HomeMy WebLinkAboutLA QUINTA INN W. M (NEW) SITE PLAN3rd May
(R.O.W. VARIES)
STATE HIGHWAY 146
H.C.M.R.
F.C. NO. 608300,
75' D.E.(VOL,60,PG 112, D.R.H.C.)(60' R.O.W. UNIMPROVED)FUTURE WEST M STREET3.11
0.760.21
I-5
2.29
0.550.55
DA-32.58
0.620.62
DA-4
7.15
1.790.06
J-7
1.09
0.260.18
J-11
1.39
0.330.07
J-12
2.62
0.630.23
J-13
OUT
6.92
1.730.28
J-6
3.16
12.33
3.160.09
J-10
3.73
0.910.21
J-14
0.95
0.220.22
I-9
0.33
0.080.08
1B
0.31
0.070.07
2B
8.57
2.160.15
J-8
2B 1B
1A2A
0.30
0.070.07
1A
0.32
0.070.07
2A
S:\PROJECTS\2017\27-17 La Porte Crossing Amending Plat\Site\27-17 Site.DGNDATE:TIME:5/2/2019Untitled Workspace10:05:30 AMUSER:Sheet Number:
PROJECT NAME
REVISION DATE : DESCRIPTION
ISSUE DATE : DESCRIPTION
01.
Sheet Title:
PROJECT NUMBER
17-060 La Porte, TXLa Quinta Inn & Suites01.
Checked By: J.L.A.
RMFDrawn By:
10/01/18 CoLP COMMENTS
02.12/10/18 CoLP COMMENTS
La Porte, Texas; 775711251 W. M StreetT.B.L.S. FIRM NO. 10039400
T.B.P.E. FIRM NO. F-004636
T.B.A.E. FIRM NO. BR2942
J . M O R A L E S
ARCHITECTS ENGINEERS SURVEYORS
jmoralesinc.com
(O) 713.947.6606
Houston, Texas 77504
3425 Federal Street
03.CoLP COMMENTS02/20/19
04.03/07/19 CoLP COMMENTS
05/01/19 PERMIT SET
05.CoLP COMMENTS04/16/19 .REEIG..N
.....N
.............
D..SE....L.E....
.
..
.....
A......
..
.
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N....AS.
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TS
.........
JAVIER J. MORALES
.P....
THIS SEAL WAS AUTHORIZED
THIS DATE:05/01/2019
SCALE: 1"= 30'
0 15 307.51522.5
SHEET 3a(BY OTHERS)PROP POOL AERAFF= 17.00
12,341 SQ. FT.
PROP BUILDING
EXISTING DETENTION POND
ACRES ACRES
TOTAL
C.F.S.
TOTAL
X.XXX
X.XXXX.XXX
I-1
LEGEND
MINOR SITE DEVELOPMENT
DRAINAGE CALCULATIONS FOR
3'R
5' U.E.EXIST CONC.
HYDRANT & VALVE
EXIST FIRE
2'R
30'R3'R3
8'R48'R3'R
5'R
5'R2'R2'R26'R
3'R 3'R 3'R 3'R 3'R
4'R30'-7"10'R8'R
189'-9"
DUMPSTER
115'-1"
6'-
10"106'-7"10'-0"
3'R
6.945 ACRES
SUBJECT TRACT
2'-6"R3'R
3'R 75'-4"74'-5"TYP
25'-0"
FF. 17.00
12,341 SQ.FT.
PROP BUILDING
15'-0"21'R39'-1"
37'-7"
6'-
4"
17'-11"
25'R
TYP
18'-0"TYP9'-0"TYP9'-0"3 REG SPACES27'-0"3'R151'-2"15'-0"TYP
9'-0"TYP18'-0"3'R
15'-0"TYP
9'-0"
8'-0"
HYDRANT & VALVE
EXIST DRY FIRE
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER PLANTERPLANTERPLANTER3'-9"96'-7"15'R(BY OTHERS)PROP POOLSIGN
HC SIGN
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
RAMP
HC
2'R 2'R
8' SI
DEWALK7'SIDEWALK6'SIDEWALK
PLANTER
PLANTER PLANTER8 REG SPACES
72'-0"15'-0"TYP
9'-0"TYP18'-0"15'-0"15'-0"TYP18'-0"TYP
9'-0"
7 REG SPACES
63'-0"15'-0"15'-0"TYP25'-0"TYP18'-0"TYP
9'-0"TYP.25'-0"15'-0"15'-0"10 REG SPACES
90'-0"
10 REG SPACES
90'-0"TYP18'-0"18'-0"TYP.
25'-0"
22'-0"33'-2"9 SPACES (3 REG-6 HC)
100'-0"33'-1"26'-0"
32'-0"TYP9'-0"TYP
18'-0"
TYP
18'-0"TYP9'-0"7 REG SPACES63'-0"7 REG SPACES63'-0"6 REG SPACES54'-0"6 REG SPACES54'-0"TYP
18'-0"TYP9'-0"TYP
18'-0"TYP9'-0"26'-0"
32'-0"1'-0"1'-0"TYP.
25'-0"
TYP
18'-0"5 REG SPACES45'-0"4'-9"3'-0"3'R3'R
15'-0"9 REG SPACES
81'-0"
9 REG SPACES
81'-0"
2'-0"3'-0"3'-0"3'-0"
2'-0"
1
0'R8' SIDEWALK
8' SIDEWALK 6'SIDEWALK15'-0"TYP
9'-0"TYP18'-0"14'-11"95'-10"
PLANTER
TYP
9'-0"TYP18'-0"(F.C. NO. 608300 & 676291 H.C.M.R.)
50' B.L. LANDSCAPE BUFFER 676291, H.C.M.R.F.C. NO. 6008300 &25' B.L.10' PROP. W.L.E.
TRACT II
TRACT III
5' PROP. U.E.26'-0"5'R24'-10"TYP26'-0"185'-5"4'-0"DRIVEWAYFUTURE 26'-0"DRIVEWAYFUTURE 26'-0"27'-0"10'-0"25'R
16'-6"(VOL,60,PG 112, D.R.H.C.)(60' R.O.W. UNIMPROVED)FUTURE WEST M STREET
VALVE
HYDRANT &
EXIST FIRE
VALVE
HYDRANT &
EXIST FIREPROP 4'SIDEWALKPROP 4'SIDEWALKPROP 4'SIDEWALK15'R5'R
6'-2"26'-2"
15'-9"
6'3'-10"5'R5'R15'R
1'-
6
"R3'R
3'R11'-1"7'-2"15'R3'R 5'R 5'R
27'-3"10' B.L.10' B.L.2063tb 2064tb
2058tb
S:\PROJECTS\2017\27-17 La Porte Crossing Amending Plat\Site\27-17 Site.DGNDATE:TIME:5/2/2019Untitled Workspace10:06:08 AMUSER:Sheet Number:
PROJECT NAME
REVISION DATE : DESCRIPTION
ISSUE DATE : DESCRIPTION
01.
Sheet Title:
PROJECT NUMBER
17-060 La Porte, TXLa Quinta Inn & Suites01.
Checked By: J.L.A.
RMFDrawn By:
10/01/18 CoLP COMMENTS
02.12/10/18 CoLP COMMENTS
La Porte, Texas; 775711251 W. M StreetT.B.L.S. FIRM NO. 10039400
T.B.P.E. FIRM NO. F-004636
T.B.A.E. FIRM NO. BR2942
J . M O R A L E S
ARCHITECTS ENGINEERS SURVEYORS
jmoralesinc.com
(O) 713.947.6606
Houston, Texas 77504
3425 Federal Street
03.CoLP COMMENTS02/20/19
04.03/07/19 CoLP COMMENTS
05/01/19 PERMIT SET
05.CoLP COMMENTS04/16/19 .REEIG..N
.....N
.............
D..SE....L.E....
.
..
.....
A......
..
.
N
N....AS.
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.
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110134
I.S
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L..E
...O...
...F.....
E....T..O......
..
.A
.R....
TS
.........
JAVIER J. MORALES
.P....
THIS SEAL WAS AUTHORIZED
THIS DATE:05/01/2019
SCALE: 1"= 20'
0 10 2051015
IMPROPERLY LAID FLAGSTONE, SHALL NOT BE A PART OF ACCESSIBLE ROUTES, SPACES AND ELEMENTS
IRREGULAR SURFACES HAVING A TEXTURE THAT CONSTITUTES AN OBSTACLE OR HAZARD, SUCH AS
SAND, GRAVEL, BARK, MULCH, OR WOOD CHIPS ARE NOT SUITABLE, COBBLESTONE AND OTHER
CURB RAMPS, SHALL BE STABLE, FIRM, SLIP-RESISTANT. SOFT OR LOOSE MATERIALS SUCH AS
7. SURFACES ALONG ACCESSIBLE ROUTES AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND
SILL SHALL BE AT LEAST 5 FOOT CANDLES (53.8 LUX.).
6. THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, RAMP, AND CAR THRESHOLD AND LANDING
SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS.
5. GRADES AT ACCESSIBLE PARKING SPACES AND ACCESS AISLES ADJACENT TO PARKING SPACES TO HAVE
SHALL BE 30".
WITH THE MINIMUM CLEAR WIDTH OF 36", MAXIMUM SLOPE 1:12, AND MAXIMUM RISE FOR ANY RUN
4. CHANGES IN LEVELS GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES
3. CHANGES IN LEVELS BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.
2. CHANGES IN LEVELS UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT.
NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50.
1.ALL ACCESSIBLE ROUTES SHALL NOT HAVE RUNNING SLOPES GREATER THAN 1:20 UNLESS RAMPED, AND
HANDICAP
PARKING
RESERVED
LEGEND AND BORDER GREEN
BACK GROUND WHITE
CHROME ROUND HEAD SCREWS
9 GA. SHEET METAL MOUNT WITH 3
2" x 2" STEEL TUBE CLOSE TOP END
TO BE USED ONLY IN "VAN ONLY" SPACE
H.C. SYMBOL
SILK SCREEN INTERNATIONAL
POSITION AS PER PLAN
PARKING SPACE TYP. THROUGHOUT
CONC. BASE TO BE CENTERED ON H.C.
SCALE: NONE
EXTERIOR HANDICAP SIGN
12"9"18"6"2'-6"5' MINIMUM6'-8" MAXIMUM12"
ACCESSIBLE
VAN
PROPORTIONS
PARKING LOT
SYMBOL
S/W
CONC.
C.L.F.
WD.
FNC.
I.R.
FND.
P.U.E.
P.A.E.
D.E.
A.E.
U.E.
B.L.
R.O.W.
LEGEND
ON PROPERTY
OFF PROPERTY
0.5'
0.5'
RIGHT-OF-WAY
BUILDING LINE
UTILITY EASEMENT
AERIAL EASEMENT
DRAINAGE EASEMENT
PRIVATE ACCESS EASEMENT
PRIVATE UTILITY EASEMENT
FOUND
IRON ROD
FENCE
WOOD
CHAIN LINK FENCE
CONCRETE
SIDEWALK
GRATE INLET
CLEAN OUT
PROPERTY CORNER
FIRE HYDRANT
GUARD POST
GUY ANCHOR
AREA LIGHT
LIGHT POLE
SERVICE POLE
POWER POLE
ELECTRIC METER
GAS METER
WATER METER
MANHOLE
SEPTIC TANK
SAMPLE WELL
CABLE PEDESTAL
TELEPHONE PEDESTAL
PIPELINE MARKER
PIPELINE VENT
SIGN
WATER VALVE
SPRINKLER HEAD
ELECTRIC TRANSFORMER
SW
C
ST
E
W
G
C
T
P
V
TR
*
L
S
SHEET 5
SCALE: NONE
1:12 SLOPE
6" CURB
6.0'
TYPICAL
HANDICAP RAMPS
4.0'
6' RAMP
CONC. WALK AND REPLACE WITH
REMOVE A MIN. OF 4' OF EXIST.
SCALE: NONE
CONC. WALK
1:12 SLOPE
6" CURB6" CURB 5.0
0'
LANDING
WITH LANDING
SHALL BE LEVEL
NOTE: ACCESS AISLE
6.00'
TYPICAL
HANDICAP RAMPS
PER PLANS
CONC. WALK 1:12 SLOPE
6.00'
ACCESS AISLE
EXIST DETENTION POND
13 PLANTERS
96 TOTAL PARKING
6 HANDICAP PARKING
90 REG. PARKING
PROVIDED PARKING
TOTAL REQUIRED = 88 SPACES
4+(1/ GUEST ROOM)=88 SPACES
MINIMUM OF 4 SPACES
& 84 GUEST ROOMS
BUILDING 12,341 SQUARE FEET
PROPOSED PARKING215.81'174.78'BLOCK 2
REPLAT OF RESERVE "L"
PORT CROSSING PARTIAL
1.980 ACRES
RESERVE 1
BLOCK 2
REPLAT OF RESERVE "L"
PORT CROSSING PARTIAL
1.601 ACRES
RESERVE 2
BLOCK 2
REPLAT OF RESERVE "L"
PORT CROSSING PARTIAL
3.363 ACRES
RESERVE 3
S 86 58'04"W-390.59'S 02°58'17" E - 399.55'S 03°03'02" E - 399.81'
N 03°03'02" E - 399.81'
N 02°58'17" W - 399.55'N 86°52'58 E - 216.13'N 86°52'58" E -174.22'SITE DEVELOPMENT
SITE PLAN FOR MINORBEDDING FOR THE FULL WIDTH AND LENGTH OF THE CONSTRUCTION ACCESS POINT.
A MINIMUM OF 8" DEPTH OF GRANULAR FILL PLACED ON GEOTEXTILE
OF 50' MIN LENGTH. CONSTRUCTION ENTRANCE TO BE STABILIZED WITH
CURRENT SITE ACCESS WILL BE A STABILIZED CONSTRUCTION ENTRANCE
CONTACT DAVID McADAMS TO SCHEDULE AN INSPECTION AT 281-471-9650.
INSPECTED BY THE PUBLIC WORKS IMPROVEMENTS INSPECTOR.
WATER AND SEWER CONNECTIONS TO A CITY MAINTAIN LINE SHALL BE
INSULATED ABOVE GROUND ENCLOSURE. METER MUST A BE NEPTUNE R900i.
THE METER INSTALLATION MUST BE A 3" COMPOUND ASSEMBLY W/
RESPONSIBILTY OF THE CONTRACTOR.
WATER SERVICE CONNECTIONS AND METERS 3 INCH AND ABOVE ARE THE
INSTALL 1-1/2 IRRIGATION METER.
CITY WILL MAKE 1-1/2 WATER SERVICE CONNECTION AND
CONTRACTOR NOTES:
PROP. F.H.E.
15' X 15'
TRACT IV37.50'N 86°54'30" E34.31'
S 03°00'40" E
5' U.E.EXIST CONC.
HYDRANT & VALVE
EXIST FIRE
EXISTING DETENTION POND
FF. 17.00
12,341 SQ.FT.
PROP BUILDING
HYDRANT & VALVE
EXIST DRY FIRE
HYDRANT & VALVE
EXIST DRY FIRE
HYDRANT & VALVE
EXIST FIRE
(FOR DOWNSPOUTS)
@ S 0.37%
PROP 89' OF 12" HDPE
(FOR DOWNSPOUTS)
@ S 0.37%
PROP 98' OF 12" HDPE
(BY OTHERS)PROP POOL AREA(FOR DOWNSPOUTS)
@ S 0.37%
OF 12" HDPE
PROP 107'
FL 7.92
TOP 14.93
PROP INLET (I-11)
FL 7.98
TOP 14.20
PROP INLET (I-5)
FL 7.64
TOP 15.59
PROP INLET (J-6)
FL 7.45
TOP 16.00
PROP INLET (J-7)
FL 7.37
TOP 16.00
PROP INLET (J-8)
FL 7.28
TOP 15.98
PROP INLET (J-10)
FL 7.47
TOP 15.99
PROP INLET (J-14)
(FOR DOWNSPOUTS)
@ S 0.37%
PROP 148' OF 12" HDPE
FL 7.82
TOP 15.87
PROP INLET (J-12)
FL 7.67
TOP 15.96
PROP INLET (J-13)
@ S 0.22%
PROP. 225' OF 24" HDPE
@ S 0.10%
PROP 125' OF 36" HDPE@ S 0.10%PROP 75' OF 36" HDPE @ S 0.28%
PROP 61' OF 15" HDPE@ S 0.10%PROP 91' OF 36" HDPE@ S 0.15%
PROP 92' OF 24" HDPE
@ S 0.15%
PROP 136' OF 24" HDPE
@ S 0.15%PROP 80' OF 24" HDPE(R.O.W. VARIES)
STATE HIGHWAY 146
@ S 0.15%
PROP 124' OF 24" HDPE
FL 7.20
PROP RIP RAP
FL 7.88
FL 7.89
FL 8.19
FL 8.32
FL 7.82
FL 7.61
FL 8.17
FL 7.99
FL 7.54
TOP 16.00
PROP INLET I-9
676291, H.C.M.R.
F.C. NO. 6008300 &
5' U.E. 676291, H.C.M.R.F.C. NO. 6008300 &25' B.L.10' PROP. W.L.E.
TRACT II
TRACT III
5' PROP. U.E.(VOL,60,PG 112, D.R.H.C.)(60' R.O.W. UNIMPROVED)FUTURE WEST M STREET
VALVE
HYDRANT &
EXIST FIRE
VALVE
HYDRANT &
EXIST FIRE
@ S 0.10%
PROP 75' OF 36" RCP
10' B.L.10' B.L.S:\PROJECTS\2017\27-17 La Porte Crossing Amending Plat\Site\27-17 Site.DGNDATE:TIME:5/2/2019Untitled Workspace10:06:11 AMUSER:Sheet Number:
PROJECT NAME
REVISION DATE : DESCRIPTION
ISSUE DATE : DESCRIPTION
01.
Sheet Title:
PROJECT NUMBER
17-060 La Porte, TXLa Quinta Inn & Suites01.
Checked By: J.L.A.
RMFDrawn By:
10/01/18 CoLP COMMENTS
02.12/10/18 CoLP COMMENTS
La Porte, Texas; 775711251 W. M StreetT.B.L.S. FIRM NO. 10039400
T.B.P.E. FIRM NO. F-004636
T.B.A.E. FIRM NO. BR2942
J . M O R A L E S
ARCHITECTS ENGINEERS SURVEYORS
jmoralesinc.com
(O) 713.947.6606
Houston, Texas 77504
3425 Federal Street
03.CoLP COMMENTS02/20/19
04.03/07/19 CoLP COMMENTS
05/01/19 PERMIT SET
05.CoLP COMMENTS04/16/19 .REEIG..N
.....N
.............
D..SE....L.E....
.
..
.....
A......
..
.
N
N....AS.
..
.
E.O....X..
.....I..E.
..
.SI
..C..T
....
110134.S
...F..
.
L..E
...O...
...F.....
E....T..O......
..
.A
.R....
TS
.........
JAVIER J. MORALES
.P....
THIS SEAL WAS AUTHORIZED
THIS DATE:05/01/2019
SCALE: 1"= 30'
0 10 2051015
SHEET 820'12'-6"215.81'S 86°58'04" W - 390.59'174.78'S 02°58'17" E - 399.55'N 86°52'58 E - 216.13'N 86°52'58" E -174.22'S 03°03'02" E - 399.81'S 03°03'02" E - 375.02'
N 02°58'17" W - 399.55'
N 03°03'02" E - 399.81'N 03°01'02" W - 374.95'
SITE DEVELOPMENT
DRAINAGE PLAN FOR MINOR
25' FIRE LANEEXIST CONC.
HYDRANT & VALVE
EXIST FIRE
6.945 ACRES
SUBJECT TRACT
FF= 17.00
12,341 SQ. FT.
PROP BUILDING
HYDRANT & VALVE
EXIST DRY FIRE
HYDRANT & VALVE
EXIST DRY FIRE
HYDRANT & VALVE
EXIST FIRE
MB
B
VALVE
EXIST WATER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER
PLANTER PLANTERPLANTERPLANTER(BY OTHERS)PROP POOL AERAEXISTING DETENTION POND
8' SI
DEWALK7'SIDEWALK6'SIDEWALK
(R.O.W. VARIES)
STATE HIGHWAY 146
PLANTER
PLANTER PLANTER8' SIDEWALK 6'SIDEWALKPLANTER
25' FIRE LANE25' FIRE LANE WATER LINE (PRIVATE)
PROP 22' OF 3" C-900
(PRIVATE)
PROP 3" 90°BEND
(PRIVATE)
PROP 6" 90°BEND
WATER LINE (PRIVATE)
PROP 27' OF 3" C-900
FIRE LINE (PRIVATE)
PROP 27' OF 6" C-900
WATER LINE (PRIVATE)
PROP 4' OF 3" C-900
FIRE LINE (PRIVATE)
PROP 5' OF 6" C-900
(PRIVATE)
PROP 3" 90°BEND
(PRIVATE)
PROP 6" 90°BEND
FIRE LINE (PRIVATE)
PROP 47' OF 6" C-900
(PRIVATE)
HYDRANT & VALVE
PROP FIRE
PROP 240' OF 6" C-900
FIRE LINE (PRIVATE)
(PRIVATE)
HYDRANT & VALVE
PROP. FIRE
PREVENTER (PRIVATE)
PROP 6" RPZ BACKFLOW
MB
PROP 3"
(PRIVATE)
90°BEND
PROP 6"
PERMITTED BY OTHERS)
DESIGNED &
(PUBLIC) (TO BE
PROP 1 1/2" TS&V
(PRIVATE)
BACK FLOW PREVENTER
PROP 1 1/2" IRRIGATION
FIRE LINE (PRIVATE)
PROP 27' OF 6" C-90023'-11"30'-3"56'-2"26' FIRE LANE FIRE LANE 2ACCESSFIRE LANE 1ACCESSC-900 WATER
EXIST 12"
C-900 WATER
EXIST 12"
C-900 WATER
EXIST 8"
C-900 WATER
EXIST 8"
C-900 WATER
EXIST 12"(VOL,60,PG 112, D.R.H.C.)(60' R.O.W. UNIMPROVED)FUTURE WEST M STREET
VALVE
HYDRANT &
EXIST FIRE
VALVE
HYDRANT &
EXIST FIRE
(PRIVATE)
FIRE LINE
6" C-900
PROP 15' OF
(PRIVATE)
PROP 6" 45°BEND
(PRIVATE)
PROP 6" 45°BEND
(PRIVATE)
FIRE LINE
6" C-900
PROP 15' OF
(PRIVATE)
FIRE LINE
6" C-900
PROP 39' OF
(PRIVATE)
HYDRANT & VALVE
PROP FIRE
FIRE LINE (PRIVATE)
PROP 14' OF 6" C-900
(PRIVATE)
45°BEND
PROP 6"
(PRIVATE)
45°BEND
PROP 6"
FIRE LINE (PRIVATE)
PROP 17' OF 6" C-900
FIRE LINE (PRIVATE)
PROP 91' OF 6" C-900
FH
#1
FH #1 300' HOSE LAY
FH #1 300' HOSE LAY
FH
#2 FH #2 300' HOSE LAY
FH #2 300' HOSE LAYFH
#3 FH #3 300' HOSE LAY
FH #3 300' HOSE LAY
(PRIVATE)
FIRE LINE
6" C-900
PROP 124' OF PROP 4'SIDEWALKPROP 4'SIDEWALKPROP 4'SIDEWALK(PUBLIC)
PROP 6" TS&V
(PUBLIC)
WATER METER
PROP 3"
(PRIVATE)
BACKFLOW PREVENTER
PROP 3" RPZ
(PUBLIC)
PROP 3" TS&V
WATER METER (PUBLIC)
PROP 1 1/2" IRRIGATION
FIRE HYDRANT
300' RADIUS
FIRE HYDRANT
300' RADIUS
F
IRE HYDRANT
300' RAD
IUS
S:\PROJECTS\2017\27-17 La Porte Crossing Amending Plat\Site\27-17 Site.DGNDATE:TIME:5/2/2019Untitled Workspace10:06:14 AMUSER:Sheet Number:
PROJECT NAME
REVISION DATE : DESCRIPTION
ISSUE DATE : DESCRIPTION
01.
Sheet Title:
PROJECT NUMBER
17-060 La Porte, TXLa Quinta Inn & Suites01.
Checked By: J.L.A.
RMFDrawn By:
10/01/18 CoLP COMMENTS
02.12/10/18 CoLP COMMENTS
La Porte, Texas; 775711251 W. M StreetT.B.L.S. FIRM NO. 10039400
T.B.P.E. FIRM NO. F-004636
T.B.A.E. FIRM NO. BR2942
J . M O R A L E S
ARCHITECTS ENGINEERS SURVEYORS
jmoralesinc.com
(O) 713.947.6606
Houston, Texas 77504
3425 Federal Street
03.CoLP COMMENTS02/20/19
04.03/07/19 CoLP COMMENTS
05/01/19 PERMIT SET
05.CoLP COMMENTS04/16/19 .REEIG..N
.....N
.............
D..SE....L.E....
.
..
.....
A......
..
.
N
N....AS.
..
.
E
O....X..
......I..E.
..
.S..C..T
....
110134
I.S
...F..
.
L..E
...O...
...F.....
E....T..O......
..
.A
.R....
TS
.........
JAVIER J. MORALES
.P....
THIS SEAL WAS AUTHORIZED
THIS DATE:05/01/2019
SCALE: 1"= 20'
0 10 2051015
OF THE FIRE APPARATUS ROAD AS REQUIRED.
3.SIGNS SHALL BE POSTED ON ONE OR BOTH SIDES
LETTERS ON A WHITE REFLECTIVE BACKGROUND.
INCHES WIDE BY 18 INCHES HIGH AND HAVE RED
2.SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12
SIGNS.
MARKED WITH PERMANENT NO PARKING-FIRE LANE
1.FIRE APPARATUS ACCESS ROADS SHALL BE
NOTES:
36"54"PARKING
FIRE
LANE
TOW-AWAY ZONE 3"7.5"3"7.5"3"3"7.5"6"DETAIL NO.STANDARD DETAILS APPROVED BY:
HARRIS COUNTY
FIRE CODE FIRE LANE SIGN
DETAIL NO.
EDGE OF PAVEMENT / BACK OF PARKING
EDGE OF PAVEMENT / BACK OF PARKING
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING
ROAD / DRIVE AISLE
FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING
REPEATED EVERY 15 FEET.
LEAST FOUR (4) INCHES HIGH PAINTED ON THE SURFACE. THE WORDS "FIRE LANE NO PARKING" SHALL BE
AROUND THE PERIMETER THEROF WITH THE WORDS "FIRE LANE" AND "NO PARKING" IN WHITE LETTERS AT
3. PAINTED "FIRE LANES" SHALL BE MARKED WITH A RED PAINTED LINE AT LEAST FIVE (5) INCHES WIDE
DTRIPING THE PAVEMENT OR BY POSTING SIGNES.
ADJACENT TO OR NEAR THE ENTRANCES OR EXITS TO SUCH BUILDING. FIRE LANES MAY BE MARKED EITHER BY
VEHICLES AND MAY INCLUDE SIDEWALKS, DRIVEWAYS, PORTIONS OF PARKING LOTS, OR ANY OTHER AREA
ENTRANCES AND SHALL EXTEND FOR THE MINIMUM LENGTH NECESSARY TO PROVIDE ACCESS FOR FIVE
2. FIRE LANES SHALL BE A WIDTH OF NOT LESS THAN TWENTY (20) FEET PERPENDICUALR TO EXITS AND
IN CASE OF FIRE OR OTHER EMERGENCY.
AND CLEAR OF PARKED VEHICLES AND OTHER OBSTRUCTIONS IN ORDER TO PROVIDE ACCESS TO THE BUILDING
HOSPITALS, APRATMENTS OF SCHOOLS WHICH ARE DEEMED NECESSARY BY THE FIRE OFFICAL TO REMAIN FREE
1. A "FIRE LANE" IS THE AREA ADJACENT TO THE ENTRANCES OR EXITS OF BUILDINGS, SHOPPING CENTERS,
FIRE LANE NOTE:
SHEET 115' U.E. 676291, H.C.M.R.F.C. NO. 6008300 &25' B.L.TRACT III
5' PROP. U.E.
PROP. F.H.E.
15' X 15'
TRACT IV
10' PROP. W.L.E.
TRACT II
S 86°58'04" W - 390.59'215.81'174.78'N 03°03'02" E - 399.81'N 03°01'02" W - 374.95'
S 03°03'02" E - 375.02'S 03°03'02" E - 399.81'N 86°52'58 E - 216.13'N 86°52'58" E -174.22'5' SIDEWALKN 86°52'58 E - 216.13'N 02°58'17" W - 399.55'
WATER LINE (PRIVATE)
PROP 65' OF 3" C-900
PROP 3"
(PRIVATE)
PROP 6" TEE
PROP 4' SIDEWALKPROP 4' SIDEWALKSITE DEVELOPMENT
FIRE LANE PLAN FOR MINOR