HomeMy WebLinkAboutSite plan_502_DR_MARTIN_LUTHER_KING_JR_DRX
OH
VICINITY MAP
N
W
E
S
SCALE: 3/32" = 1'-0"
LEGAL DESCRIPTION:
LOTS 13,14,15 & 16, BLOCK 104, OF CITY OF LA PORTE IN LA
PORTE, HARRIS COUNTY, TEXAS, ACCORDING TO THE MAP
OR PLAT THEREOF RECORDED IN VOLUME 8, PAGE 16, OF THE
PLAT RECORDS OF HARRIS COUNTY, TEXAS.
19.23
NG
NG
18.44
18.45
NG
19.62
NG
19.69
NG
NG
19.46
19.59
NG
19.71
NG
NG
19.52
NG
19.72
19.90
NG
19.72
NG
19.54
NG
19.42
NG
19.52
NG
19.06
NG
19.73
NG
18.65
TB
12" RCP
17.90
18.39
TB
TB
18.42
12" RCP
17.79
TB
18.33
12" RCP
17.68
18.47
TB
19.16
TB
12" RCP
17.46
TB
19.04
TB
18.83
19.86
EOA
19.75
EOA
20.16
CL
19.55
EOA
19.44
EOA
EOA
19.23
19.67
EOA
19.73
EOA
19.37
EOA
19.85
CL
18.91
NG
NG
19.66
NG
19.38
NG
18.65
18.90
NG
19.01
NG
18.48
NG
19.33
NG
DITCH
17.73
NG
18.37 18.91
DITCH
DITCH
18.43
18.68
NG
LOT 13
LOT 14
LOT 14
LOT 15
LOT 15
LOT 16
N 86° 56' 12" E - 125.00'
N 03° 03' 48" W - 100.00'
S 86° 56' 12" W - 125.00'
S 03° 03' 48" E - 100.00'
WEST MADISON
STREET
(80' R.O.W.)
LOT 17
LOT 16
16' ALLEY (UNDEVELOPED)
LOT 18
LOT 19
LOT 20
LOT 21
16.00'
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
50.00' 50.00'
FOUND 1/2"
IRON ROD
FOUND 1/2"
IRON ROD
X
X
X X X
X
X X X X X
X
DR MARTIN LUTHER KING
JR DRIVE
(60' R.O.W.)
FOUND 1"
IRON PIPE
C.N.F.
C.N.F.
FENCE POST BEARS
S 31° 11' 31" E - 0.56'
COV. PORCH
PROPEPRTY LINE
PROPEPRTY LINE
PROPERTY LINE
PROPERTY LINE
NEW WOOD FRAME
1-STORY HOUSE-S.O.G.
WILLOW
MIRRORED
ROOF OPTION 3
F.F.E. = 20.9'
H.A.G. = 19.9'
"ZONE X-UNSHADED"
B.F.E. (100 YR) = N/A
5'-0" 9'-0"
23'-0"
29'-0" 41'-3" 54'-9"
24'-0" 5'-0"
23'-0"
PROPOSED 5"THICK
CONCRETE PAD REINFORCED
W/ #3 @ 16O.C. EACH WAY
(20' x 23') + ((11' x 4')/2)
+(12' x 4') = 530 SQFT
PROPOSED SIDEWALK
5' x 3' = 15 SQFT
EXISTING FIRE HYDRANT
EXISTING POWER POLE
EXISTING WATER METER
EXISTING SANITARY
MANHOLE
PROPOSED DOWNSPOUT
CONTRACTOR TO VERIFY
EXACT LOCATION (TYP.)
PROPOSED CONCRETE PAD
5' x 5' = 25 SQFT
3'-0"
25'-0" 32'-0" 43'-0"
EXISTING ELECTRIC
METER
11'-0"
4'-0"
R5'-0"
R5'-0"
NEW 22'-0" STREET CUT
12'-0"
20'-2 1/2"
PROPOSED CONCRETE
APPROACH
(20.2' x 12') + 10.8 = 253.2 SQFT
9'-0"
FUTURE GARAGE
20'-8"
20'-8" 22'-4"
10'-0"
20'-0"
EXISTING STRUCTURES
TO REMAIN
EXISTING DRIVEWAY TO
REMAIN
1. THE FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF 1'-0"
ABOVE CROWN OF ROAD, OR 2'-0" ABOVE B.F.E., WHICHEVER
IS GREATEST.
2. THE FINISHED GRADE AT HOUSE FOUNDATION SHALL PROVIDE
POSITIVE DRAINAGE AWAY FROM STRUCTURE AND SHALL
START A MINIMUM OF 6" BELOW FINISHED FLOOR OF SLAB OR
MINIMUM 6" BELOW PIER FOOTINGS FOR ELEVATED FLOOR.
3. GRADING BELOW ELEVATED FLOOR SHALL PROVIDE POSITIVE
DRAINAGE AWAY FROM HOUSE FOOTPRINT AND PREVENT
POOLING UNDER HOUSE.
4. NO BUILD LINES OR EASEMENTS SHOWN ON PLAT BEYOND
THE R.O.W.
5. FINISHED CONSTRUCTION GRADING PATTERN SHALL CONVEY
WATER RUN-OFF AWAY FROM ADJACENT PROPERTIES.
6. RAMP TO SLOPE AT A MINIMUM OF 1" PER FOOT, PER TEXAS
ACCESSIBILITY STANDARDS (TAS)
7. GUTTERS AND DOWNSPOUTS:
- PLAIN HALF ROUND: 6" WIDE AND 4" DIAMETER DOWNSPOUT,
MINIMUM 22 GAUGE GALVANIZED STEEL, PREFINISHED.
- STANDARD K-STYLE: 6" WIDE AND 4"x5" DOWNSPOUT,
MINIMUM 22-GAUGE GALVANIZED STEEL, PREFINISHED.
- PROVIDE SPLASH BLOCK AT EACH DOWNSPOUT.
XX.XX PROPOSED GRADE ELEVATION
EXTREME EVENT/ EXISTING
B.F.E. - BASE FLOOD ELEVATION (100 YEAR)
D.F.E. - DESIGNATED FLOOD ELEVATION (500 YEAR)
F.F.E. - FINISHED FLOOR ELEVATION
P.A.S.- PILING AND STRINGER
S.O.G.- SLAB ON GRADE
H.A.G.- HIGHEST ADJACENT GRADE
L.A.G.- LOWEST ADJACENT GRADE
RUN-OFF FLOW ARROWS
EXISTING NATURAL GROUND
XX.X
PROPOSED CONCRETE
WALKWAY TO FRONT PORCH 15 SQFT
PARKING PAD 530 SQFT
CONCRETE PAD 25 SQFT
APPROACH 253.2 SQFT
TOTAL 823.2 SQFT
IMPERVIOUS SQUARE
FOOTAGE
PROPOSED SQUARE FOOTAGE
LOT AREA 12,500 SQFT
PROPOSED 1ST FLOOR 1,320 SQFT
PARKING PAD 530 SQFT
WALKWAY 15 SQFT
CONCRETE PAD 25 SQFT
TOTAL COVERED 1,890 SQFT
APPROXIMATE LAND TABULATION
LOT AREA 12,500 SQFT
TOTAL COVERED AREA 1,890 SQFT
IMPERVIOUS PERCENTAGE 15.12 %
π*5² = 78.5
78.5 ÷ 4 = 19.6
(5 x 5) - 19.6 = 5.4
5.4 x 2 = 10.8 SQFT
CONCRETE
APPROACH
R5'-0"
5' RADIUS
AREA CALCULATION
SITE PLAN
3/32" = 1'-0"
RM
C-1.00
1 04/23/2021 REVISED DRIVEWAY / APPROACH
NOTES
LEGEND
Revisions:
PROJECT LOCATION OR ADDRESS:
CLIENT:
# DATE DESCRIPTION OF CHANGE
CHECKED BY:
SCALE:
19-0003-GLO-WIL-SOG-
DRAWN BY:
PROJECT #:
DATE: 04/12/2021
19-0003-239
CCH
NOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES
0 04/12/2021 ISSUED FOR CONSTRUCTION
TBPE REG. # 17742 | TBPLS REG. #10194581
ENGINEERING AND INSPECTIONS, LLC
1 2 0 0 5 D E L A N Y R O A D L A M A R Q U E , T E X A S 4 0 9 . 3 5 4 . 5 9 2 5
ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR
UTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.
JW TURNER CONSTRUCTION
502 DR MARTIN LUTHER KING JR DR
LA PORTE, TEXAS 77571
2 05/11/2021 CITY COMMENTS
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