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PROJECT DESIGN INFORMATION (EXISTING t ADDITION)
SPECIAL CONDITIONAL USE
PERMIT (SCUP) 05-001
ZONED: LIGHT INDUSTRIAL (L-D
402 N i6TH STREET
LA PORTE TEXAS
4800 50. FT. EXISTING WAREHOUSE
2400 50. FT. WAREHOUSE ADDITION
BUILDING HEIGHT: 16 FT.
SINGLE STORY
EXISTING PARKING: 13 SPACES
NEW PARKING: 6 SPACES
19 SPACES TOTAL
OCCUPANCY TYPE: GROUP 5-1
CONSTRUCTION TYPE: TYPE II-B
BUILDING AREA:
BASE ALLOWABLE 11,500 SQ.FT.
(ALLOWABLE PER TABLE 503)
TOTAL BLDG AREA: 1.200 SQ. FT.
OCCUPANCY BREAKDOWN: 500 SQ.FT. GROSS = 14.4 = 15
CONSTRUCTION MATERIALS:
FLOOR: CONCRETE
EXT. WALLS: METAL BUILDING
ROOF: METAL BUILDING
EXISTING LANDSCAPE LEGEND:
( NERIUM OLEANDER (PROPOSED 2 OLEANDERS)
LIVE OAK TREE (PROPOSED I TREE)
LOT COVERAGE (402 N. I6th STREET):
LOT SIZE AREA - 34,580 $0. FT.
MAXIMUM LOT COVERAGE = 10% REQ'D
ROOFED BUILDING AREA = 1,255 50. FT.
ACTUAL LOT COVERAGE = 21% PROVIDED
DUMPSTER NOT REQUIRED / APPROVED BY THE CITY
402 NORTH 16TH STREET:
LEGAL DESCRIPTION:
SURVEY OF LOTS 13 THRU 20 A PORTION OF A
16 ALLEY BLOCK (52, TOWN OF LA PORTE
RECORDED IN VOL, 58. PG. 462, H.C.D.R.
AND THE NORTH 1/2 OF TYLER STREET TOWN OF LA PORTE
RECORDED IN VOL. 58. PG. 462, H.C.D.R.
IN THE JOHNSON HUNTER SURVEY ABSTRACT NO.35
HARRIS COUNTY. TEXAS.
NOTES:
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD
STRUCTURES THEREON WILL BE FREE FROM FI
B.F. ELEV. = 18.5' BASED ON SCALING FROM
FLOOD PROFILES OF LITTLE CEDAR CREEK
318 NORTH 16TH STREET;
LEGAL DESCRIPTION:
LOTS I TRHU B. AND 1/2 OF EAST ALLEY.
BLOCK 681, TOWN OF LA PORTE AS
RECORDED IN VOL. I. PG. 33, H.C.M.R. IN
THE ENOCH BRINSON SURVEY, A-5, CITY
OF LA PORTE. HARRIS COUNTY, TEXAS.
15TH STREET
(UNIMPROVED 60.0' R.O.W.)
130.00, 5 03 OV 39" E
G
---------------------------------------------------------------------------------------------
— — — — — — — — — — — — — — — — — — — — — — — — — — —
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AND/OR
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CITY APPROVING AUTHORITY CERTIFICATE
THIS 15 TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS
HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF
DNV PETROLEUM SERVICES. INC. BUILDING ADDITION IN CONFORMANCE
WITH THE ORDINANCES OF THE CITY OF LA PORTE.
(if, 0 *v.3• lZ
BY.
DIRECTOR, PLANING DEPARTMENT
t-
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SEWER —
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WATER
40
Apr
EXIST. FIREHYDRANT
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20, FRONT SETBACK
PLAT (SITE PLAN) ACCURACY CERTIFICATE
1 I. WF5 L EY D SHEFFF_ R, PE , AM REGISTERED UNDER THE LAWS
I OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF
ENGINEERING (OR SURVEYING) AND HEREBY CERTIFY THAT THE
ABOVE PLAT (SITE PLAN) IS TRUE AND CORRECT; AND THAT ALL
BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL
ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
WE51EY 0 SHEFFER , F-F.
(PRINT NAME)
TEXAS REGISTRATION No. /I 0 a8 7
(AFFIX SEAL)
1 'cE OF TRyh.
I BLOCK Q�ORTE
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130.00' N 03 06' 39' W-
EXISTING 8' WATER MAIN `THE CITY RETAINS THE RIGHTS
TO DRAIN ANY UPSTREAM NON -POINT 3'_p
No cH _ FLOW THRO%IH 30' WIDE
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XISTING F.F.E.= 18.0
UI ING B BUILDING SETBACKS ARE
-EXISTING NONCONFORMING USE
COP OVERHANG
CITY 20' FRONT SETBACK
200.00'
' somm"Ail"m
SERVICES, INC.
402 NORTH 16TH STREET
LAPORTE, TX T7571
OWNER:
D NV PETROLEUM
LA PORTE
A NORTH i6TH STREET
LAPORTE, TEXAS 77571
281-470-1030
ARCHITECT:
1'-2 1/2" HIGH
RETENTION WALL
TIM BROADHEAD ARCHITECTS
4" OFF P.L.
811 BRADFORD AVE. SUITE 6A
._._._._._._
®
KEMAH, TEXAS 77565
281-334-67oo
DRAINAGE EA EMENT AND EXISTING IS' R.C.P.
ACCEPTS NO RESPONSE -
8• RCP FOR ITS „AN(TENANCE' a EXISTING 8' WATER NAIN
R10'-tr R70'-O- — — — — —— -- — — —— — — — —
—'-- — — — —— -EXISTING 2'GAS-------
EXISTING EXISTING l i N O R T H 16 TH S T R E E T EXISTING
DRIVEWAY DRIVEWAY UO' R.O.W DRIVEWAY p4v4,4�,4_ add Cox /jo
NOTE: S uC6f)
A CONSTRUCTION ELEVATION CERTIFICATE REQUIRED %a r
ON THE TOP OF FORM BEFORE CALLING FOR THE
402 NORTH 16TH STREET CERTIIFICATEIWLL BE REQUIRED BEFORE CALLING 0 NORTH i6TH STREET
(60.0' R.O.W.) FOR THE BUILDING FINAL INSPECTION. _
STYE PLAN DEVELOPMENT FOR BUILDING ADDITION
SCALE: �,zo.o"
ENGINEER:
LENTZ ENGINEERING, L.C.
4710 BELLAIRE BLVD., SUITE 250
BELLAIRE, TEXAS 774o1
713-839-8900
APPLICABLE CODES:
2009 INTERNATIONAL BUILDING CODE (IBC)
2009 INTERNATIONAL RESIDENTIAL CODE (IRC)
2009 INTERNATIONAL ENERGY CONSERVATION
CODE (IECC)
2009 UNIFORM MECHANICAL CODE (UMC)
2009 UNIFORM PLUMBING CODE (UPC)
2011 NATIONAL ELECTRICAL CODE (NEC)
WITH LOCAL AMENDMENTS
(COMMERCIAL ! RESIDENTIAL)
2003 INTERNATIONAL FIRE CODE (IFC)
WITH ADOPTED AMENDMENTS TO FIRE CODE
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Surveyors Notes:
1. The bearings shown on this survey are based on Texas State Plane Coordinates, South Central
Zone (4204) NAD83 horizontal datum.
2. Only those improvements that were evident from a visual inspection of the subject property are
shown on this survey.
3. The surveyor has not abstracted the site for easements, and no title commitment has been furnished,
therefore all encumbrances on the subject property may not be shown hereon.
4. The subject property is located on mop 540 W of the Key Map for Harris County, Texas.
5. The Harris County Appraisal District has designated the subject property as account numbers 024-
070-052-0003, 024-070-052-0004 and 024-070-052-0005.
6, The address of the subject property is 318 North 16th Street, Lo Porte, Texas 77571.
7. Adjoiner deed information based on Harris County Appraisal District information obtained from
hcod.org on 02/10/12 and on Harris County grantor/grantee indexes provided by Courthouse Direct
on 02/10/12 and may not represent current owners.
8. Improvements shown hereon are based on observable above ground evidence found at the time of
the survey, therefore there may be additional improvements under the surface that were previously
constructed, and ore not shown on this survey.
9. All underground utility lines shown hereon are based on observable above ground evidence found
at the time of the survey, therefore there may be additional underground utility lines including
pipelines located under the surface of the subject property that are not shown on this survey.
10. No utility plans or right-of-way maps showing the location or proposed location of utilities were
obtained from utility companies for the purpose of this survey.
11. No building restriction lines are shown hereon.
12. Unable to locate connecting structure.
t10
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Tract i
Reliant Global, Inc.
to
Lot it Vanezia Properties LLC.
C.C. File No. 20110340457
O.P.R.R.P.H.C.T.
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28.0' West of FI 4-(s) 17,63
Properly line-..�... Sea e.". hale
- Tract 1
Bob Warren Roberts, Jr.,
cnd Cliff Lee Roberts
to
ONV Petroleum Services, Inc.
C.C. File No. Y398218
ak' O.P.R.R.P.H.C.T.
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5�6.R
Flood Statement Benchmark Elev. 23.12'
Flood Statement: The Federal Emergency Management Agencys Flood Insurance Floodpiain Reference Mark Number 010305 being a brass disk stamped 010305
Rate Map for the City of La Porte, Harris County, Texas and Incorporated Areas, at Sens Road and Du Pont La Porte Credit Union located on concrete walk, on
Community No. 485487, dated June 18, 2GO7, Indicates that this tract is within center of median at entrance in Kil 54OW in the Clear Creek Watershed
Zone 'AE', Special Flood Hazard Areas subject to inundation by the LOX annual near stream A104-07-00.
chance flood event, Base Flood Elevation determined, as shown on Mop and (NAVD 1988, 2001 Adjustment)
Panel No. 48201C945L. This determination has been made by scaling the ,
property on the above referenced mop and is not the result of an elevation Temporary Benchmark #1 Ell 19.01
survey. Warning: If this site is not within an Identified Special Flood Hazard
Area, this statement does not Imply that the property and/or the structures Box cut In curb at the Southeast comer of the parking lot approximately 145'
thereon will be free from flooding or flood damage. On rare occasions, greater t east of the east line of 16th Street, as shown on survey.
floods can and will occur and flood heights may be increased by manmade or (HAND 1988, 2001 Adjustment)
natural causes. This flood statement shall not create liability on the part of the
9urVeyo`• Temporary Benchmark #2 Elev. 19.63'
Base Flood Elevation: 18.5' based on scaling from Flood Profiles of Little Cedar
Creek Railroad Spike in power pole at the Northeast comer of the intersection of 16th
Street and Tyler Street, as shown on survey.
(NAVD 1988, 2001 Adjustment)
t 23
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Tract 1 '��
Reliant Global, Ina 9
to
erties LLC.
C.C.nFile allo. a20110340457 {•°t 22 �•t 0 • 35
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MATCH EXIST
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D TOB 19.35 FL 16.99
an TOE 17.44 d IXrt
PROP ONE TOE 17.29 C
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Tract 1 TOB 19.88 1 r+
Bob Warren Roberts, Jr
and Cliff Lee Roberta ,o 0
to TOE 17.29
DNV Petroleum Services, Inc.' '^
C.C. File No. Y398218 N V
.¢ O.P.R.R.P.H.C.T. TOE 17.29 � _ N o Ifi
0.7938 Acre
35,580 Sq. fjt. MATCH EXIST
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FILE NO. 2MB0168938
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T. Kenneth Higginbotham and
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Project
Location
Vicinity Map
Scale: 1" = 1/2 Mi.
LEGEND
EXISTING
X esOl a
0P 15
bi
Xa
RIM 68.85
FIL 55.30
•
C
-illi-
X
B
DETENTION
)K
INCREASED IMPERVIOUS COVER:
BUILDING AND PAVEMENT
0.125
Ac
F
DETENTION WATER SURFACE +
0.143
Ac
A
TOTAL
0.268
Ac
-0-0-
PROPOSED
DETENTION RATE (LESS THAN 1 ACRE)
0.20
AcFt/Ac
FF
FL
DETENTION VOLUME REQUIRED
TIC
0.268 Ac X 0.20 AcFt/Ac =
0.054
AcFt
TIP
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DETENTION VOLUME PROVIDED =
0.054
AcFt
DESIGN WSEL =
17.5
Ft
FLOODPLAIN MITIGATION
-110 -
a
BASE FLOOD ELEV (2001 ADJ) =
18.5
Ft
FILL BELOW B.F.E.
0.036
AcFt
DETENTION BELOW B.F.E. +
0.054
AcFt
CUT VOLUME REQUIRED BELOW B.F.E.
0.090
AcFt
CUT VOLUME PROVIDED BELOW B.F.E.
0.134
AcFt
-
0.090
AcFt
ELEVATION
TOP OF CURB
GUTTER
RIM
FLOWLINE
MANHOLE
CLEAN OUT
POWER POLE
DOWN GUY
FIRE HYDRANT
WATER VALVE
WATER METER
BLOWOFF VALVE
STREET SIGN
AREA LIGHT
TELEPHONE ENCLOSURE
TELEPHONE CABLE MARKER
GAS METER
CHAIN LINK FENCE
FINISH FLOOR
FLOWLINE
TOP OF CURB
TOP OF PAVEMENT
DIRECTION OF FLOW
TOP OF BANK
SIDE SLOPE
TOE OF BANK
SWALE DIRECTION OF FLOW
PROP CHAIN LINK FENCE
EXCESS MITIGATION PROVIDED 0.044 ACFt 20 0 10 20 40 Feet
SCALE: 1" = 20'
GENERAL NOTES
1. EXISTING UTILITIES ARE SHOWN ON THE PLAN IN A GENERAL
MANNER FROM INFORMATION SUPPLIED BY THE SURVEYOR,
EXISTING PLANS, AND / OR INFORMATION PROVIDED BY U11LTY
OWNERS. THE CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF ANY CONFLICT.
2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER
OF ANY DISCREPANCIES IN THE PLANS AND SHALL NOT
CONTINUE WITH THAT PORTION OF THE CONSTRUCTION UNTIL
THE DISCREPANCY IS RESOLVED.
3. ALL SHEETS ARE AN INTEGRAL PART OF THESE PLANS AND
THESE PLANS SHALL ONLY BE USED IN THEIR ENTIRETY.
CONTRACTORS AND SUB-CONTRUCTORS SHALL REVIEW THE
ENTIRE SET OF CONSTRUCTION PLANS BEFORE BEGINNING WORK
ON THIS SITE.
4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION.
5. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY
REGULATION OF THE CITY OF LA PORTE FOR FLOOD PLAIN
MANAGEMENT PRIOR TO CONSTRUCTION.
6. THE OWNER SHALL OBTAIN ALL PERMITS REQUIRED BY THE
CITY OF LA PORTE AND TX.D.O.T. PRIOR TO THE START OF
CONSTRUCTION.
7. STORM SEWER PIPE MATERIAL FOR THE PROJECT SHALL BE
HIGH -DENSITY POLYETHYLENE (HOPE) OR REINFORCED
CONCRETE PIPE (RCP)AS NOTED ON THE PLAN. SANITARY
SEWER PIPE MATERIAL SHALL BE P.V.C. SDR 26 (SCH 40) OR
GREATER.
8. CONTRACTOR TO COORDINATE WITH THE SURVEYOR TO CHECK
AND / OR RESET THE BENCHMARK AND THE PROPERTY
CORNERS. BOUNDARY AND TOPOGRAPIC SURVEY INFORMATION
FOR THIS PROJECT WAS SUPPLIED BY CIVIL-SURV LAND
SURVEYING L.C. TELEPHONE (713) 839-9181.
9. ALL EXISTING BUILDING LINE AND EASMENTS ARE RECORDED IN
COUNTY CLERK FILE NO. 640243 MAP RECORDS, HARRIS
COUNTY TEXAS.
10. THE CITY RETAINS THE RIGHTS TO DRAIN ANY UPSTREAM
NON -POINT FLOW THROUGH 30 WIDE DRAINAGE EASEMENT AND
ACCEPTS NO RESPONSIBILITY FOR ITS MAINTENANCE.
NO.1 DATE I REVISIONS I APP.
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY
OF LENTZ ENGINEERING, I.C. THIS DOCUMENT IS NOT TO BE SOLD,
COPIED, OR REPRODUCED WHOLE OR IN PART, WITHOUT THE
CONSENT OF LENTZ ENGINEERING, I.C.
D.N.V. PETROLEUM
CITY OF LAPORTE, TEXAS
GRADING PLAN
WESLEY D: SHEFFER
).�1�• ,110287
141OOvi,ii it q/a�111'173/-Q
or. W.D.S. ape No.: LE-12020 s
D eY: W.D.S. DATE: MARCH, 201 EE C.1
ED BY: W.D.S. SCALE 1" = 20' T
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TOP OF BANK
TC MINUS 0.22'
SEE PLAN FOR
AND TC F
ELEVATIONS
{ .. +
I f
6.5'
100-YR DETENTION WSEL 17.50 V
_ 1% MATCI
i=XIS r DI I Cl I F IEXIST GRADI
_
10.75'
SEE PLAN
TOE ELEVA
SEE PLAN
TOE ELEVA
SEE PLAN FOR -
TP AND TC
ELEVATIONS TOB 18.50
<. 100-YR DETENTION
WSEL 17.50 _ Q
2'
TYPICAL SECTION E-E
N.T.S.
10' 1 2'
10'
8'
'L
2' 1
NG
FF 20.38
NG
71
TYPICAL SECTION D-D
N.T.S.
27'
2'
100-YR h
DETENTION E
WSEL 17.50
SEE PLAN FOR
FL ELEVATION
TCH
ST GRADE
NG
100-YR DETENTION WSEL 17_50 Q - .. --1% --- -- — -- - -- - - - _ — — — — - - -
\-SEE PILOT
CHANNEL DETAIL
TYPICAL SECTION C-C
N. T. S.
2'
100-YR.DETENTION WSEL 17.50 V,
—SEE PILOT
CHANNEL DETAIL
TYPICAL SECTION B-B
N.T.S.
12' MAINTENANCE BERM
N G 2
PLAN FOR
_EVATIONMA
EXIST GR,
SEE PILOT
CHANNEL DETAIL
TYPICAL SECTION A -A
N. T. S.
0
27'
Project
Location
Vicinity Map
Scale: 1" = 1/2 Mi.
5' 1 2'
SEE PLAN FOR
TOE ELEVATION
5'
SEE PLAN FOR
TOE ELEVATION
NOTE:
CONTRACTOR SHALL ESTABLISH FULL
GRASS COVERAGE ON ALL UNPAVED
DISTURBED AREAS BY FINAL GRADING
WITH 6" TOP SOIL THEN HYDRO -MULCHING
OR DRILL SEEDING AND WATERING.
M� o
REINFORCED CONCRETE. SEE PLAN FOR
3 X #4 LONG. BARS. FL ELEVATION
#4 LAT. BARS ® 18" O.C.
PILOT CHANNEL DETAIL
N.T.S.
2'
TCH
ST GRADE
_MAT H
EXIST GRADE
NO.I DATE I REVISIONS I APP. [1
THIS DOCUMENT AND RELATED DETAILS REMAIN THE PROPERTY
OF LENTZ ENGINEERING, LC. THIS DOCUMENT IS NOT TO BE SOLD,
COPIED, OR REPRODUCED WHOLE OR IN PART, WITHOUT THE
CONSENT OF LENTZ ENGINEERING, LC.
M81RETTVD.,
L.O. SUITE 250
XAS 77401
-839-8900
-839-9020
D.N.V. PETROLEUM
CITY OF LAPORTE, TEXAS
GRADING SECTIONS
A0
0 WESLEY D: SHEFFERO
�0110287•••
Ilk CCENS....
0000000
BY: W.D.S. aos No.: LE-12020 s
n By. W.D.S. DATE MARCH, 2012 E C2
ED BY: W.D.S. sme N.T.S. T