HomeMy WebLinkAboutHOPPIE'S SITE PLANPROJECT
LOCATION OWNER
MIKE AND DONNA LONGTAIN LEGAL DESCRIPTION
1602 WEST MAIN STREET PART OF BLOCK 717
LA PORTE, TEXAS 77571 LOTS 11-20 31,255 SOFT PARKING REO 11RFMEM
(281) 470 - 9633 TOWN OF LA PORTE EXISTING BUILDING
TOTAL SOFT 6090.254 SOFT
,�j f-- SURVEYOR CUST SEATING AREA 1435.582 SQFT
r .MAIN w w CHARLES E. BATES OFFICE, RR, STRG, HALL 3435.582 SOFT
4922 LUELLA AVENUE FOOD PREP AREA 1369.776 SOFT
DEER PARK, TX 77536 LOT SIZE = 31,255 SQ. Fr. EXISTING PARKING
U) (n (281) 479-5135 TOTAL ROOF COVERAGE = 8,124 SQ. FT. 10X18 SPACES 15 SPACES
PROPOSED BUILDING 227 SQ. FT. REQUIRED SPACES
PERCENTAGE LOT COVERAGE _ .007% 10/1000 - 10/1436 SOFT = 15 SPACE
F-
I - GRASS PLANT / AREA = 2,681 SQ. FT.
PROPOSED BUILDING PERCENT OF COVERAGE = 8.5%
1. USE/OCCUPANCY GROUP -GROUP 'A-2' PROPOSED ADDITIONS
2. TYPE CONSTRUCTION -TYPE III, NON -PROTECTED PROPOSED 'A' 496.903 SOFT
PROPOSED 'B' 224.516 SQFT
PROPOSED 'C' 1225.888 SOFT
PROPOSED ADDITIONS
KEY MAP: 540X BUILDING USE PROPOSED 'A' REQUIRED PARKING
HOPPIE'S RESTURANT AWNING COVERED PARKING FOR MOTORCYCLES. 4 PLUS 10/1225.888 SQFT 17 SPACES
( 496.903 SQFT) (4 PLUS 10/1000 SOFT)
PROPOSED 'B' HANDICAPED SPACES = 1 SPACE
NAME OF DEVELOPEMENT: HOPPIE'S RESTURANT ROOFED/WALLED ENCLOSURE FOR RECEIVING AND STORAGE. TOTAL SPACES = 18 SPACE
TYPE OF DEVELOPMENT: RESTURANT ( 224.516 SQFT) PROPOSED SPACES
:RAL NOTES OWNER: MIKE AND DONNA LONGTAIN PROPOSED 'C' 1OX18 SPACES = 42 SPACES
ROPOSED DRIVEWAY, SIDEWALK, CURB, GUTTED LINE AND GRADE BUILDER: FOLLIS CONSTRUCTION AWNING COVERED PATIO SEATING AREA. HANDICAPED SPACES = 2 SPACE
SHALL ;MATCH' EXISTING STREET. ZONED: COMMERCIAL ( 1375.888 SOFT) TOTAL SPACES = 44 SPACE
ROPOSED SIDEWALK SHALL BE CONSTRUCTED WITH PORTLAND JOB ADDRESS: 1602 WEST MAIN
CEMENT,. CONCRETE, 4-1/2 SACK CEMENT PER CUBIC YARD, 4-1/2
INCHES THICK AND 4 FEET MINIMUM WIDTH. SEE DRAWING
NO .3 ;FOR .A)DITIONAL INFORMATION AND DETAILS,
20POSED D'X'
RIVEWAY SHALL BE WITH PORTLAND NOTE: � BENCHMARK IS A SQUARE CUT INTO THE NORTHEAST CORNER
?CEMENT CONCRETE, 5 SACK CEMENT PER CUBIC YARD, 7 INCHES FLOOD ZONE - SHADED , AE O
THICK,'F A STORM DRAIN LOCATED AT THE CURB IN FRONT OF
(PROPERTY LINE. 1602 ; FROM PROPOSED SAW CUT TO RIGHT-OF-WAY LINE WEST MAIN STREET. THE BENCHMARK IBASED ON NAVD,
' IS WITHIN THE 100 YEAR FLOOD PLAIN, PER 1988, 2001 ADJ FROM RM NO. 060030 OF THE HARRIS COUNTY
ROPOSEb THIS TRACT DRIVEWAY REINFORCING ::STEEL IS TO BE #4 DEFORMED.
REINFORCING' BARS (ASTM A615 GRADE 60, UNLESS NOTED) PLAIN FIRM NO. 48201CO-945J DATED NOVEMBER 6, 1996. FLOOD CONTROL DISTRICT.
SPACED AT 24 INCHES GC. EACH WAY. WITH 10 INCHES MINMIUM BENCHMARK:
LAP:�,( W5XW4;AS ALTERNATE) FROM PROPOSED SAW CUT 16.02
TO RIGHT OF,=WAY LINE. (PROPERTY LINE)
WPOSED DRIVEWAY=.REINFORCING STEEL IS TO BE TIED TO
EXISTING'.ROADWAY REINFORCING STEEL WITH A MINIMUM LAP I
NCHES
bSE pO. a
l) GUTTED LINE IS TO BE MAINTAINED AT FACE OF
EXISTINGr: CURB. I
W-,CUT' EXISTING CURB AT EACH END AND KNOCK OUT CURB - ' - - - - - - -
FROM' 14EGINNING TO', END OR PROPOSED DRIVEWAY.
iMPACT;SUBGRADE FOR PROPOSED DRIVEWAY CONNECTION FROM I J I
PROPOSED SAW CUT AT EXISTING PAVEMENT TO RIGHT-OF-WAY LOT 10 Q
LINE, ,COMPACY TO 95% OF :STANDARD PROCTOR DENSITY (+/- LOT 21
2% OPT,MOISTURE). THE COUNTY ENGINERER RESERVES THE I ifl
RIGHT �TO., REQUIRE LABORATORY TESTS TO BE CONDUCTED. - - _ _ - _ _ - _ _ _ _
4ORE;. THAN ONE PROPOSEDDRIVEWAY IS BUILT ON THE SAME I - - - - - - -
3ROPERTY,.,, SAID DRIVEWAYS SHALL BE SEPERATED BY A MINIMUM MH I c A �'T � � PRnPncc�n 't�'_
I _6" SAN SEWER 16 ALLEY G/-1 )ISTANCE , OF 20 FEET (ROADWAYS WITH CURBS AND SIDEWALKS). 1-------,________________ ;-____
CESSIBLE' RAMPS . MUST HAVE A DETECTABLE WARNING SURFACE I (33.0 5�� _ 25 0 25 0 _(25.0 t;
-OR PERSONS WITH VISUAL IMPAIRMENT. (COLOR OR SURFACE TEXTURE. FWD 1/
LANDSCAPING/IRRIGATION METER WILL BE USED. DUMPSTER1 17.50 0 0 0 17.50 FNe
L_ _ - 1/
17.92x 17.60 171 0 I 17.40 ( 17. �'7 _ 17.40 -�( Q C
a
0-MAX '_ 1.2A I-- � �� t 1 ( I A
O-MAX = (1.2) X (0.36) = 0.432 ACFT/SEC. I 8
(FROPOSEDI 17.50 LIJ
I 0 17.4o R
MAX RUN-OFF CON \E�h I
I I-�
(.5) X (0.36) _ .180 ACFT/SEC. 1 ICL
;m X� 1X
14.281 o'o I \ I ,��� 17. N1• 0 01
(� ') /�n 0 I I \ 116 so / ( a
OUTFLOW CFS V I 1 17.50 ( ( ( 1�7
0.432• 17.40 1 .51 17.40 y 9°' 0
2 3.06 (.8) 3.14159 Q= CA 2GH O Z I I X�1
C=0.596 G=32.2 H=3.51 In Z \ ,
x = = I g �'� \\ ( L01 14
>. D = 6.6 = 0.5468 FT 17.59 I f -
4 .6283) A = D2 QI� i .�ILOT j2'^• I IpqB65 i0W 17so * >>o
f2 A = - - (0.5468)2 = 0.2348 I �$ IRESTRICroR \ 610 17.40 h
1. 1 �1 I x I x <\ x ^ x` I LOT 15 x
A = .2348 �- �1I OT 11 OPOSEd L 13 . 17.21
_ .5468, X 12 = 6.56 Q = (C) (0.2348) (64.4) (3.06) V I CONCRET ( I 6 7.4
0 = (C) (0.2348) (14.0379) 001 6 I 7.
21CTOR Q = (C) (3.2961) Fl� ( -+- --- X9� -- -y -- - - - -
Q = (.0596) (3.2961) 17.11x 17.40 1 s6 �66 13 6°' I
Q = 1.965 CFS C 191 q `' 17.4
17.50 -1 0 0 17.50
FND Ip I W I 6
SS ,�0 6.d 16 z cIR
110 - 16.61 16.47 _ - 16.�- - 1un FU 14.56 -
s btak [ Tf'Oe NOTES C62�0 16.18X - 16.67 "
--24 PIPE BM I�I C64
r. 1. SHRUBS TO BE 5 GAL PHOTINIA SPENCER H I G H WAYS
�justrurris FRASERI ® 36" O.C. (SINGLE ROW)
J1'146f� 1 Shrub 2. ` TREES TO BE 2" CALIP. LIVE OAK (V�/)
3. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED BY THE (100, ROW
"REGULATIONS OF HARRIS COUNTY, TEXAS FOR FLOOD
]I"i oUE PLAIN MANAGEMENT" PRIOR TO STARTING CONSTRUCTION.
DSO Ttc7f� 4. OWNER TO OBTAIN ALL PERMITS REQUIRED BY HARRIS
17.70
COUNTY, TEXAS PRIOR TO STARTING CONSTRUCTION a 17.50740
1�51� Wr511 OF UTILITIES AND/OR CULVERTS WITHIN HARRIS
t RtriotOr ;' COUNTY ROAD RIGHTS -OF -WAY.
5. PROJECT WILL NOT HAVE A SEPERATE METER
IRRIGATION/LANDSCAPING.
chmark . DETENTION SECTION
6. SPECIAL EXECPTION: SE05-001 EFFECTIVE 03-29-05
.,m
U m m b
MAX RUNOFF = (.5) X (0.36) = 0.180 ACFT/SEC
Qmox = 1.2A = (1.2) X (0.36) = 0.432 ACFT/SEC 0 cc
.DETENTION (LA PORTE RF) �
CALCULATED REQUIRED DETENTION = 3126 CUFT
AREA (SQFT) X .20 (TOTAL SITE)
CALCULATED PROPOSED DETENTION W
PARKING AREA W/ PARKING = 3429 CUFT .0 ,��
AREA SWALE 0 -�
TOTAL - - U 0 a
= 3429 CUFT \ 44
FLOW RESTRICTION � A ..�
CALCULATED RESTRICTER 6.6"
DESIGNED WATER LEVEL = (17.50) '
_DETENTION SUMMARY:
AREA SERVICED: = 0.36 ACRES
DETENTION STORAGE RATE=C'S: = 1.10 (C86B) ACRES-FEET/ACF'=
DETENTION STORAGE VOLUME REQUIRED: = 3125 ACRES -FEET
DETENTION VOLUME PROVIDED: = 3592 ACRES -FEET
MAXIMUM DESIGN WATER SURFACE ELEVATION: = 17.50'
MAXIMUM OUTFALL RATED ALLOWED: = 0.1800 CFS
MAXIMUM OUTFALL RATE PROVIDED: = 0.1800 CFS
RESTRICTOR SIZE: = 6.6 INCHES
This is to certify that the City of Lo Porte, Texas has
approved this site plan and developement of Hoppies z
Resturant in conformance with the laws of the State O
of Texas and the ordinances of the City f L Port E-
By:- - _ _
Director, Lo orte Planning �' Lo Q
Department (�
Attest: O
By:
L Porte City Engineer
------ - - - - --
P.O. Box 1 W �
604 West Fairmont Parkway M
La Porte, Texas 77572-1115
(� LLl
I, JOHN J. KANE, AM REGISTERED UNDER THE LAWS OF W � F_ �
TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING of O
AND HEREBY CERTIFY THAT THIS MINOR SITE PLAN IS �- N 0 O
TRUE AND CORRECT AS TO PROPOSED SITE IMPROVEMENTS. O p OCR
OHN J.
ANE, P.E
TEXAS REGISTRATION N0. 11780
w
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17.19X C
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e.e• FR V C4
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�g OF
C. FLOW RESTRICTION
* JOHN J. KANE
smoMmR T.O.Y. 16.02
H • it oenrc •�, 1.1780
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16.19X
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_ , u_UaV V L_ J 1 1 s_30 X U U 16_35� 7x::�� C 622 _
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-36" PIPE X 16.08X
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GUTTER LINE
DATE
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1:50 SIDE SLOPE
NON-E7TRUDING PREFORMED JOINT 4' SIDEWALK .TDB
NO
DRNEWAYRADIUS
HOPPIE'S
PROPOS lus 15,
SIDEWASIDEWALKR.o.W. LINE CUR
DRAWING NO
36 MAX. 12 MIN. I
1
.
HARRIS COUNTY
LRN DEPT. DWG. B ISSUE
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