HomeMy WebLinkAboutLA PORTE SELF STORAGE SITE PLANLA PORTE SELF STORAGE
w
z
Z N
=
LLI
= m
(9 W
2
rii z -
�LU
ziz
a'
.}
�D
0 =
C
0M
W N
(r ¢'
U)
0
N H 0
LL
m
oN�DOZ
d D_ U.)
i
Fnd. 5i 8"
Top of M nhole Y
20.63 ( M)-
FL 9.93 ®- - - _
J. Dunn & J. Dunn e E 4 21" .C.P _
� O -
---
dl
C
N
�
T
-
IG21.1
g
�.11
th
W
k. C
onc. Dri
00
0
.Z
3
-
N
W
-0
IC
0
I ml
---
O
OI
O
Z
I
John M. Sweeney &
(
144
3 L. F. 31
Barbara D Sweene
®
= 0.000!
- y
6
Top of Manhole
20.82
E 11.37
Street
B. Don Skelton• Sr.
B. Don Skelton
H. E. Hinrichsen
-lexas_Land_and-
Cattle Co.
Fd -Wolf 8r _
Modalyne Wolf
Edward Wolf _
Alley
Berard Lozano
8.39
ELEVATIONS BASED ON CITY OF LaPORTE
CITY 1 SURVEY MARKER 1952
2915 N. 23rd. STREET
CITY OF LAPORTE-MMNTANENCE LaPorte, Texas 77571
Top of Manhole
20.432 N 90' 00' 00" E (EAST) 1,013.67' Top of Ma!
- - - - - - - - - - - - - - - -
G.2 .g3 _
T.G.21.53 91 _ 3:1 Side Slope 10.65'
T.G.21.51 31 - -
rtt,--19.04 Existing Concrete Driveway 3t��rL10=19.02 Existing Concrete Driveway o 10 159.41'
al ac
a �
0 0
LL ��
Cn
n®
a
O .
11 in
10.
S fc
to
Existing Concrete Driveway
G.211.553 Existing Concrete Driveway T.G.21
�18.47 FLt2•
3
9.07
se
I (�
m � Existing N
m
X
°s
�G.21.51
t5.--18.49 a
E1s 70�
ttY-
8.20
$ ro Detention Pond
Eje1
.
m
63I 117,418 Cu. Ft. w
»
x
'
m 3.55' Deep a0 �°
N
N
N I ELEV. 16.45 01 Iv
ago
:
bt
Existing Building
00
Existing Building
a�;
n
o
F.F. 22.5
F.F. 22.5
j
v _
C
p
(n
III
®
p
n
N
®
40' L.F. 36" ADS
0 S = 0.0009963%
15941'
Existing Concrete Driveway T.G.
1.53 Existing Concrete Driveway T.G. 2153
20}99
Fnd. 5/8" I.R.
S 66' 00' 00" W 0.56'
from comer
Ib�`51 307.5 L.F. 36" ADS 0 S=0.0009963% Raa�18. 302.5 L.F. 36" ADS ®S=o.009963% ^1845 1fS90 3:1 Side Slope 10.65'
20 PHASE I / PROPOSED CONCRETE PAVEMENT / 0 S L.F 020%Ds
10 Landscape
W
S 90' 00' 00" W (WEST) 861.30'
21.50 21z67 21. 9B
FUTURE
CITY OF LA PORTE
POLICE STATION
S 88' 21' 48"W 420.28'
LaPORTE AIRPORT This tract of land is in Zone X (areas determined
to be outside the limits of the 500-year flood plain)
TOPO SHEET REF. F-11 as delineated on Flood Insurance Rate Map Community -
ELEVATIONS 1978 ADJUSTMENT Panel Number 485480 0945 J dated November 06, 1996,
NGS SEA LEVEL DATUM as prepared by the Federal Emergency Management Agency.
ELEVATION = 22.27
BEING A 7.2607 ACRE TRACT OF
LAND OUT OF AND A PART OF THE
R. PERSALL SURVEY, A-625 IN
HARRIS COUNTY, TEXAS.
ZONING IS GC, LE, AND BI.
Ref. of approval SCUP (#SCU 04-008,
DATED 07-12-2004)
REVISIONS BY
01-05-05 LMH
(11-1'.-()9; 1 AALI
21. 45 21.25 20:p1 20}82
N
20�8
W
00
O
T.G. 19.50
rLt2-16.05
��511111
Fnd. 5/8" I.R.
IX I.R. - - -
20' U.E. 10'
10'
�p
v
D
N
C
0
a
D
0
Nn
'm
00
3
Oo
08�3
0 7
D
�m
o
�D
co3
%3
�CD
CD
1<
rrl
o_
Cn
m
3
NN
CD
to
17.87
o +
�
W
rn
�
L4
J
rn
'
n
r
R
v
m
0
!a
m
m
7
O
A
0
0
ka
Ln
U1
0
i->
Ilk
0
3
V)
--i
-
0
a
0
to
z
o
'o
-'
(n
o
frl
rn
,1�I
M
D
D
v
a
L4
b
L4
m
A
D
0
PROJECT
LOCATION
En z (D
m
.Z
SITE
N.T.
0
e
0
T
G
0
w
0
V
0
0.70
1.43
88.36
rL 86.50
235 L F. 18' ADS
Se0.3m
a
0
Tc 38.00
7P 37.50
$ fn
co , y R S
1AAP
S•
LEGEND
Property Corner
Power Pole
Telephone Box
Telephone Line Marker
Gas Meter
Sanitary Sewer Man Hole
Water- Valve
Water Meter
Conc. R.O.W. Mkr.
Fire Hydrant
Fence Corner
R.C.P. Culvert
inlet Drainnaageee Area
oT0 a ainage Area
Existing Elevations
Flow Line Elevation
Pipe Size, Length, and Type
Pipe or Pavement Slope
Inlet
Pump Basin
Too' Curb
Top o- Pavement
-
Grass and Landscaped Area
Crepe Myrtle Tree
Waxed Leaf Lugustrum Shrub
00 j x � DRAINAGE COMPUTATIONS:
20�5 Z 9 1 �745 DETENTION (ORGINAL TRACT)
S = 0.45 (5.9901) = 2.6955 Ac.-Ft.
S = 117,418 Cu. Ft.
MAXIMUM OUTFALL
QM,,,.= 0.5 (5.9901) = 3.00 C.F.S.
W
DETENTION (NEW LAYOUT)
20;2 1 .6 t+63 S = 0.45 (6.142) = 2.7639 Ac.-Ft.
112' S = 1,20395.48 CUBIC FEET
W ADDITIONAL DETENTION NEEDED
120' 120,395. 48 - 117,418.00 = 2,977.48 Cu.Ft.
i11 L90�9 QCr1QL
THIS EXTRA VOLUME WILL BE CAPTURED IN
R = 1,191.91' N 90' 00' 00" W 97.93' THE EXISTING STORM SEWER PIPE.
D = 01' 33' 27» Fnd. 5/s" I.R.
L = 54.15' RESTRICTOR
307.25' T = 27.08' SPENCER HIGHWAY �n Q = CA(2gh)
S 80' 46 09" W Ch= 54.15' 250' R.O.W. LANDSCAPE SYNOPSIS A = 3.00/0.8(2[32.2]3.55) = 0.0164 Sq. Ft.
SITE PLAN ACCURACY CERTIFICATE
DEVELOPED SITE AREA = 316,276 SF A = 2.362 Sq. In.
jr ROOFED OVER IMPROVEMENTS = 68,300 SF RESTRICTOR = 6"
���� OF t -if I, L. Michael Huelsebusch, P.E., an registered under
CITY APPROVING AUTHORITY CERTIFICATE y s AREA TO BE CONSIDERED = 247,976 SF
the laws of the State of Texas to practice the
(Ic
profession of engineering and hereby certify that the6q OF AREA CONSIDERED = 14,879 SF
This is pr certify that the City of La Porte, L•M�Hu�sCH*• above site plan is true and correct, and that allTExas has approved this site plan and development of berrin s, distances, an les, curve radiuses, and central AREA PROVIDED = 14,945 SF
LA PORTE SELF STORAGE in conformance with the an les are accurate) shown on the Ia1 .Ordinances of the City of La Porte.n '@�� �"� g 9 y g p PER CENT OF LANDSCAPING = 6.03%
t` Owner and Developer:
�I oil
Ea6 TREE TYPE: CREPE MYRTLE WPT PROPERTIES V, LTD.
BY:�G^+�^0 fg-fQ_py L. Michael Huelsebusch, P.E. SHRUB TYPE: WAXED LEAF LUGUSTRUM 1922 Forest Gardens Drive
Director, rPlannIng Department P.E. No. 53433 Humble, Texas 77345
L. MICHAEL HUELSEBUSCH, P.E.
618 FIRST
ST.
HUMBLE,
TEXAS 77338
PHONE:
(281)
540-8495
FAX:
(281)
540-8496
FAX: (281) 540-8496 E-Mail: hnhpe@earthli
1
CUSTOMER:
BILL THOMAS
PROJECT.L° PORTE STORAGE
DRAWING NO.: 04120191
[DRAWN BY: L.M.H.
L
KED BY. L.M.H.
: December 200E: 1" = 50'
00
-?7 0ff--05�2a9