HomeMy WebLinkAboutPHA BARBOUR'S CUT TERMINAL SITE PLAN177
LOW BERM - 28-30"
30 CRAPE MYR 15 TREE -FORM WAX MYRTLES
MIXED COLORS 30 GAL.
`WAX LIGUSTRUM HEDGE
(5) 6" LIVE OAKS
T (UN
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F
0
CUT BLVD
D ROW)
BERM - 28-30"
15 DRUMMOND!MAPLES
(ALT. GOLDEN RAINTREE)
NUDE IN
associates
100' 0' 25' 50' 75' 100' 200'
Revised 11-21-03 by M&N
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12" TREE -FORM
YAUPON
iITE OAK
LANDSCAPING CALCULATIONS
TOTAL DEVELOPED SITE AREA
TOTAL AREA ROOFED OVER
50' x 120' PRECHECK BLDG.
34' x 17' TROUBLE BLDG.
30' x 280' CANOPY
TOTAL REMAINING DEVELOPED SITE AREA
30% LANDSCAPE AREA REQUIRED
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16 CRAPE MYRTLES
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20.769 AC. (904,697.64 S.F.)
0.343 AC
( 6,000 S.F.)
578 S.F.)
14,978 S.F.)
20.426 AC.
6.128 AC.
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.ANT FIG IVY, BOSTON IVY
5 LEAF AKEBIA ON WALL.
PLANT 20-25' O.C.
NOTE:
ALL LANDSCAPE IMPROVEMENT WILL BE
PROVIDIED AND INSTALLED IN PHASE II.
LEGEND
LANDSCAPE MATERIAL AS NOTED
BUILDING
CONCRETE PAVING
LANDSCAPE AREA
(3) 4" LIVE OAKS
LANDSCAPE PLAN
PORT OF HOUSTON AUTHORITY
ENTRY PRECHECK FACILITY
BARBOURS CUT TERMINAL
600 E. BARBOURS CUT BLVD.
LA PORTE, TEXAS
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LANDSCAPE AREA PROVIDED 10.076 AC
OR 49.3%
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2002 North American Industry Classification System (NAICS) to 1997 U.S. Standard
Industry Classification (SIC)
2002
1997
1987
NAICS
1 NAICS
1 SIC
Description
BARBOURS CUT TERMINAL
483111
1 483111 1 4412
1 Deep sea freight transportation to or from foreign ports
NOTES:
1. SITE DRAINAGE WILL CONNECT TO HARRIS COUNTY
EXISTING 9' x 6' BOX CULVERT LOCATED IN MEDIAN OF
E. BARBOURS CUT BLVD. AND DISCHARGE TO HCFCD UNIT
NO. F210-00-00. HARRIS COUNTY FLOOD CONTROL
DISTRICT DOES NOT REQUIRE DETENTION FOR DISCHARGE
INTO 9'X6' CULVERT ALONG E. BARBOURS CUT BLVD.
2. EXISTING 30' U.E. TO BE ABANDONED BY FINAL PLAT AT
A LATER DATE.
3. FINAL SUBDIVISION PLAT WILL BE SUBMITTED AT A LATER
DATE.
4. DUMPSTER SHALL BE SCREENED WITH 10' x 8' BRICK
WALL ENCLOSURE WITH PAINTED, METAL GATE.
5. PARKING LOT SHALL BE CONCRETE PAVEMENT.
6. ALL LIGHTING, IN PARKING LOT AND PRECHECK AREA
SHALL BE HOODED AND SHALL NOT BE VISIBLE FROM
THE NEIGHBORING RESIDENCE IN COMPLIANCE WITH
SECTION 106-521 (C).
7. PUBLIC SIDEWALKS MAY BE REQUIRED BY THE PLANNING
AND ZONING COMMISSION. IF SO, THE
DEVELPOER/OWNER IS IS RESPONSIBLE FOR THEIR
INSTALLATION.
8. NO GREASE TRAP OR SAMPLING WELL PLANNED FOR THIS
PROJECT.
TIE TO BARBOURS
DRAINAGE SYSTEM
8'x5' FREE STANDING SIGN —
(MONUMENT E
TYP—A%
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STATE OF TEXAS
COUNTY OF HARRIS
20.7 ACRES OF LAND BEING LOTS 17-32 OF BLOCK 438, LOTS 1-32 BLOCK 439 AND
ADJOINING ALLEY, LOTS 1-16 BLOCK 974, LOTS 1-32 OF BLOCS 975 THROUGH 979 AND
ADJOINING ALLEYS WITHIN THESE BLOCKS AND PORTIONS OF LOTH, 11TH AND 12TH
AVES., BROWNELL, NUGENT, HOLMES AND CARROLL STREETS, OUT OF THE JOHNSON
HUNTER LEAGUE, A-35 CITY OF LAPORTE, HARRIS COUNTY, TEXAS.
PORT OF HOUSTON AUTHORITY
°U5°N qG BARBOURS CUT TERMINAL
ENTRY PRE -CHECK FACILITY
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600 E BARBOURS CUT BLVD
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LA PORTE, TEXAS
INSET B
SCALE: N.T.S.
9. CONSTRUCTION PHASING:
PHASE I - SOUND WALL
PHASE II - SITE WORK & PROP. WATER MAIN
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EXISTING WATER LINT}
(TO BE ABANDONED)!
3?
PARKING COUNT:
28 REGULAR SPACES
2 ACCESSIBLE SPACES
30 TOTAL SPACES
2" WATER METER
PROP 12" WATER MAIN -
PROPERTY LINE
140'
1 i S'Ac6 -v
--1 (--10' (TYP)
RAMP
4' L
INSET A
SCALE: 1"-50'
TEM f
1
f DRAINAGE SYSTEM 40
7R MAIN �►
PL)y S
81"
, »
59 16 E 2260.24
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ROP 12" WATER MAINwl
ORTH OF PL) -► �I�
—_-=
(5'
----
_
10"X8' DUMP STER
25'
_PROPERTY LINE 15'
_
_ ?6
- �-
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(PHASE II)(80SF)
120' X 50' BUILDING
PROPERTY LINE
--I--
(PHASE II)(6000SF) D I
o 50' BUI62IN2-SWACK LINE
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IPLOYEE PARKING
A"
1
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SEE INSET
1
34'X17' BUILDING
1 I
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(PHASE I1)(578SF)
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I PROP 6" SAN SWR �I I
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EXISTING 30' U.E.—
(SEE NOTE 2) 1 I
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(SEE NOTE 2)
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PROPOSED CANOPY I
(PHASE II) I
IIT13
1 40' BUILDING SETBACK LINE 11 i i - I I I I SWALE I I
400' BUILDING SETBACK UNE
I I I Ln ( ) PROP 10 x48 I I c�J 20' SOUND WALL PHASE I I I I I— PROP 10 x4
----- g PROPERTY LINE a 20' SOUND WALL PHAS I I I __ _ __ _ _ L_ 1__� _ _ __—�-_____�___
L-1
------ f —=_= _=- ____ T _ _�_EEME( )� _ FH_ EASEMENT PROPERTY LINE I I I
3 I N 8 i' 58' 19" W 2260.24' - 3 CONNECT PROP 6" SAN SWR
o p PROP 12" WATER MAIN o o PROP 12" WATER MAIN
14126.98 ro I- `-CONNECT PROP 1Y WATER MAIN m TO EXISTING CITY OF LA PORTE
Y = 3,233,310.56 NORTH E STREET (UNIMPROVED ROW) 0 - (5' SOUTH OF PL) I TO EXISTING 10" WATER LINE SANITIATY SEWER MANHOLE (5' SOUTH OF PL)
�--------------- ------------______-L'-I o ---------- ROW)
r- - _ - - -------------------1 r----------- ------I r-------------------�
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1 I 1 LOT 32 ; >Q w ; LOT 1 ; ; ; >I o ; > ; ; ; LOT 32 I ¢ r---- -------------� r-------------------
LOT T j
> LOT 32 ¢IW LOT f ¢ I LOT f LOT f LOT 32
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1$ 1¢ a 1 1$2 =1 I .tt $O 1 O 1 1 $1 1 ' ; ;' $`� ; UJ
; ; 1 <102 1 D9 1 Y ; � ; z ; �g ; U;
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9 DLO ' ; 1 Z ; LO o L ; ; ; 3 ; L ; ; ;
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OUT OF THE NEBRASKA SYNDICATE LAND SUBDMSION 'OUT OF LOT 7 OF THE W. B. LAWRENCE SUBDIVISION
PLAT RECORDED IN VOLUME 83 AT PAGE 345 PLAT RECORDED IN VOLUME 1 AT PAGE 27
DEED RECORDS OF HARRIS COUNTY, TEXAS MAP RECORDS OF HARRIS COUNTY, TEXAS
CITY APPROVAL AUTHORITY CERTIFICATION
FLOOD STATEMENT SITE PLAN ACCURACY CERTIFICATE
This is to certify that the City Planning Commission of the City
of La Porte, Texas has approved this Major Development Site This tract is in Zone 'X' and not within the 100 year Flood I, Edelmiro Castillo, am registered under the laws of the State of Texas
Plan in conformance with the laws of the State of Texas and Plain according to the FEMA map #48201CO945J, revised to practice the profession of engineering and hereby certify that above
the ordinances of the City of La Porte and authorized November 6, 1996. plat or site plan is true and correct; and that all bearings, distances,
the recording of this Major Development Site Plan this _ day angles, curve radiuses, and central angles are accurately shown on the
of 12004. site plan.
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o.................... :... o Edelmiro Castillo, P.E.
a EDELMIRO CASTILLO a Texas Registration No. 49753
Director, Planning Department o�'o� �F49753�0
ATTEST: iss GOER ®��
n ONAL 6
/-2" WATER METER
(IRRIGATION)
—7, 4" FIRE LINE (NO
2 HC
FP CES
WHEEL STOPS
E. BARBOURS CUT BLVD
CITY OF MORGANS POINT
CITY OF LA PORTE
TIE TO BARBOURS CUT
DRAINAGE SYSTEM
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- —_ /-SWALE _ -
PROPERTY
LINE
1
50' BU IN S K LINE
135'
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CONC PVMT 1 1
8' CHAINLINK
X = 3.235.546.00
Y = 13.814.646.66
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EXISTING 30' U.E.
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(SEE NOTE 2)
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EXISTING WATER UNE I , I
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PROP 10'x41'
X = 3 235 567.63
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Y = 13,814,246.68
40' BUILDING
SETBACK LINE
-_ —
5"ROP 10 X41 PROP 10 x41
H EASEMENi� EASEMENT
20' SOUND WALL(PHASE I)1
I PROPERTY UNECONNECT
PROP 12" WATER MAIN
Jag
NORTH E STREET (UNIMPROVED
ROW)
TO EXISTING 8" WATER UNE
------------------�-------------------�- -
--------------------�
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LOT 1 ; ; LOT 32 ;
LOT
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By: a��
La Porte City Engineer
CITY OF LAPORTE — PARKING REQUIREMENTS
BY: Required Parking=4(min)+(3/1000sf office space)+1.5(non—office employees)
Chairman aPorte lannmg Required Parking=4+(3/1000sf)(1000sf)+1.5(5)
And Zoning Commission Required Parking=4 spaces+18 spaces+7.5 spaces
Required Parking=30 spaces
By: 4rti Aexo (Affix Commission Seal) Parking Provided = 28 Regular Spaces
Secre L 2 Accessible Spaces
Planning and Zoning Total Parking = 30 Spaces
Commission
CITY OF LA PORTE
SURVEY MONUMENT NO. 48
X = 3,234,316.69
Y = 13.812.741.39
PORT OF HOUSTON AUTHORITY
P.O. BOX 2562
HOUSTON, TX 77252
H. THOMAS KORNEGAY, EXECUTIVE DIRECTOR
CONSULTING ENGINEER
MOFFATT & NICHOL ENGINEERS
11011 RICHMOND AVENUE., SUITE 200
HOUSTON, TX. 77042
WALTER G. SONNE, P.E.
CONSULTING ENGINEER
OMEGA ENGINEERS, INC.
16350 PARK TEN PLACE, SUITE 120
HOUSTON, TX. 77084
EDELMIRO CASTILLO, P.E.
VICINITY MAP
NOT TO SCALE
KEY MAP 540 Y
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PROP 12" WATER MAIN
(5' SOUTH OF PQ
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LOT 32 1
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100' 50' 0 100'
SCALE: 1 "=100'
TOTAL AREA = 20.769 ACRES
LOT COVERAGE =
10.076 ACRES (48.5%)
SITE PLAN
PORT OF HOUSTON AUTHORITY
ENTRY PRE -CHECK FACILITY
BARBOURS CUT TERMINAL
600 E. BARBOURS CUT BLVD.
LA PORTE, TEXAS
ZONING: PLANNED UNIT DEVELOPMENT
03-10