HomeMy WebLinkAbout20170726164750526MATES AND BOUNDS DESCRIPTION
LEGAL DESCRIPTION
1.7277 ACRE TRACT
A TRACT OF LAND CONTAINING 1.7277 ACRES BEING A PORTION OF LOT 1 BLOCK 1
COLLEGE VIEW SUBDIVISION RECORDED IN FILM CODE No. 364020 OF THE MAP RECORDS
OF HARRIS COUNTY, TEXAS AND ALL OF COMMERCIAL RESERVE REPLAT OF LOT 1 BLOCK i
COLLEGE VIEW SUBDIVISION RECORDED IN FILM CODE No. 572231 OF THE MAP RECORDS
OF HARRIS COUNTY, TEXAS SAID I1.7277 ACRES BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
` BEGINNING, AT THE NORTHEAST CUT -BACK CORNER OF THE SOUTHEAST INTERSECTION OF
SPENCER HIGHWAY (I DO- R.O.W.)'AND LUELLA BOULEVARD (75' R.W.O.W.)
I THENCE, NORTH 86 DEGREES 57'MINUTES 54 SECONDS EAST, ALONG THE SOUTH RIGHT -OF
WAY LINE OF SAID SPENCERHIGHWAY, A DISTANCE OF 189.91' FEET TO A POINT FOR
CORNER MARKING THE NORTHWEST CORNER OF RESERVED OF REPLAT OF BROOKGLEN,
SECTION 2 RECORDED IN VOLUME 167, PAGE 109 OF THE MAP RECORDS OF HARRIS
COUNTY, TEXAS.
THENCE, SOUTH 02 DEGREES 54 MINUTES 35 SECONDS EAST, ALONG THE WEST LINE OF
SAID REPLAT OF BROOKGLEN,'SECTION 2 A DISTANCE OF 376.53' FEET TO A POINT FOR
CORNER AND BEING THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED TRACT SAME
CONVEYED TO PLAZA AT SAN JACINTO PARK, LTD RECORDED IN HARRIS COUNTY CLERK'S
FILE No. S92921.
THENCE, SOUTH 86 DEGREES 57, MINUTES 55 SECONDS WEST, ALONG THE NORTH LINE OF
i
SAID CALLED 5,500 ACRE TRACT,' A DISTANCE OF 199.99' FEET TO A POINT FOR CORNER
AND BEING IN THE EAST RIGHT-OF-WAY LINE OF SAID LUELLA BOULEVARD.
THENCE, NORTH 02 DEGREES 54' MINUTES 15 SECONDS WEST, ALONG THE EAST RIGHT -OF
-WAY LINE OF SAID LUELLA BOULEVARD, A DISTANCE OF 366.58' FEET TO A POINT FOR I
CORNER
THENCE, NORTH 42 DEGREES 17 MINUTES 53 SECONDS EAST, ALONG SAID CUTBACK LINE
A DISTANCE OF A4.15' FEET TO THE POINT OF BEGINNING AND CONTAINING 1.7277
ACRES OF LAND MORE OR LESS.
FLOOD STATEMENT
BASED IN THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 48201CO940 L
DATED JUNE 16, 2007. THE TRACK HEREBY SURVEYED LIES WHOLLY WITHIN ZONE W
1 AREAS DETERMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN j
i
CONSTRUCTION AREA:
LOT SIZE: 1.7277 ACRES j
BUILDING AREA: - 0.2420 ACRES
1 MAXIMUM LOT COVERAGE IN X° ZONE:
MAXIMUM COVERAGE PER PLAN: 27,1780 Sq.Ft.
L i
PARKING TABULATION
PARKING REQUIRED BY THE C17 YIOF LA PORTE Tx ARTICLE
VI OFF-STREET PARKING, SECTION 106-839 2012 NAICS
CODE 445110
PARKING SPACES REQUIRED
TOTAL PARKING SPACES REQUIRED FOR NEW BUILDING
INCLUDING ADA SPACES:
(4 PER 1,000 S.F. -15%)
(4 x 10,557 S.F. - 15% = 36 SP
1,000
PARKING SPACES REQUIRED: - 36 SP
PARKING SPACES PROVIDED: - 46 SP
PARKING SPACES PROVIDED
TOTAL PARKING SPACES REQUIRED FOR NEW
BUILDING INCLUDING ADA SPACES:
2 SPACES
TOTAL PARKING SPACES PROVIDED FOR NEW
BUILDING INCLUDING ADA SPACES:
2 SPACES
ADA CARS SPACES REQUIRED:
2 SPACES
ADA CARS SPACES PROVIDED:
2 SPACES
LOCATION:
3101 LUELLA BOULEVARD
LA PORTE, TEXAS. 77536
LEGAL DESCRIPTION:
COMMERCIAL RESERVE REPLAT OF
COLLEGE VIEW SUBDIVISION FILM
CODE No. 572231 H.C.M.R. A
SUBDIVISION OFi.7277AC.
= 75,259 S.F. LOT i BLOCK 1
TENANT:
NEW SHELL BUILDING GENERAL
RETAIL
SCOPE OF WORK:
PROPOSED RETAIL
(SHELL BUILDING)
OCCUPANCYTYPE:
GROUP 1-3
CONSTRUCTION TYPE., -11 A
BUILDING' AREA:— a 10,557 S.F.
PROJECT DESCRIFTION
21'-W
_^ S 02°54'35" E 376.53' N
— m —
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5' SIDEWALK (EXISTING) SIGNAL
LUELLA BOULEVARD
(75' WIDE R.O.W.)
NOTE:-
�,1 COM�1� ALL NEW PROPOSED LANDSCAPING SHALL BE PROVIDED WITH AN
�� • �� APPROVED IRRIGATION SYSTEM. A SEPARATE PERMIT IS REQUIRED
�arts5 3�° Lt �11 o AT THE TIME OF BUILDING PERMIT FOR THE PROPOSED IRRIGATION
A � SYSTEM
VICINITY MAP
7k = SITE LOCATION
KEY MAP - 296 Wo
RESIDENCES
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L E G E N D
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HARDWOOD BLEND - LIVE OAK/ WATER OAK 12 1 /2'
CALIPER 12' -14' HT. x 7' - 8' FULL SPREAD)
32
TOTAL NO OF STREET TREES:
EVERGREEN SHRUBS/ HEDGE - COMBINATION OF
DWARF GARDENIA WAX LEAF LIGUSTRUM & INDIAN
160
HAWTHORNE (5 GALLONS 36' APART)
TOTAL No. OF SHRUBS:
GRASS ST. AUGUSTINE/ BERMUDA GRASS
SITE DEVELOPMENT TABLE
Proposed ( 10.557 Sq.Ft.) Shell Building
PARKING REQUIREMENT — 4 /1000 Sq.Ft.
Total Area of the Property
77,262
1.7277
Sq.Ft
Acres.
Existing Impervious Cover
0.000
Sq.Ft
Total Impervious Cover
27,178
Sq.Ft.
Total Lot Coverage
27,178
Sq.Ft
Proposed Building Area - Shell Building
10,577
Sq.fT.
Proposed Area Sidewalk
4,627
Sq.FT.
Proposed Paving Area
13,875
Sq.Ft
Proposed Landscaping Area
4,627
Sq.Ft
Percentage Landscaping Area
1.6 %
S I T E D A T A T A B L E
ADDRESS
3101 LUELLA BOULEVARD
OWNER/CONTRACTOR
AJAY K. JAIN
OWNER ADDRESS
3512 ACORNWOOD WAY, HOUSTON,TX. 77059
OWNER CONTACT
281-546-0329
PROJECT DESCRIPTION
RETAIL BUILDING
NOTE:
The General Contractor will be responsible for making the
Sanitary Sewer Connections. The General Contractor is
responsible for contacting the Public Works Department for
an Inspection before. Contact Public Works at 281-471-9650
5'
U
v — — — — 20_BUILDING LINE
_ 10' BUILDING LINE
(FILM CODE No. S 4020 HH.C.M.RJ
_ -
IOTE:
ROPOSED LIGHTING WILL BE SHIELDED FROM VIEW AND GLAR
IN ADJACENT RESIDENTIAL PROPERTIES AND RIGHTS -OF WAY.
CITY APPROVING AUTHORITY CERTIFICATE
This is to Certify the City of La Porte, Texas has approved this Site Plan and development of
NEW SHELL BUILDING GENERAL RETAIL I in conformance with the Ordinances of the City of La Port
By
rty Engin City Planner Director, Planning Department��6
ona p0re�aQMdi%
SITE PLAN ACCURACY CERTIFICATE
I
1: Jorge L. Trevino, Am registered under the laws of the State of Texas to practice the'
profession of Engineering and hereby certify than above plat or site plan is true and
correct; and that all bearings, distances, an%0s,.ajVves radiuses, and central angles are
�!
accurately shown on the plan. ! y,�p'c� g,F rE•I',q °*1`I/
s
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�.................. REVINO f
JORGE S .. ............
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Jorge L. Trevino P.E. t 1.6 4 5
Texas Registration No. 96485 rtt
(Affix Seal) tt� UZ �to5ra
AREA: 1 0, 557 SQ. Pr.
NOTE SITE PLAN
NO NATURAL GAS WILL BE UTILIZED IN THIS SITE SCALE: 1 2°=2C'-C°
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DRAWN BY:
G.C.
CHECKED BY:
G.C.
SCALE:
AS SHOW
SHEET:
02 OF 32
DATE:
11/01/13
JOB No.
GC-13-115
PRESSURE BLACKFLOW PREVENTER
009M2QT 1' 74620 OR SIMILAR
NOTE:
PROTECTS HOME AGAINST BACK
SIPHONAGE AND HEALTH HAZARDS
9 - BACKFLOW PREVENTER DETAIL I
3/40 HOSE BIIBB WOODFORD
Y-95 WITH VACUM BREAKER,
NON FREEZE
EXTERIOR WALL
INSULATION W/ REMOVABLE
14 GA. SHEET METAL HOUSING
PAINT AS DIRECTED BY OWNER
CATE VALVE
TYPE'K' COPPER, NO
JOINTS BELOW SLAB
RE: PLANS FOR SIZE
SLEEVE 4 CAULK
�- BUILDING ENTRY
FINISHED FLOOR
I "A" COLD WATER ENTRY DETAIL
I . THE CONTRACTOR SMALL EXECUTE ALL PLUMAING WORK IN
ACCORDANCE WITH APPLICABLE PWMAING CODE.
2. ALL HOT WATER LINES TO BE COPPER AND ALL COLD LINE TO
BE PVC
3. ALL PWMAING, DRAIN, WASTE AND VENT LINES TO BE SCH.
40 PVC.
4. ALL FLOOR DRAINS TO HAVE 4' DEEP SEAL TRAP AND TRAP
PRIMERS.
5. ALL WATER CLOSETS SHALL NOT EXCEED MORE THAN 1.60
GALLONS OF WATER PER PWSH.
G. ALL SINKS SHALL NOT EXCEED MORE THAN 2.20 GALLONS
OF WATER PER MINUTE. -
7. ALL WATER PIPING SYSTEM SMALL BE VALVED AT THE INLET
SIDE OP ALL EQUIPMENT WITH HOT OR COLD WATER
CONNECTIONS AND OUTLET 51DE OR HOT WATER AND STEAM
CONNECTIONS.
8. ALL OPEN PIPING SMALL BE CAPPED OR PLUGGED TO PREVENT
ENTRY OF FOREIGN MATERIAL DURING THE CONSTRUCTION
PERIOD,
9. ALL PIPING SHALL 5E SECURED, FASTEN TO TRU55E5, WALL5
OR STUDS.
10. PIPING SHALL NOT CONTACT ELECTRICAL CONDUITS AT ANY
POINT, DIRECTLY OR INDIRECTLY THROUGH PIPE SUPPORTS.
PLUMBING NOTES
TO PUI
SEWER
BY OTHERS
PLANT VIEW
N.T.S.
TC
SEWER
NOTE;-
I.- GREASE 0
MODEL No. GP-100 OR SIMILAR
2: SAMPLE WELL BASIN PART(
KITCHEN
E
w is
MODEL No. SWB454 OR SIMILAR ELEVATION
N.T.S.
3 - GREASE INTERCEPTOR DETAIL SERIES GT 1000 OF 1,000 GALLONS
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THE GENERAL CONTRACTOR WILLBE RESPONSIBLE
FOR MAKING THE SANITARY SEWER CONNECTIONS
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
COWAC71NG THE PUBLIC WORK DEPARTMENT FOR
AN INSPECTION BEFORE COVER
CONTACT PUBLIC WORKS AT(ZB 1) 471-9650
{�CT&415��INE 9G 4—C1rk-T�MNE �
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STORAGE
EXISTING BUILDING
— — — — — ----- 1�------------------------- (FILM WORE 7INE H.C.E21L- _-------.T-- —
Mal
5' SIDEWALK (EXISTING)
34
SHELL
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22 1' PVC SCH 40 LW.L — I
I i/4' PVC SCH 40
ul
— — — _ _ _ I i/4• PVC SCH 40 _ _ _ _ _�
-1NE— - _ — — — — --
t� 16RLG— —
- 1 PVC SCH 40 v
— — — — — — — — —
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---- —_—_— — 1° PVC SCH 40 LW.L
I' IRRIGATION
N 02054'35o W 195.02'
TER METER�-
..._
5' SIDEWALK (PROPOSED)
LUELLA BOULEVARD
(75' WIDE R.O.W.)
NOTE
NO NATURAL GAS WILL BE UTILIZED IN THIS SITE
RE: DETAIL A'
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20,
5' 757
El
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------- 20* BUILDING
— (FILM
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VATER METER
UTILITY PLAN
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DRAWN BY: G.C.
CHECKED BY: G.C.
SCALE: AS SHOW
SHEET: 06 OF 32
DATE: 11/01/13
JOB No.
GC-13-115
SHEET
x 10'-010NG.
POST
TYPICAL DETAIL
N.T.S.
SECTION: I
CONDUIT:
PIPE PVC 110
SCH.80
rn �
I
3 WIRE 10 GA
CONDUIT:
PIPE PVC 14V
SCH.80
LAMP 400W. EACH
R. 3/4' W/14) 3/4T8 A 325
ANCHOR BOLTS 12' LONG.
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NOTE
FOR DETAIL SEE RISER DIAGRAM
RE SHEET E-2
III
a ='
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11
1
UNDERGROUND CONDUCTORS: 11
2 SET OF 500 KCMIL 3Ye' C
(THHN/THWN,CU800AMP.IM.) II
RESIDENCES
T T T T T T T
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H - 03<] /-zo• HEIGHT
5' SIDEWALK (EXISTING)
LUELL.A BOULEVARD
(75' WIDE R.O.W.)
t � ^•,•nYar
"A - DETAIL
— — — — — —16' UTILITY EASEMENT
_ _zo' BUILDING uNE — —
A 5' x 2a' AERIAL EASEMFM
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-SEE DETAIL W
— — — _ — — _ 20' BUILDING LINE
I0' BUILDING LINE
(FILM CODE No. 36r.020
IMPORTANT NOTE:
(UNDERGROUND ELECTRICAL LINES)
2 SETS 3� C POWER POLE TRANSFORMERS MOUNTED
WEATHER HEAD SERVICE 120Y/208V, 3PH, 4W 600V
COMPLIANCE ALL REQUIREMENTS COORDINATE WITH
LOCAL ELECTRICAL UTILITY COMPANY THE LOCATION.
INITIAL FAULT CURRENT IS 12,120 AMP I RMS. SYM, I
ELECTRICAL CONTRACTOR WILL VERIFY BEFORE
INSTALLATION.
EXTERIOR LIGHTING PLAN
SCALE: i 2'=20'-0'
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JORGE I t) EVINO
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DRAWN BY: G.C.
CHECKED BY: G.C.
SCALE: AS SHOW
SHEET: 00 OF 00
DATE: 11/01/13
JOB No.
GC-13-115
SHEET
C=06-