYSTEM.
4. ALL EXISTING TREES ON SITE ARE TO REMAIN, CONTRACTOR TO
PROVIDE TREE PROTECTION AS REQUIRED TO INSURE THAT
CONSTRUCTION ACTIVITIES DO NOT CAUSE DAMAGE TO THE
EXISTING TREES.
LANDSCAPE CALCULATIONS
AREA OF SITE DEVELOPED:
ZONING:
LANDSCAPING REQUIRED:
1,362,159 SF (31.27 ACRES)
R-1 (LOW DENSITY RESIDENTIAL)
6% OF DEVELOPED AREA PER
CITY OF LA PORTE ORDINANCE
106.333 (A); TABLE B, RESIDENTIAL
AREA REQUIREMENTS
AREA OF LANDSCAPE REQUIRED: 81,730 SF
PROVIDED LANDSCAPING;
NEW 83,215 SF
EXISTING 0 SF
TOTAL 83,215 SF
x,xxx sf NOTE: SYMBOL INDICATES AMOUNT OF PROVIDED
LANDSCAPING AT EACH INDIVIDUAL PLANTING AREA
LANDSCAPE LEGEND
SYMBOL
NAME/ DESCRIPTION
SIZE
COMMON: JAPANESE BLACK PINE
15 GALLON
SCIENTIFIC: PINUS THUNBERGII
MEDIUM EVERGREEN TREE
COMMON: CRAPE MYRTLE
15 GALLON
SCIENTIFIC: LAGERSTROEMIA INDICA
MEDIUM DECIDIOUS TREE
COMMON: INDIAN HAWTHORN
5 GALLON
SCIENTIFIC: RAPHIOLEPIS INDICA
MEDIUM EVERGREEN SHRUB
r r
COMMON: ASIATIC JASMINE/ LIRIOPE
1 GALLON
rs'
SCIENTIFIC: TRACHELOSPERMUM
ASIATICUM/ LIRIOPE MUSCARI
J r J J
EVERGREEN FOLIAGE FOR
GROUNDCOVER
+ + + + + +
COMMON: BERMUDA GRASS
PALETIZED
+ + + + +
SCIENTIFIC: CYNODON DACTYLON
+ + + + + +
+ + + + +
+ + + + + +
GRASS SOD TO BE INSTALLED AT
F + + + + +
AREAS SHOWN ON PLAN
PLAN
NORTH
Structural Consultants
CONT1, JtAtPER 3 GARDNER
3949 Br9><kn
Hawlen, TX 77083
713.780.3345
713.780.3712
MEP Enalneer
PSK PGroup GrwnwW P1amSd2210
7138.0T8X0704
713.981.4571
Olvil
Brooks
ro s and Sparks Inc.
Kaati� TX 77449 1
28f=578-4595
281-578-9605
Fuel Manaaement Consultant
FMS
8339M 0 s HaOw 0r.
281°34 %00D77a79
281-343-5253
PLAN
w
Architecture
Engineering
Planning
Facility Consulting
One Harbour Square
3W Marha Bay Dr#M "0 2p
League COV, Texas 77W3-2=
Plow 2M-W4-4767
Fax 2t -W4.50P2
PROJECT NO.08126
DATE 01/30/09
DRAWN
CHECKED
REVISIONS
ISSUE FOR CONSTRUCTION
L101
LANDSCAPE PLAN
Properly of POK! i'\05\06/26\Dmwiiga\ai9\WOs pe\08126-L107.dnq Toe /pr 14 2M 0 1028 am
08126-1-101.dwg
1" = 40'-0"