HomeMy WebLinkAboutBEST WESTERN LA PORTE SITE PLAN12th STREET
(UNDEVELOPED) 0
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3 12th STREET
(UNDEVELOPED)
25.0 a 25.0' 21, 8' 120 D SCALE: 1 "=20'
12th STREET 60 R.O.W. 122
121 -
GENERAL NOTES:
�pQ 1- Q 1. REFER TO SURVEY DRAWINGS FOR LEGAL DESCRIPTION OF THIS
PROPERTY
I
PROP. F. H.
03' 03' 10" W t0
225
-¢
.
TYP.
PROP. F. H.
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R.O.W. LINE 2. BEARING AND DISTANCE SHOWN ON THIS SITE PLAN ARE BASED ON
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107
THE SURVEY PERFORMED BY SHANKS LAND SURVEYORS OF TEXAS, INC.
DATED AUGUST 8, 1991.
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3. REFER TO SHEETS D-1 AND D-2 FOR ALL DETAILS AND ADDITIONAL
ONOTES.
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2 STORY I
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4. LOCATION OF SIGN IS SCHEMATIC ONLY. CONTRACTOR SHALL VERIFY
107
WITH LOCAL AUTHORITIES TO COMPLY WITH LOCAL CODE AND RE-
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4,025.4 SOFT
QUIREMENTS.
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1
TOTAL 1 6
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5. DO NOT SCALE DRAWINGS FOR DIMENSIONS. CONFLICTS OR MISSING
1
DIMENSIONS SHOULD BE VERIFIED THROUGH ENGINEER.
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Cfl 6. THIS TRACT DOES NOT LIE WITHIN THE 100-YEAR FLOOD PLAIN
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ACCORDING TO MAP NO. 4854870340G, DATED 9-28-90 (ZONE X) PER
N SIIRVEY DONE BY SHANKS LAND SURVEYORS OF TEXAS,
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II 107 I
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INC., DRAWING
DATED 8-8-91.
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2 STORY 14
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22 UNITS
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TOTAL
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:D -T- 1 107 I 2 STORY
W ( a i 18 UNITS II--
Q 9,066.6 SOFT I)
TOTAL
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I I) 110
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14 10.0' I
4 8' 18.0' 25.0' 1 6' 25.0' 70.4' r 19.0, 25.0' 18.0' 3.8
1 107 I ( OVER HANG I Ld
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N 03' 03' 10" W 225' R.O.W. LINE W
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45.9' 25.0' 69.0' 25.0' 60.1' _
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105 0
250,
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FRO _
NTAGE ROAD P.O. ACCESS EXIST. -1
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_ (CONCRETE PVMT) CONC. CURB _
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STATE HIGHWAY 146 SOUTH --_
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NAME OF DEVELOPMENT: BEST WESTERN
TYPE OF DEVELOPMENT: MOTEL
NAME OF OWNER DIAMOND-TEL.
INC.
NAME OF DEVELOPER DIAMOND-TEL.
INC.
ZONE: GC
SETBACK: 20E-10R-5S
TOTAL No. OF GUESTROOMS
=50
ONE BEDROOM MGR. APT.
= 1
TOTAL No. OF EMPLOYEES
= 4
DESCRIPTION
SQ.FT.
PERCENTAGE
TOTAL SITE AREA
59,850
100.0
TOTAL AREA OF ROOFED
15,297
25.56
OVER IMPROVEMENT
TOTAL REMAINING
44,553
74.44
DEVELOPED SITE AREA
EXTERIOR LANDSCAPE
9,796
16.37
AREA PROVIDED
TOTAL PARKING REQUIRED
58
-
TOTAL PARKING PROVIDED
64
-
LEGAL DESCRIPTION .:
BLOCK 168. LOTS 8 - 25 &
ALLEY
LA PORTE. HARRIS COUNTY.
TEXAS
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NOTE:
ONLY
ITEMS MARKED "%" ARE IN THIS CONTRACT.
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REFER TO DETAIL SHEET.
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SITE
REFERENCE DETAILS
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D_ c6.
[%]
(1)
6" CONCRETE CURB'
W
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[%]
(6)
CONCRETE SIDEWALK.
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viNci
NW
1%1
,(10)
CAR PARKING BUMPER.
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W
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[%]
(11)
BLOCK TRASH ENCLOSURE.
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[X]
(12)
CONCRETE DRIVEWAY (SEE SITE REFERENCE NOTE NO. 161
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ON GRADING PLAN, SHEET C-2).
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[X] (13) GUARD POST.
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[%]
(14)
HANDICAP RAMP INTERNAL OR EXTERNAL.
[%]
(15)
PAINTED TRAFFIC ARROWS.
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OSITE
REFERENCE NOTES
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X
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a)
[%)
(101)
TO BE CONSTRUCTED AS PER LOCAL CODES.
[ ]
(102)
REPLACE AND RESTORE CURB TO MATCH EXISTING. _
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[ )
(104)
EXISTING TO BE REMOVED AND/OR RELOCATED.
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[X]
(105)
EXISTING TO REMAIN.
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.
O[%]
(107)
LANDSCAPED AREA.
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[X]
(110)
4" WIDE WHITE PAINTED STRIPES.
[%]
(111)
FOUR (4) INCH WIDE WHITE PAINTED STRIPES ONE POINT
FIVE (1.5) FEET O.C. AT FORTY-FIVE (45) DEGREES.
[X]
(112)
STD. O" TO 6" CURB TRANSITION.
[X]
(113)
SIGN LOCATION.
[%]
(115)
HANDICAP PARKING STALL WITH NATIONAL STANDARD ACCES-
SIBILITY SYMBOL PAINTED ON PAVEMENT (BLUE REFLEC-
TIVE).
[X]
(117)
CONCRETE PAVEMENT (SEE. SITE REFERENCE NOTE NO. 118
ON GRADING PLAN. SHEET C-2).
[X]
(120)
SEE DETAIL NO. 30. SHEET C-2. -
[X]
(121)
PROPOSED 25' WIDE CONCRETE DRIVEWAY. SEE DETAIL NO.
12. SHEET D-1.
[%]
(122)
PROPOSED 2' WIDE CONCRETE CURB AND GUTTER, SEE
DETAIL NO. 8. SHEET D-2.
[X,]
(123)
PROPOSED ONLY 225' LONG BY 28' WIDE ( INCLUDING 2' CONCRETE
3
CURB & GUTTER) CONCRETE PAVEMENT. FOR DETAIL REFER TO SHEET
2 OF 4 OF 8" WATER LINE AND 8" SANITARY SEWER EXTENSION PLAN
AND PROFILE DRAWING.
R.O.W. LINE
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65142
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DA7E'
CHECKM
9-8-92
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APPROVED:
K�
SITE
PLAN
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JW NM
H-2219
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