HomeMy WebLinkAboutFRONTIER LOGISTICS 101 STRANG ROAD PROJECT SITE PLANEDGE
OF
ASPHALT
PIPELINE
MARKER
(OXY CHEM PIPELINE CO.)
(ETHYLENE
(
800--5 5-75 PIPELINE)
PIPELINE
MARKER
(AIR PRODUCTS)
(GAS PIPELINE)
(1-800-572-6521)
POLEER� ` PI!
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OF —
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TOP OF DITCH
P.O.B.
10.388 ACRES
FL OF DITCH
SITE PLAN
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STEEL
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33.5'
,
PACKED LIMESTONE
AND GRAVEL
6' CHAIN
JNK FENCE
N 860 53' 29 E - 658.81'
10.388 ACRES
(452,250 SQ. FT.)
w w------------
W W w
EXISTING
PACKED GRAVEL
PROPOSED SURFACE TO BE:
— 2" MILLED ASPHALT
OVER 10" CRUSHED CONCRETE
w w w w w w w
w w w w w w w w w w w w
4- - :t%-y.S, w w v, w w
S 60 51' 31 " E - 658.81'
OVERHEAD ._!/
DISTRIBUTION
(CENTERPOINT ENERGY)
UNDERGROUND
CABLE (CENTERPOINT
W w w 1 W
w w
-SOUTHEAST OF PROPERTY LINE.
6' CHAINUNK FENCE IS 1.1' -
NORTHWEST OF PROPERTY LINE
PACKED LIMESTONE
AND GRAVEL
u
20'
20'
w
i 3/8' I.R.
W/ CAP
w
w
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CONCRETE
SCALE:1"=4V I 02
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architecture - design - planning - '....
u 530 So. Brofatlway. Sta 't400 II
0111 Porto. TaxF": 77570t
Omee: -0N (28t)804532z5 F°z: (28t)4T'1-060t
L_L PROJECT NUMBER
a
PROJECT TITLE
LL
VICINITY M A P SCALE: NONE ON.
SCOPE OF WORK,
GRADE AREA FOR REQUIRED DETENTION
AND DEVELOPE A PARKING AREA,
SITE PLAN DETAILS
SURVEY OF PT TR13D ENOCH BRINSON LEAGUE,
ABSTRACT NO, 5, LA PORTE, HARRIS COUNTY, TEXAS.
TYPE OF DEVELOPMENT,
TRAILER PARKING AREAL NO HAZARDOUS CARGO WILL
BE PARKEDi ONLY EMPTY TRAILER/CHASIS SHALL BE
PARKED AT SITE. '.
ZONE
E
HEAVY INDUSTRIAL (HI)
FRONT SETBACK, 50'
SIDE SETBACK, 30'
REAR SETBACK, 50'
OWNER/ DEVELOPER,
FRONTIER LOGISTICS
101 EAST BARBOURS CUT BLVD,
LA PORTE, TEXAS 77571
GORDON WESTERGREN, REPRESENTATIVE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED
THIS SITE PLAN DEVELOPMENT OF THE PROPOSED SITE PLAN FOR FRONTIER
LOGISTICS BEING 10.388 ACRES, TRACT OF LAND BEING PT TR13D, ENOCH
BRINSON LEAGUE, A-5. HARRIS COUNTY, TEXAS, IN CONFORMANCE WITH THE
LAWS OF T. E STATE f TEXAS AND THE ORDINANCES OF THE CITY OF LA
PORTE. \ f/
!r1431oliTi
PLANNING DEPARTMENT
I, WI�tiAM T M4114" l j ,JP l 9AM REGISTERED UNDFR THE LAWS
OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND
HEREBY CERTIFY THAT THIS SITE PLAN IS TRUE AND
CORRECT AS TO PROPOSED SITE jMPROVEMENTS,
1/ 7IWILLIAM T. MAN ING, JR„ EE
TEXAS REGISTRATION NO, 640
GENERAL NOTES
1. THIS SITE PLAN WAS DEVELOPED FROM A SURVEY OF A 23.957—ACRE (1,043,989 SQ. FT,)
TRACT OF LAND SITUATED IN THE ENOCH BRINSON LEAGUE SURVEY, A-5, HARRIS COUNTY, TEXAS.
JOB No. CT558 (1963-008)
DATE: 02/24/2005, UPDATED 06/19/07.
2. THIS TRACT IS IN ZONE 'X' AND DOES NOT UE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING
TO THE FEMA MAP PANEL NO. 48201CO935L,
REVISED JUNE 18, 2007.
3. FIRE HYDRANT LOCATED 285' ESE FROM SE CORNER OF PROPOSED PROJECT IN THE R.O.W. OF
S.H. 146.
DESCRIPTION OF A 10.388 ACRE (452,501.28 SQ. FT.) TRACT OF LAND
BONG PT TR13D, ENOCH BRINSON LEAGUE, A-5, HARRIS COUNTY, TEXAS
Being a 10.388—acre (452,201.28 square foot) tract of land situated in the Enoch Brinson League, A-5, Harris
County, Texas, and being the residue of a 26.720—acre tract of land conveyed to The Modern Group, Inc., as evidenced
by an instrument filed for record in the Official Public Records of Real Property of Harris County, Texas, under Harris
County Clerk's File No U147389, Film Code No 529-853381. Said 9.546—acre tract being more particularly described by
metes and bounds as follows, with the basis of bearings being the northwesterly right—of—way line of Highway 146
(based on a width that varies) as dedicated by deed conveyed to the State of Texas as recorded in the Official Public
Records of Real Property of Harris County, Texas, under Harris County Clerk's File No. K979139, Film Code No.
073-72-1491:
COMMENCING at a 3/8—Inch iron rod found in the easterly right—of—way line of Strang Road (13th Street) (based
on a width of 70 feet) and the northwesterly comer of a called 3.81—acre tract conveyed to C. Neal Carson as
evidenced by an instrument fled for record In the Official Public Records of Real Property of Harris County, Texas, under
Harris County Clerk's File No. K292757, Film Code No. 031-72-2433, and being the southwesterly corner of the tract
herein described;
THENCE North 02 deg. 57 min. 10 sec. West (called North 03 deg. 01 min. 00 deg. West), along the easterly
right—of—way line of said Strang Road, a. distance of 685.68 feet to a 3/8—inch iron rod set for the southwest comer
and POINT OF BEGINNING of said tract herein described;
THENCE North 86 deg. 53 min. 29 sec. East (called North 86 deg. 49 min. 40 sec. East), a distance of 658.81
feet to a 3/8—inch iron rod set for the northeasterly comer of sold tract herein described;
THENCE South 02 deg. 57 min. 10 sec. East, with the east line of said tract herein described, a distance of 688.07
feet to a 3/8—inch iron rod set for the southeast comer of said tract herein described;
THENCE South 86 deg. 51 min. 31 sec. East, with the south line of said tract herein described, a distance of 658.81
feet to the POINT —OF —BEGINNING and containing 10.388—acres (452501.28 square feet) of land.
PERIMETER PROPERTY OWNERSHIP, PERIMETER PROPERTY OWNERSHIP,
NORTH, SOUTH AND EAST,
CALLED 101.939 ACRES CALLED 23,974—ACRES
E. I. DUPONT DE NEMOURS MODERN GROUP INC
11701 STRANG ROAD PO BOX 790
HCAD #040 174 0000 002 BEAUMONT, TX 77740-0790
SOUTHEAST, HCAD #064 222 0000 013
CALLED 2.75—ACRES WEST,
DEBRA L HOWSER STRANG ROAD
2205 STATE HWY 146
HCAD #064 222 0000 066
NOTES 01
SCALE: NONE
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PROFESSIONAL SEAL
OF Tfy\e1`-
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St 9
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s WILLIAM T. MANNING, JR.i
! •o• ..........................s
g��FSFG1STEa�G\�®
DRAWINGS ISSUED FOR:
OWNER APPROVAL
PROGRESS PRINT
FINAL PRINT
REVISIONS
NO.
DATE
DESCRIPTION
1
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 PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED 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
CONSTRUCTION UNLESS DATED AND NOTED As ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF /'2r~tOe,lpRrrx Lti AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
Y�ro/.sue l�c�lcln i�arYnc��, LLC
WARNING
IF THIS BAR DOES NOT MEASURE I'THEN HEN DRAWING IS
NOT TO SCALE
DRANN BY:
CHECKED BY:
DATE
DPL
2008/09/13
SHEET TITLE
PROPOSED
SITE
PLAN
DRAWING NUMBER
SHEET NO.
C1.1
07— So23?
EDGE
OF
ASPHALT
PIPELINE HIGH
MARKER VOLTAGE
(OXY CHEM PIPELINE CO.) TOWER
(NPIPELINE) (1 800-525-75 6)
PIPELINE
(AIR PRODUCTS) 0.3' X 0.3'
(GAS PIPELINE) CONC. POST
(1-eo0-572-s521) (MARKED UPONT
FND. 3/4' I.P. PP
POWER " IERE
R280Cttj
POLE - -
EDGE
OF -
ASPHALT
OUTFALL FL'
TOP OF DITCH
FL OF DITCH -
L0
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EDGE
OF -
ASPHALT
TOP OF DITO
FL OF DITCH
CL OF ROAD
CL OF DITCH
E---, Q 0
c- L_L-
CL
v , 0
00
}-ry EDGE -
�-i OF
E y ASPHALT
ROP
SET 3/8' I.R.
W/ CAP
TOP OF DITCH
TOP OF DITCH -
P.0.B.
10.388 AC
FL OF DITCH
-+-25.4
-+- 25.5
-+-25.75
I
-f -26.5
POWER
POLE
OVERHEAD
POWER LINE
POWER
POLE
4
-+-26.5
-+-27.0 LE W 12;
IE VEST=
r----\4-26.25
EDGIDITCH1
OF
ASP
DRAINAGE PLAN
POWER
3' WIDE SWALE, POLE -
SEE DETAIL
FENCE
N 86° 53) 29 E - 658.81'
3' WIDE SWALE,
SEE DETAIL
_ ___r,t24 PR'E, 10 0.02% W IE EAST t23B V; eFsr 72105
_V- _ -25. _ - 24 HOPE PIPE, tOG 0.02% uc EAST 2276 uL MESr
DPE PEE -- FAtt37L32 24�t�PE PU E 100. O .D2X - _E EAST 2244 tE 1wSr 72J6S D f
IF WST 2L= /f
�k -•+-25.4 ��
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25.5 '`h -25.5
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-25.75
e!
'T -+•-25.75
--25.75
26
10.388 ACRES
`�,,5 2, 2 5 0 SQ. F/Y• +26.5 SO
-I-26.5I
-+-26.5 I �''�-26.5 f e I 1�
\ /- �p
AREA 'A'
�M J
3' WIDE SWALE,
SEE DETAIL
PACKED LIMESTONE
-+-27.25
A
A
-+-27.2
+26.5
-+-25.5
u
--+-24.8
-+-27.25
E STING GRAVEL ROCK
PROPOSED SURFACE TO BE:
- 2" MILLED ASPHALT
OVER 10" CRUSHED CONCRETE
-+-27.75
-+-27.4
-+-27.3
h,
4
-+-26.5 AREA 'B' -+-26.5
T�
-+-25.5
-+- 25.5
22-M
um -I-24.8
24.8
EAST 2=
WEST 2Z38S
-+-25.5
N 87° 05' 57" W - 658.81'
Ba
3' WIDE SWALE,
SEE DETAIL
OVERHEAD _.y
DISTRIBUTION UNDERGROUND
(CENTERPOINT ENERGY) CABLE (CENTERPOINT
ENERGY)
SODTFiEA$i-OF PROPERTY LINE.
6' CHAINUNK FENCE IS 1.1' -�
NORTHWEST OF PROPERTY LINE
PACKED LIMESTONE
AND GRAVEL
-+-25.
3' WIDE
SWALE
SEE DETAIL
■l
5/8" I.R.
3' WIDE
SWALE,
SEE
DETAIL
06
Q0
w
O
T-
25
I1-0
N
O
28.0
3' WIDE SWALE,
SEE DETAIL
ABBREVIATIONS
C.M.
- CONTROL MONUMENT
FNC.
= FENCE
FND.
= FOUND
H.C.C.F.
- HM COUNTY
FILE
H.C.D.R.
= HAMS COUNTY
DEED RECORDS
H.C.M.R.
- HAMS COUNTY
MAP RECORDS
I.P.
IRON PIPE
LR.
= IRON ROD
N.F.I.F.
= NOT FOUND IN FIELD
No.
= NUMBER
O.P.R.R.P.H.C. = OFFICIAL PUBLIC
RECORDS OF REAL
PROPERTY, HAR US
COUNTY, TEXAS
P.T.P.
= PINCHED TOP PIPE
P.V.C.
a POLYWNYL CHLORIDE
PIPE
R.C.P.
= ��FORCED CONCRETE
R.O.W.
= RIGHT OF WAY
SO. Fr.
- SQUARE FEET
S.W.B.T.
= SHOUWE FERN BELL
TELEPTV.
- TYPICAL
VOL, PG.
a VOLUME, PAGE
SYMBOLS
a
A/C Unit
®
"BB" Inlet
i�
Benchmark
Billboard
a
"B" Inlet
rmm
"C-2" inlet
0
Cable TV Pedestal
®
"C" Inlet
•
Circle Inlet
W
Electric Pedestal
■
Electric Transformer
+
Fire Hydrant
G
Gas Meter
■
Grate Inlet
®
Double Grate Inlet
F
Guy Anchor
O
Electric Manhole
OElectric
Manhole
C
Light Standard
m
Mailbox
O
Manhole
®
Meter Pole
Pipeline Vent
3E
Power Pole
m
Sample Well
C)
Shrub
4
Sign
sp
Telephone Manhole
N
Telephone Pedestal
•
Utility Tone Mark
a
Traffic Control Box
M
Transformer Pole
.b�
Utility Marker
n
Water Meter
1EXISTING ELEVATION
x)a PROPOSED ELRVA270M
SET 3/8` I.R.
W/ CAP
NORTH
SWALE
W!
EXD
NA1
DETENTION
CALCULATI❑NS
AREA = 10.388 AC
Cs = .45 AC -FT/ AC
DETENTION REQUIRED:
10.388 AC X .45 AC -FT/ AC =
4,675 AC -FT
4,675 AC -FT / 43,560 = 203,643 CF
SURFACE DETENTI❑N PROVIDED:
AREA 'A'i 310,25 SF X 658,81'
= 204,395.8 CF
AREA 'B': 53.76 SF X 658.81' X .45 = 15,937,9 CF
TOTAL SURFACE DETENTION
= 220,333,7 CF
STORM PIPE DETENTION
24'0 @ 1120' x 23,5 GAL/FT =
26,320 GAL
26,320 GAL / 7,48 GAL/CF =
3,518.7 CF
TOTAL PIPE DETENTI❑N =
3,518,7 CF
TOTAL DETENTION
220j333.7 CF + 3,518,7 CF
= 223,852.4 CF
REQUIRED DETENTION <
PR❑VIDED DETENTION
203,643 CF <
223852.4 CF
F'
n
T E SCALE: NONE Dc
STRANG ROAD (WEST) PROJECT AREA (EAST) -
4' HIGH BERM SECTION A -A
•:0 1 ,
]It r
111-
a ADJACENT PROPERTY PROJECT AREA
3' HIGH BERM SECTION B-B
SCALE:1"=4a 02 BERM SECTIONS
SCALE: NONE I 01 J
/PJAW h'f/
architecture - design - planning -
500 Sa. Broodwoy. St® '14170
La Poe-t9. T®x06 TT 6T'I
0M.: (281) 804-0532 a115 F": (281) 4]1-0801
www.projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
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PROFESSIONAL SEAT.
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s WILLIAM T. MANNING, JR o
80640....;��
�lit
6"�®®
Sri°` r
7 / Z.1107
DRAWINGS ISSUED FOR:
OWNER APPROVAL
PROGRESS PRINT
FINAL PRINT
REVISIONS
NO.
DATE
DESCRIPTION
1
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 REGUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REOWREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REOUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF LGC AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
F�ralcc� r-c�Ayn )'' rl,7C , LLG
WARN ■ N G
IF THIS BAR DOES NOT MEASURE P THEN DRAWING IS
NOT TO SCALE
DRAWN BY:
CHECKED BY:
DATE
DPL
2008/09/13
SHEET TITLE
PROPOSED
DRAINAGE
PLAN
DRAWING NUMBER
SHEET NO.
C1.2
PIP NE 1.)
HIGHMAR VOLTAGEY CHEM PI UNE TOWER
GAS
=THYLENE PI NE)
1-800-525-7 6)
PIPELINE
((AIR PROPIPDUCTS) 0.3' X 0.3'
(1 t800 572u6521) CONC. POST POLE
(MARKED UPONT)
VER " v WIRE
R�RyW
11 1 1 '. MAwo
1FA14-
_ W
TOP OF DITCH .I.
FL OF DITCH W
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FL OF DITCH
q
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CL OF DITCH
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CYD
SET 3/8" I.R.
W/ CAP -
TOP OF DITCH
P.O.B.
10.388 ACRES
FL OF DITCH
left.
STEEL
PIPE
TOP
OF —
DITCH
LANDSCAPE PLAN
q,
v-
I
U/
V CHAIN
LINK PENCE
N 86° 5329" E - 658.811
Y W W W W •Y
10.388 ACRES
(452, 250 SQ. FT.)
� W
W
W
W
W
W
W
W
�W
W W W W�Jf W W Y V•Y W
•Y �Y W W �Y V. ..3L��----VT"""'S--- �Y �Y •Y �L •Y W
�Y •Y W V� W •Y W
N 870 05' 57" W - 658.81'
OVERHEAD _ f�
DISTRIBUTION
(CENTERPOINT ENERGY)
ENERGY)
UNDERGROUND
CABLE (CENTERPOINT
6• CHAINUNK FENCE IS 1.1•
NORTHWEST OF PROPERTYI
AreT.%
r 3/8" I.R.
W/ CAP
NORTH
r 3/8' I.R.
W/ CAP
SWAU
IN
w
RK
no STRANG ROAD (WEST) PROJECT AREA (EAST) no
4' HIGH BERM SECTION A -A
SWAIE TO DIM WAYM
Him SWAM DOEEIIrt
ME OF met TO
Sim RON TO
NAnIE
�1
CROImAO
SCALE:1"=4W I 02 ' N O T
3
ZF,. '�y
I
ADJACENT PROPERTY PROJECT AREA
S HIGH BERM SECTION B-B
SCALE: NONE I 0%
LANDSCAPE CALCULATI❑NS
LAND DEVEL❑PEMENT = 415,823 SF (9,546 AC)
REQUIRED LANDSCAPE = 6%
415,823 SF X 6% = 24,949 SF,
PROVIDED LANDSCAPING = 39,033 SF OR 9,38%
NOTE
LANDSCAPED ELEMENTS INCLUDE 3' HIGH BY
20' WIDE BERM WITH GROUND COVER AND
4' HIGH BY 33.5' BERM WITH DOUBLE ROW OF
TREES AND GROUND COVER, THE WEST BERM
FACING STRANG ROAD WILL ALSO HAVE A ROW
OF DWARF OLEANDERS,
LEGEND
PALM TREES
MIN 2" CALIPER
TOTAL OF 43 TREES
DWARF OLEANDERS
- MIN 5 GAL, PDT
- TOTAL OF 170 SHRUBS
y N GROUND COVER
" - ER❑SI❑N PR❑TECTI❑N
- SOD GRASS / HYDRO -MULCH
- PLACEMENT ON ALL BERMS
SCALE: NONE 1 0 I
A*
/Pjlbn 1p-plw
architecture - design - planning -
630 So. BraadwEay. Sta �400
La Port®. Tax2aa 775'7'I
Ofllce: (281) 604-0532 x115 F" : (281) 471-0601
www.projeotdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
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PROFESSIONAL SEAL
OF TRi\y+
.e�P�E
WILLIAM T. MANNING JR
..80640
2 PI07
DRAWINGS ISSUED FOR:
OWNER APPROVAL
PROGRESS PRINT
FINAL PRINT
REVISIONS
NO.
DATE
I DESCRIPTION
t
i--
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 00 NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED 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
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF Rccf4&J?14.rrr...<, kC AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
F'rolc•<.� 4�Iajn LLC
WARN■ NG
IF THIS BAH DOES NOT MEASURE I'THEN DRAWING IS
NOT TO S'.GALE
DRAWN BY:
CHECKED BY:
DdTE
DPL
2008/09/13
SHEET TITLE
PROPOSED
LANDSCAPE
PLAN
DRAWING NUMBER
SHEET NO.
C 1.3