HomeMy WebLinkAboutHIGHWAY TRANSPORT, INC. REVISED SITE PLAN5W
w
z
C N
G �
UE
o_w
nz
Iz
0 F
a
lC~l w
C, ,
❑
o
CC
E+"�p
1 N g�
00
LL
��
y
:...... in
r4 I'Ti
z
U
a
Qm F.H.
(
o
LE.
19.20
I
,\
•18" C.G.M.P.
I
100.60
100.70 100.50I rn 100.40 100.30
100.92
N
WEST D STREET
I.E. 99.to
( 'a
NEW 25' SLIDING GA
100.60 100.20
100.20 100.20
100.62
30' R.C.P.
18' STEEL PIPE '
'TOP OF RIM 89459' 00"E
326. 0' R.RN SPIKE
99.9
I.E. 88.30
-- _
LE. 98.60. , 99.40
- 99.95
I.E. 95.70
IN CONCRETE ASSUMED aEVARON toom
AS PER TOPO SURVEY BY R.A. ATKINSON, Ji.
_
SAN. SEWER'_________ -
POWER POLE Q
_ 100,70
701.6
GUY WIRE -
- - -' - - --0/FTELECL�h�IELEPRONE'DN�
- - '- - '- - - '- - - -
O
_
__ ______
P.P.
NEW 8' CHAIN L FENCE tOc
'
5/8'IRON
ROD
n
701.9-------------
1. _______FENCE
I GREEN AREA
END OF
LP.
CURB
-
-
CURB k GUTTER
;
10' B.
z �Tj
10' B. L
ti
n
i
22 SPACES
O 12' -
264
C
O
•
!4264'
N
N
21' -•-
�!a
IJ
m
I
N 8�
PROPOSED
IFs
m
o
(
I ASPHALT
N
.zo
I PARKING
100.80 100.87 i0E
_ EXIST. GATE
TO BE REMOVED
1 4 100.57 10C
XIST, C RT �1
_ 9 .7T _ S 89'59'00"E89.63 _99.264.0' I.E. 989
}- 10-BE
no 93 _ f l- NEW I! CHAIN DNK FENCE LP. e' CHAIN I I
(z 100. 1 100.0 --.... _._..
( c
I
17 SPACES O 1Y - 204' .a- F a n
I 15 SPACES 01 - 180'
10 25' 1 24' � 180' - 35' 20' 18' -►{-.- 25.
I
EDGE
OF FILLED
AREA
I
in
i
tOQ�.3
I
�'
i
0.2
I
I
00.2
I
I
4' WIDE
CONCRETE
PAD
�
o
CL
VENT PIPE
014
103.7 103.2
98.8 98.5
198.9
100.3
TA
-�_
/1
I
�
01.2
100.0
0012
POWER POLE a
PROPOSED
ASPHALT
^ ^'
'
Im
PARKING
ram.
o
0
p
I
�
d '
El
Ld
I00
101.3
8
V WIDE
CONCRETE
AD
00.0
,It
��-
.tl
s
Q
p
I +
'
�Laja}jj
�
o
W
�
F
m
z
34.5'
TYP.
g
12 SPACES
O 12'
- 144'
w
t
I
F
p
12 SPACES
O 12'
- 144'
L.P.
100.9
99.8
45'
89.
70'
14C
2W -
p
99.7 99.7
99.8
98.
98.8
100.2
p
I
8
v
EAST
oN8
z
R
OVED
4'
DEC CRETE
FAD
I
I
zI
1
U100.5
I
122'
0
(
00.8
.
100.1
PROPOSED
ASPHALT
o
y (
PARKING
I
'
POWER POLE O
S1:12
ASPHALT PVM'T.
88.9
I
DUMP
i-
00.0
3.75'
I1 '
5
4' WIDE CONCRETE PAD
NEW WATER
,
15 5'
TREATT
I
(a
19
SPACES
O 12'
- 228'
N EQUIP.
a 0
a
a
PROPERTY UNE IL
z
I
30' I
a
10' B. L
4_4REA
LIGHT U,
m e
1�4a
101A
00.0
1000 IF.0
99.8 GREEN AREA9.8
n 00.1 100.2
100,8
C 8�
M.H. ---'1 _-----_----
�- -�-�gg,4--�
98.1 - .
- - ie �F7ETi0_EDZ."R{IORZ.INE`S-
��-
- 98.9 ~_!
IF
SET 3%4 .R.
-
TOP OUT RIM - 101.40'
S 89'59'00"E
326.0' SANITARY SEWER LINE
po�yyER P0�
99.8'
a I
I.E. • 97.65'
5 e' IRON R00
DRAINAGE SWALE
NEW 8' CHAIN LINK FENCE
•
t
101.40
`
100.90
100.
101.80
101.70
101.60
101.40 101.20
101.00
" -EXISTING 24.6' ASPHALT PAVEMENT -
• . ,
100.71
EXIST. GATE TO
BE REMOVED
I
PARKING:
LANDSCAPING
OFFICE:
36' X 60' =
2.160 SQ. FT.
4 + 3 X 21.6 =
11
NON OFFICE:
30 EMPLOYEES
4 + 1.5 X 20 =
34
REQ'D. 6%
= 13,468
SQ.
FT.
45
PROVIDED:
65
PROVIDED:
3 HANDICAP
GREEN AREA
= 12,090
SQ.
FT.
TRUCKING PARKING
FRONT
= 6,165
SQ.
FT.
W/ TRAILER
77
N. SIDE
= 2,000
SQ.
FT.
CAB ONLY
66
S. SIDE
= 1,000
SQ.
FT.
BEDS
= 600
SQ.
FT.
PROVIDED
28,855
SO.
FT.
EXIST. B' WATER LINE
N
W E
S
100.70
100.30
I
II I
oz 100.43
100.10
"
147 M.H.
_
�"XIST. 8" SAN. SEWER
I.E. 88.3
--------
-
TOP OF RIM - 100.34
I•F$ll.%g
GUY WIRE 0 TELEPNEHOUNE
BURIED CABLE
SIGN & BOX P.P.
n N
E%XON PIPELINE SIGN
" o
/
_
Io
0
,m (
)
I
�IgpNE
m I I5 SPACES i 9' =I135' I TEI
EN AREA a l I O I i
EXIST. 6'CHAIN I . OjjWiPROPOSED CONCRETE PARKING FENCE TG 8E RERE NNRTEMOVEp
t00.5 100.4 t00.e ATE 0�.4I <F.HO :4 o o
HANDICAP( RAMP
I1 SPICES i9' =99'6'CHAIN U
�Yni I
ANEW OFFICE Dal
` 11 SPACES O 9' = 99, n m a .-
4'
" 502 ICI i 9Y�GTiYA I
100.2 100.1 100.1 HANDICAPRAMP 9y27 t6 3 ^ WATER N a I BY CITY
TO BE REMOVED EXISTING CONC. PAD 5' " I $ i'gWA11J2
--,
•-4-i-•-i--r-J i i-i-i r zm,^y
$ TO BE REMOVED NEW 6' CHAIN LINKFENCE
C GATE 100.5 I 1)0.5 100.4 �0.5 `CtJ_' ® loof I 00. 0. " a
NEW 16'x16' 5' WADC GATE I g g
CATCH BASIN I �.� ( TKREMAIN
" 40 40' LINE OF CANOPY ABOVE I I I O
PROPOSED EXIST. GRAVEL SURFACE
NEW FUEL I (I (t¢
ISLAND
NOTE: NEW 25' ROLLING GATE
NEW FUEL DISPENSERS
PIPING, CANOPY, ETC. - I'
BY OWNER Ls I I I I N
-0-J ix I 00.3
100.8 100.9 101.0 100.7 100�5 ' 70
REGRADE SITE TO r III i s s
FI
NEW ELAVATIONS
w p I I mw
ag PAVE W/ 3" HMAC-
^. ADDITION 22.10' 0 6 I I 5' 1 Li
s �
s.w. 1o1.eo '^ O
0
101,2 102.05 0 ( I O 'P I (n
101.8 100.9 a GO I {00 0 P I z
m I I I I g~ go
CO d L"
25' n 60, 25' I Ilc
o,
NEW CONCRETE APRON g NEW CONCRETE APRON I W ( o
13.9'
3.3'
II
I
I
O
-��
BUILDING TO
O
cn
m cZ
a =�
RECITING
NEW SPLIT FACE CMU WALLS
- I I
I
'n I
z o
TO 8' NEW MTL PNLS ABOVE,
r
00
5.6' I s
NEW STANDING SEAM ROOF
C3
I I
100.4
a
§
100.9 00. 00
m I
m
c 8.3
EXIST. GRAVEL SURFACE-
^ I
o d 0
- II
c14'
EXIST. TRUCK
-. ( I
I
I
GARAGE
NEW 8' CHAIN
LINK FENCE
3 0
�-
y
g
O TANK
e' METAL POLES
'
LANDSCAPING
(
I
RED WHITE
o
520
--
E%15M1G WATER SEANCE
_--_--_
m
a 102.0.
JUNCTION BO
101.99
I
I
101.3 0 7• 101.0 100.16 0 i X n
E
W 6' CU EXIST SEWER SERVICE / F I z I o O
EXIST. GRAVEL SURFACE m I
-II 0 '
IDm FENCE RUNS TO I JI j) I
/ JUNCTION BOX CORNER OF BLDG. ,o
w ( GREASE TRAPS ❑ 101.98 EXIST GAS SERVCE
¢ r-----------------+
6' METAL POLE R A
F.F. ELEV. F.F. ELEV. w w f3N
10' B. L I / 701.97 102.02' 60' 101.98' 1 ' 8. L I ' 0w� I n w
01.8 g g
02.0 M p�Y-�.�-�� W I
n DUMPSTER `•' `•"-"-' T 4 .R I
-a' P.V_C. CO.� -p.p__ - II U,S. CABLE S GN - - BELL 80X --- -- EXIST 8' SAN. S VIER- (2) PL MARKERS o o M.H.
______ ___- _--__ _ _ _
I.E. 99.3 * 99.7 99.0 98.4 98.7 TOP OF RIM • 100.2(
s 1e' cui T S 89'S9'00"E 266.0' 1 - I.E. 95.46
INLET
DIRT DRIVE 100. H.8. 91Q 6 H.B. 99.5 H.B. 99.5 100.63
t0 ,52 100.39 100.14 99.98 99.90 100.03
WEST SOUTH) E STREET 5' WALK GATE
7T „ n
10 .73 (60' R.O.W.) 100.53 100.36 100.12 100.07 100.17 NEW 6' CHAIN
REMOVE k REPLACE 6' CHAIN DNK FENCE LANDSCAPING OLEANDER HEDGE LINK FENCE
(ASPHALT PAVING) WITH NEW 8' CHAIN LINK FENCE RED &WHITE At
EXIST. 8' WATER LINE
z
3
m
LEGEND:
P.B. - PHONE BOX
F.H. - FIRE HYDRANT
L.P. - LIGHT POLE
P.P.- POWER POLE
M.H. - MANHOLE
I.R. - IRON ROD
F.F. - FINISHED FLOOR
T.W. - TOP OF WALL
T.R. - TOP RIM
O/H - OVERHEAD
S.M. - SHEET METAL
R.R. - RAILROAD SPIKE
H.B. - HIGH BANK
W.M. - WATER METER
I.E. - INVERTED ELEVATION
P.L. - PIPELINE
SITE
Nil
0
N
V)
V)
S
�
N
In
In
to
to
=
N
W ` .1 S
WEST 'D' ST
I WEST 'E' ST
v i c i n i t y m a
NOT TO SCALE
LA PORTE ZONING
BOARD OF ADJUSTMENT
CITY OF LA PORTE, TEXAS
NCU-01-001 HIGHWAY TRANSPORT, INC.
520 S0: 16TH STREET.
LA PORTE, TEXAS
APPLICATION FOR EXEMPTION FROM EXTEND USEFUL LIFE
REQUIREMENTS EXEMPTION GRANTED MAY 24, 2001.
CONDITIONS:
1. IMPLEMENT PROPOSED CHANGES IN TRAFFIC' FLOW TO THE SITE,
AS SHOWN ON SITE PLAN.
2. RELOCATE ON=SITE TRUCK PARKING, AS SHOWN ON SITE PLAN.
3. INSTALL NEW SITE FENCING, AS SHOWN ON SITE PLAN.
4. INSTALL DUST -FREE PARKING AND DRIVEWAY MATERIALS
THROUGHOUT THE SITE.
5 INSTALL NEW SITE LANDSCAPING, AS SHOWN ON SITE PLAN.
6. INSTALL NEW WASTEWATER TREATMENT EQUIPMENT
(MEETING MINIMUM CITY REQUIREMENTS).
7. EXISTING PARAMETERS OF THE APPLICANT'S CURRENT INDUSTRIAL
WASTE DISCHARGE PERMIT ISSUED BY THE CITY OF LA PORTE AND
AIR PERMIT (EXEMPTION #4689) ISSUED BY THE TNRCC SHALL NOT
BE EXPANDED OR REVISED WITHOUT AUTHORIZATION OF THE ISSUING
GOVERNMENTAL AGENCY.
THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED
THIS SITE PLAN AND DEVELOPMENT OF HIGHWAY TRANSPORT, INC.
IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS.
- /f3-(52
CITYLOF LA PARTE
DIRECTOR OF PLANNING
I, H. CARLOS SMITH AM REGISTERED UNDER THE LAWS OF THE STATE
OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY
CERTIFY THAT THE .ABOVE PLAT IS TRUE AND CORRECT, AND THAT ALL
BEARINGS, DISTANCES, ANGLES, CURVE RADII, AND CENTRAL ANGLES
ARE ACCURATELY SHOWN ON THE PLAT, IN ACCORDANCE WITH A SURVEY
BY ROBERT M. ATKINSON, JR., RPLS NO. 1622.
1228 %@
C�s�%ao
bt, --- H. CARLOS SMITH
//D TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1228
(�G THIS TRACT IS LOCATED IN ZONE X (SHADED) AREA OF 500 YEAR
FLOOD, AREA OF 100 YEAR FLOOD WITH AVERAGE DEPTH OF 1 FOOT
AS SCALED FROM FEMA, FIRM MAP NO. 48201CO945J. REVISED
NOV. 6, 1996. TO BE USED FOR FLOOD INSURANCE PURPOSES ONLY.
AND DOES NOT REPRESENT FLOOD CONDITIONS.
LEGEND
s
= JUPITER
+
= CREPE MYRTLE
{
= CYPRESS
®
= LIVE OAK
®
= BRADFORD PEAR
= CHAIN LINK FENCE
O
= OLEANDER HEDGE
NOTES FOR WHEEL CHAIR RAMPS
TYPE OF DEVELOPMENT:
HIGHWAY TRANSPORT, INC.
1. THE FINISHED SURFACE OF THE WHEEL CHAIR RAMP
2'
TYPE OF DEVELOPMENT:
TRUCK TERMINAL
IS TO BE GROOVED LATERALLY W/1/4" WIDE BY
DEVELOPMENT = 5.18 ACRES
1/4" DEEP GROOVES SPACED 2-1/4" C-C & ROUGHENED
11 -4
OWNER:
HIGHWAY TRANSPORT, INC.
= 236,000 SQ. FT.
W/ NO LESS THAN A BROOM FINISH TO PREVENT
LESS BLDGS. = 11,520 SO. FT.
SLIPPING & TO DIFFERENTIATE IT'S TEXTURE FROM
BUILDER:
TO BE NAMED
= 224,480 SO. FT.
THAT OF THE STANDARD SIDEWALK.
X 6% = 13,468 SQ. FT.
LEGAL DESCRIPTION:
ALL BLOCKS 797 AND 798, ALLEYS INCLUDED
2. THE LOCATION OF THE WHEEL CHAIR RAMP MAY BE
MINIMUM SLOPE
THEREIN AND PORTION OF 17 STREET BETWEEN
SHIFTED FROM THE PROPOSED LOCATION ON THE
GROOVES
(SEN0NOTE 1:12
THESE BLOCKS LA PORTE, HARRIS COUNTY,
PLANS BY THE ENGINEER IF IN HIS OPINION (BE-
TEXAS.
CAUSE OF UNFORSEEN EXISTING CONDITIONS AT
CONCRETE
THE TIME OF CONSTRUCTION) A CHANGE IN LO-
CATION IS NECESSARY.
JOB ADDRESS:
502 & 520 SOUTH 16TH. STREET
ZONED:
LI - LIGHT INDUSTRIAL
REV.
6
MODIFY PARKING REMOVE STRIPS
6/09/02
REV.
5
MOVE WATER EQUIPMENT
3/18/02
REV.
4
MOVE NEW OFFICE & PARKING
3/16/02
REV.
3
E BLD LINE CHANGED TO 28'
2/16/02
REV.
2
BOARD OF ADJUST.
8/24/01
REV.
1
1 NEW OFFICE
7/20/01
MINOR DEVELOPMENT
LEGAL DESCRIPTION
LOCATEDINCLUDING ALLEYS
THERE IN AND PORTION OF
17TH STREET BETWEEN THESE BLOCKS
•• OF A PORTE
VOL. •• H.C.D.R.
JOHNSON
LAPORTE,.■■COUNTY,
00 - 80238(hw)
I Q. F.H.
LE. 19.20
I
100.60 I
100.70 10050
I 100.40 100.30 100.92 100.80 100.87 100.85 100.70 100.30 I
EXIST. GATE w a II
WEST "D" STREET TO BE REMOVED 3
I.E. 99.10 I a NEW 25' SLIDING GATE
10060
I - - 100.20 100.20 100.20
I M.H. CONC. RIP RAP
30' R.C.P. 78" STEEL PIPE (TOP OF RIM - 99.9S 89.59�00"E 321
11
89.9 I.E. 98.3G I.E. 98.80, 99;49 1 I.E., 95.70
iWv, qY
wrc a•�u
FA4NWR g1g4U
Y q,Y
w W I I
.62 1 100.57 100.68 100.43 100.10 11 ( Fr
(EXIIST. RT CONC. RIP RAP LE 9&43
)� .u,mcmgo.q
r>::ra» nO.uxa •.
9.7 S 89.59 00 E99.63 997266.0' I M ( .;»>iz•t:;.,:=>_`.:-
-�� ...--r_ -_ - - - - - - - - - - - - I.E. 8.9 REGRADE DITCH O a1%2��
H• r�:::•'
- - - - - - - - _ - - - - - - - - - - - •:ub
POWER POLE O _ 100.70 DIIYY/K 6 SAN. SEWER -- - - - I = _ - - - - - _ _ _ _ _ _9 R--- _ _ _ _ _ . OP OF RIM - 100.34
101.8- ' __ - - - - - - - - - - - - - -_
O--------0/aE,GCtIL�NCDII[- ---- ------
•P• NEW CHAIN LINK FENCE - - - - _ SAN SEWER
E, gq_
ii/11. OOM R00 'q - - - -I.RL�4!I/11� CANT
• T.0. i 5 101.0 /00. 99.93 - - L.P. I.E.I.E fl&71 O
&011 k 60K P.P.
® .4182 -- t OREFJI AREA T.C. 102a n loom END OF L.P. p - -
T
!`j
17.','
_T
-
-
-
-
-
or"
, m
T . L.
C6
t
22 SPACES a 11m
21
N
n
. j
38
284'
Z
O
N
7�tT♦bi3-J
t
P
OPOS
D
DA-
•
o
D
pA_gfl�
7 ACRES
•
�--
. i ASPHALT 0.17 ACRES -
too-15 O o- t PARKING top'-ta• O 0.30X
-
a' RFS RICTOR
-
I
T.0. 01.5
LE 9&aa
w
100.2
~
I
t ra
1m.a WATER SURFACE
DA-8
p I z
d
1 LE
99.18 EL 102.3
100.0 0.17ACRES
I
�
i
1
1
it
17
SPACES
Is11C • '
�
t
REV.
1o1.e
RIDGE
1oi
o
~
I
REV.4
I
188111
012•.1
I
18'
20
I
25'
I
we
a
Alta
1
I
100.3
i
0.2
�00
I
I
•
,4
bl
103.7
103.2
198.9 988 985
iL?51 OKI � �IS7 �� i11v i v g •
TE
N
W " [
WEST 'D' ST
'E' ST
61
07
Is SP e w 1 r ENSTAI
4 -(- 0�S
jr y
DA-1
CURB TT 0
i 0.11 ACRES DA-4 REV_ 4 / RES'iRIC710N
'R
a'
5' WA
GA
T.G 1020
i EfaST. M aurF a M[
5'
102i s.1.
I I
g•
O
O
0
_
1- 1
(14 I
YI
I
I
NOOB.
WYEN9CN5
um P9 nT v w,n uR 6 R YwaYm°
mxsm°° AT. uo emsr sr,ox a wu
xlTx xclxxlx msa To AEauYo owm,
ORC� ro° AxTY um1°"'ax°Rw�axm mnw m 0 I
u umHos rwrr amx m,Yo rxo rnAro wA YYUEAcrtam
N
F (
I�
h"2V
to
'ur I
(n
_r
U)
I
(n
M
c0
'-
amp ,w
eAwl FmC1�'
n ra Fn xa n .o wac ramrc
ffi un
m1r mtr
W30 ,mx
mu .Au
aa• aY u' u• aY u• Ir'xtrn °• 1000
u• u• ae• n• x• aY aCaMxi.r• T;aax
u• ax• aY u• aY aY u'EaKx• xxa
10.15 ACRES - -- - - FtI10E j0 BE ro BE RElIOVED I I I TO BE to N N =
DUMPSTER T.0. 101.2 --�}y ROU,tIO CHAkI O 'A REMOVED to
O A 100.5 • 00;5,xi �i'E\/� 0.6 0.1E ACRES af2'a 45' �� oo.� „ "F•H. PARK MANUFACTURING , 6-CURB CATCH BASIN
CONCRETES �? o HANOKIIP I I L O S 8 r I N.T.S. V I C I IT I t �/ i71 O
a
PAVING ,� FV o iWOP
-a alb atm�2�� m 7
ttlsP I e I I ( ^I I NOT TO SCALE
e- LE 9�9.2 g g J DETENTION AREA 1 REV. 4 ,I �m ( BLDC, E 102.3 NOT
1/a"/Ft �24"
7.0.101.2 NEW 0 FICE I( D W I I 1 2, I 102.07� HYDRAULIC TABULATIONS
' 1 SPACES g (.1KY 1.E 99.2 cl 1 I / DRAINAGE AREA C. FREQUENCY TC Q
- NEW
20' I 18' -+- 25' `r 9 3 ( 101.57
� �' 25' I i I SEWER TA AREA 1
NEW 8' � I BY CITY I 1- #3 BAR IN CURB 1 i 2 HMAC N0. ACRES CFS
CHAIN LINK i PAINTED I WATER SURFACE 502 I 1 I #4 BAR DOWELS O 18" O.C. 1 0.11 0.90 5 YR. 10 0.81
FENCE ' - STRIPES
100.2 100.2 REV. 4 i 1 EL, 101.8 t •t 11ANO+CAP s• - ^,�I + I BWATER Y CITY AP 2 0.14 0.90 5 YR. 10 1.06
T.0.101.2 $ 8 8' CS 200 3 0.16 0.90 5 YR. 10 1.14
TO BE REMOVED E%I NO CONC. PAD 5' -� ,�
END CURB � --t -- -- - - 4 0.15 0.90 5 YR. 10 1.14
100.02 I.E 99.2 OA- 9. I
WEST SIDE 4 0 32 0.14 ACRES 1o2770Do0R I I SECTION AT DOOR 6" LIME S.S.G. 5 0.40 0.90 AREA 2 5 YR. 10 2.93
-VENpTPIPE 9j EW COVEREDL-
CU ( C. 102.0.I I N.T.S.
-I 100.3
EXIST. 6' CHAIN LINK
/7 FENCE TO BE REMOVED
--- -- ---------11-----------PROPOSE-- -- �� ASPHALT "PAINTED
01.2 I DA-12
DA-S 1o0.o0.37 ACRES STRIPES ^ POWER POLE d I 0.40 ACRES PARKING DA-10 --•-
,44, Q
I GO � 0.37 ACRES
T.0. 101.a T.Q 101.5 � F
I.E 99.87 I T.0. 101.5 LE 99.48 I �+x
a _j DETENTION AREA 2 i LE 99.ea i B
a Im WATER SURFACE I I g
N EL. 102.3
N N
o REV. 9
O101.3 K I �,
I�
z
a k I I w
1 j 12 SPACES O 12• . /
W toe REV. 4 101.8 102.2 g RB:GE 1022 101.9 `
o19' ~ 45' o ( 12 SPACES a 12' 144' I REV. 4
• r- 70' -•• 144' 49'
I00 100.9 99.8 99. 99.7 99.7 99.8 I 99. I 99,
O d I DA-it v I DA-13 EXIST. FENM BE
1 0 i 0.37 ACRES I M32 A REMOVm-
z L
I
I
KIi
0.35 ACRES OI
z'
1 d 1 01 N�
100.5 ~ PROPOSED
ASPHALT m) 100.1 I
' T.0. 101.5 PARKING
I.E fl9.4a EV. 4 i T.a tot.S i m
101.9 100'-12• o o.3Slf too'-18• o o.zOX ^ C
o T.Q 101.a _
o� I.E 9fl.1 'u BOX�I i00'-12'
T.0. 101.8 I O 0.35%
ti I.E 9&90 T.P. 101.7
POWER POLE J ,I ASPH LT PVM'T.
/ SLOPE 1: 12
99,9 ~ DUMPSTER T.P. 1021
I 00.0 I 3.75
NEW WATER
m 18 SPACES • 12' 22V of 15.75 it TREATMENT
1 N j OI o 3 f 0247
PROPERTY LINE,
ARE LIGHT t�s1 f .P.1024 ,P.' 83'
1 O' B. L. 218 , ASPHALT P T.
0 3 I a 1020 ¢ 1 0 - - 0. 1 0 10 B. L. a i 0 47�-'"--
n 'v 101.3 as GMO T.I. 1025 T.a 102.5 o
100.0 DRFSN AREA La 1025 in - LC. 1025 I La 1025
99.8 9.8 n .2 0 10i
°o ---- _- 8.4RtiEAD'ELEbYRIO7CL1NL3 - - - -
g M,H.(�- -�-_-_-_-__-- =-f�=- _-98_FL_ --_ -_ 98.1 98.9 _--tKT3/4 4
O I TOP 0} RIM - t01.40 S 89.59'DQ"E 326.0' SANITARY SEWER LINE PotVER POLE I.E.6 a I.E. - 97.85'
t11011 ROD ' ' -DRAINAGE DITCH NEW 8' CHAIN LINK, FENCE C. RIP -RAP
- 1GO.90
i 101.80 101.70 101.60 101.40 101.20 WEST (SOUTH) "E" STREET
' -EXISTING 24.6' ASPHALT PAVEMENT - 101.00 (60' R.O.WJ
(ASPHALT PAVING)
1 1 /2" HMAC F.H.
JTER8" GS 200
GULF STATES MATERIALS, INC.
COMPACT TO 95% PROCTOR DENSITY
6" LIME STAB. SUBGRADE
OFFICE PARKING LOT
PAVING SECTION
0
N
o 1101
I.E. O EDGE PVMT.
FOR SWALE
-- -L
FOR PIPE 10 CUT OF PPE TO MATCH SLOPE TOP PIPE
_---q-- I1D
RIP -RAP DETAIL I
BROKEN CONCRETE RP -RAP
ALIERNAIM POURED IN PUCE
•.� MINIMUM a THICK CONCRETE
..,n. °-aFT" W.W.M.
H. CARLOS SMITH, H. CARLOS .SMITH ENGR. & SUR.6/9/02 12:37 PM3403-01GDR7.dwg
T REINFORCED CONCRETE
o 0 0
#3 BARS 0 18" O/C BOTH WAYS
LIME STAB. SUBGRADE
COMPACT TO 95% PROCTOR DENSITY
OFFICE PARKING LOT
PAVING SECTION
----- 3„ HMAC
12" GS 200
IN
j GULF STATES MATERIALS, INC.
e COMPACT TO 95% PROCTOR DENSITY
6" LIME STAB. SUBGRADE
TRUCK PARKING LOT
PAVING SECTION
SEE DETAI'
Di 3403-OIWF
i- A BAR IN CUF
µ BAR DOWELS o IW O.C.
0.10 R 7SP 9•.i53 PATIO I I I
"- 53'
4 01.5
T.C. 1020 T.a 1020 T.a 102.0 REMOVE`® I
/-/ ,-/aNI I
TO BE REMOVED ' -NEW g• C21Agd LMtlt FENCE �� ®VMT I (R) RI S La I
NEW 4• w w „a p11 1 1- #3 BAR IN
00.2 W i� v 6x6 y:6
W/U,J( pA•IE 100.5 i 0.5 700.4 0.5 �100� � jG0, $�
NiW 16"xi6` i^ 5' WALK GATE �'-I-I- I - - I
CATCH BASIN / I
REV. 4 T.G 1020 � 2y LINE OF CANOPY ABOVE (y 1I I I I
6% RAMP UP '� PRE EIOS'T. ORAIRL PCE �I I EXIST. D/W
-J TO STRIPE NEW FUEL TO REMAIN
ISLAND
NOTE. UEL OISPQI•ii$ NEW 25' ROLLING GATE
7 BYI 111"mCANOPY. EiG I I \) ` 11 i I SECTION AT RAMPS
L/ -/ -0 / / o0.3 N.T.S.
00.0 100.8 100.9 100.7 '100, 1 10 I 1
j i i SWALE O 0.30X 1 n
00 f00.fl qq 100.6 �• .I i $ g I
-MEET NEW^ ylg REGRADE SITE TO :I I I I I GONG. RI -RAP I
T.P. 102.3 O� g m
��: NEW ELAVATIONS 1m l l I I
L.P. z a a PAVE W/ 3 HMAC 10 I I W I
ADDITION 2wor
101.8 RIOCE c 10L8 ib S.W. 101.80 101 S RI •� I I O I ( 1
o• 101. 9 102.0 100.9 \ 100 1 00 O Q( n u z I
5
` N ,
W E
¢ S
RAMP UP 03, a
f 10t7 2W m w 26 t01 ( IcQ i I PIPE BEDDING
NEW CONCRETE RON o NEW CONCRETE APRON I WI ( LLI_ I F-- U ? I N.T.S.
1AtY I Z O ( A - CEMENT. STABILIZED SAND BEDDING PLACED BEFORE
O r" `ey - EXISTING BUILDING TO �I I O ( a 1 PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE,
oo RECIEVE SLOPE 1.OX ` W O I (J1 ; I AND COMPACTED TO 95% STANDARD PROCTOR DENSITY.
NEW SPLIT FACE CMU WALLS "I Id
IL 0) 1B - CEMENT STABILIZED SAND BEDDING, THOROUGHLY
TO 8' NEW STANDING
PALS ABOVE, I oI I 00 I I COMPACTED TO 95% STANDARD PROCTOR DENSITY.
TO BE REMOVED 6.5• NEW STANDING SEAM ROOF
)0.8 100.4trx 100.9 100.J (V 00
1O q ax 1 �) �8' CHAIN LINE FENCE
v C6LA8 E 14' EXIST. TRUCK S I IOI o 5 1 i CURB �2
a
GARAGE O S NEW 8' CHAIN T.C. 102.5 i 1/2` ASPALT PVM'T.
E7a T. o o _�•�� LE 09.25 3 0 f. I dI ( LINK FENCE I 1 6" ( BETWEEN CURBS
.CAN Y CURB '- OTANC gAKT� �. Till'
-i%t SLOPE I CUR802.0
O BE (LANDSCAPING OLEANDER i i'REMO OVED " n - 00SID1 WATER SERMCE RED & WHITE ALTERNATE 6-
520 I-2Xt SLOPE
43 \ 101.3 101.3 �A�0 102.0 F.F. 1OU 11 10' .9� I 1 I
NEW ` A'� 3 r 101.0 IDOL f0
11 n( g 9 F.Hi
IW. 0111i SECTION A -A
SLOPE 1.01%
FENCE RUNS 70
AIIiom soot CORN (IF BLD0.44
win iitnAL trots
❑ 101.98 EXIST GAS SERVCE ! I 1 S
F.F. ELEV. F.F. ELEV, 6•
S 1 101.7 101.97102.02' li 101.98' 101.7
'
--------- - -
01.9 02.0
1,8
I
101.8
L - -
- - - P. C0.c P•P. - -
-�-�-----------------
'rV,S QASIE 1pt
-----
inn I
ry, UK 8" SAN. SEWER
-- ------
19.8' XIS
18' CUL T I.E. 98.3 S 89.59'00"E
99.1 266•D'
---- --
98.0 98.4
DIRT DRIVE I.E, 2&7
700.
H.B. 90.6 H.B. 89.5
700.66
100.52
t00.39
100.14 99.98
100.75
100.73
100.53
100.36 100.12
EXIST. GATE TO
BE REMOVED
5' WALK GATE
REMOVED EXIST. 18" CULVERT
REMOVE &REPLACE 6' CHAIN LINK FENCE
WITH NEW 8' CHAIN LINK FENCE
SEE PLAN & PROFILE SHEET
FOR NEW DITCH GRADE
6•
AREA
1 - DETENTION
AREA
= 0.76 AC.
ot4c• PA`1MT
DV =
(0.2) (0.76) _
=
0.15 A.F.
=
6,653 C.F.
� /3 *IV Qa BOTHWAYS
PROVIDED = 7.532 'C.F.
CURB AT CONCRETE OR ASPHAQLT AREA 2 - DETENTION
OFFICE PARKING AREA = 2.99 AC.
DV = (0.2) (2.99) _
24" = 0.599 A.F.
6. 3 - #3 BAR = 26,080 C.F.
3" C.
1- /3 BAR IN CURB6" PROVIDED = 35,010 C.F.
µ BAR DOWELS o te" O.C. 12"
GULF STATES MA�RIALB, INC
12" GS 20C 12r, D SUBGRADE LIME STABAUZED -
#3 BAR IN CURB o 18' Oa 6" COMPACTED
CONC. CURB & GUTTER DETAIL
AND ASPHALT PAVEMENT DETAIL
TRUCKING PARKING
HARRIS COUNTY FLOOD CONTROL DISTRICT
ALLOWABLE OUT FLOW
CITY OF HOUSTON
Q-MAX. = 0.5 A
AREA 1 = 0.5 X 0.76 AC. = 0.38 CFS.
AREA 2 = 0.5 X 2.99 AC. = 1.50 CFS.
OLi
I
9 9
8
E)
`
4-
Ii-
1
- - -
PL MA1547Ig
o o
M-.H.
-----g�---_
98.7
TOP OF RIM ®100.2C
E. 95.48
INLET
H.B. 99.5
100.63
99.90 - 100.03 11
100.07 100.17
NEW 8' CHAIN
LANDSCAPING OLEANDER HEDGE
LINK FENCE
RED & WHITE ALTERNATE
P.B. -PHONE BOX
F.M. - FIRE HI DRANIT
L.P. - LIGHT POLE
P.P. - PO1t7FR POLE
M.H. - MANHOLE
I.R. - stON ROO
F.F. - FIMSHED FLOOR
T.W. - TOP OF WALL
T.R. - TOP RIM
O/H - OVERHEAD
S.M. - SHEET METAL
R.R. - RAILROAD Slii
H.B. - HIGH BANK
W.M. - WATER METER
I.E. - INVERTED ELEVATION
P 1.. - PsaEUNE
* . Os.
G'dl�.I!+
� •• •
z-
REV.
REV. 9 REMOVE FENCE & STRIPING 6/09/02
REV. 8 MOVE WATER EQUIP. ADD LIGHT 3/18/02
REV. 7 MOVE NEW OFFICE & PARKING 3/03/02
REV. 6 REROUTE DRAINAGE 2/23/02
REV. 5 E BLD LINE CHANGED TO 28' 2/16/02
REV. 4 ADJUSTMENT TO ELEVATION 11/9/Ot
REV. 3 FUEL ISLAND & GRADES 8/28/01
REV. 2 S/W , RAMP, RIP RAP 8/27/01
REV. 1 1 NEW OFFICE 7/20/01
THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED
THIS DRAINAGE AND DETENTION PLAN OF HIGHWAY TRANSPORT INC
IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS.
3�
9
6 0.17
THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED
THIS DRAINAGE AND DETENTION PLAN OF HIGHWAY TRANSPORT INC
IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS.
3�
9
6 0.17
0.90
5 YR.
10 1.22
7 0.17
0.90
5 YR.
10 1.22
8 0.17
0.90
5 YR.
10 1.30
9 0.35
0.90
5 YR.
10 2.60
10 0.37
0.90
5 YR.
10 2.69
11 0.37
0.90
5 YR.
10 2.69
12 0.37
0.90
5 YR.
10 2.77
13 0.32
0.90
5 YR.
10 2.22
DRAIN PIPE CALCULATIONS
DRAINAGE AREA
FROM TO Q
DIA.
SLOPE CAP
VEL.
-. CFS
IN.
%
CFS
FT/SEC
AREA 1
1 4 0.70
12"
0.35
2,48
3.2
2 4 0.94
12"
0.35
2.48
3.2
3 4 0.70
12"
0.35
2.48
3.2
4 OUT 6" 2.64
154
0.35
4.59
3.0
RESTRICTOR
AREA 2
5 6 2.39
12"
0.35
2.48
3.2
6 7 2.93
15"
0.30
4.59
3.7
7 8 3.40
15"
0.30
4.59
3.7
8 OUT 6" 3.94
15"
0.30
4.59
4.0
RESTRICTOR
9 11 2.16
12"
0.35
2.48
3.2
10 11 1.78
12"
0.35
2.98
3.2
11 13 4.71
18"
0.20
6.23
3.5
12 13 2.09
12"
0.35
2.48
3.2
13 OUT 6" 7.04
18"
0.35
7.37
4.2
RESTRICTOR
GRATE &
PIPE SCHEDULE
DRAINAGE AREA
FROM TO TOP
PIPE
LENGTH
GRADE INV.
INV.
GRATE
GRATE
SIZE
% OUT
IN
SIZE
AREA 1
1 4 101.2
12"
75'
0.35% 99.2
98.94
1808
2 4 101.2
12"
60'
0.35% 99.2
98.94
1808
3 4 101.2
12"
75'
0.35% 99.2
98.94
18x18
4 OUT 6" 101.2
15"
60'
0.35% 98.94
98.71
1808
RESTRICTOR
AREA 2
5 6 101.5
12"
110'
0.35 99.87
99.48
1808
6 7 101.5
15"
'100'
0.30 99.48
99.18
1808
7 8 101.5
15"
100'
0.30 99.18
98.88
18x18
8 OUT 6" 101.5
15"
50' -
0.30 98.88
98.70
18x18
RESTRICTOR
9 ' 11 101.5
12"
100'
0.35 99.45
99.1
1808
10 11 101.5
12"
160'
0.35 99.66
99.1
1808
11, 13 101.5
18"
100,
0.20 99.1
98.9
1808
12 13 101.5
12"
160
0.35 99.46
99.1
18x18
13 OUT 6" 101.5
18"
90'
0.35 98.82
98.5
1808
RESTRICTOR
NOTES:
1. USE GS 200 TO FILL TO
NEW
GRADE WHERE REQUIRED
&
TO FILL (MIN. 12") AREA
WHERE EXIST. SLABS ARE REMOVED,
2. HMAC TO BE TXDOT ITEM
340,
TYPE C FOR TRUCK PARKING
&
TYPE D FOR OFFICE PARKING.
3. CONCRETE TO BE 5 SACK MIX.
TXDOT
ITEM 421, CLASS
A. FOR
PAVEMENT, CLASS B FOR
RIP
RAP.
4. PVC PIPE TO BE ASTM D
3034 DR 35
TO 15" AND UNI-8-7
MI, TO 24", OR EQUAL.
5.EXISTING SURFACE OF OLD
PARKING LOT TO BE SCRAPED FREE
OF ANY DIRT, GREASE, OIL
ETC, AND SPRINKLED AND ROLLED
PRIOR TO PLACING NEW GS 200. ANY
SOFT AREAS ARE
TO BE
REMOVED AND REPAIRED
WITH
NEW GS
200 COMPACTED
AS
REQUIRED.
CROWN 102.3 CROWN 102.3
-1% SLOPE t -t.6X SLOPE t
-2%SLOPE t -2.5X SLOPE t
PAINTED
F�4'�I �NTEEE�
STRIPES STRIPES
SECTION B-B SECTION C-C
N.T.S. N.T.S.
GRADING AND DRAINAGE PLAN
LEGAL DESCRIPTION
BLOCKS 797 & 798
INCLUDING ALLEYS LOCATED
THERE IN AND PORTION OF
17TH STREET BETWEEN THESE BLOCKS
MAP OF LA PORTE
VOL. 60, PG. 113 H.C.D.R.
JOHNSON HUNTER SURVEY, A-35
LAPORTE, HARRIS COUNTY, TEXAS
DATE: 4-25-01 H. CARLOS SMITH SCALE: 1 a=30
ENGINEERS AND SURVEYORS, INC.
DRAWN: CAD FILE:
FLH P.O. BOX 529 423 N. HWY. 146 3403-01 GDF
PROJECT: LA PORTE,TEXAS 77571 SHEET
3403-01 PH. (281) 471-4226 FAX (281) 471-4228 2 OF 2
A
5
0
z
vH
ow
O
•a
i�
vA"FF
x
w
0
E
oo l
o
o¢
a
� �
o
N N
LL
M
U
z
N N
Or ^1
Lu
�-
� z Cn N
v
(n NX.X
4 ui
F--LL
—1
Q
Lu
PROPOSED
Q
N O N
ASPHALT
PARKING
U
W u') a
W X Q -
z (o
520
i
Z o co
P.P.
18 '
m
JUNCTION BOX
❑
i
N
W CL
99,9
101,3
/0
102.02 101.99
101A 100, ( 100
I
z
00,0
4'
o
z
¢ EXIST SEWER
a SERVICE
/ 3
�-
7'
EXIST. TRUCK
4' WIDE CONCRETE
PAD
NEW WATER
�� +�
- _ � _
GARAGE
°D I
TREATMENT
o
() i
J
a I
I
/
I o I
x
m
l
i
o m
19 SPACES @ 12' = 228
w
EQUIP.
bN
II IL P
(I
¢ o (
(
w EXIST. GRAVEL
/
FENCE RUNS TO Z (
_
I
w
v o
No
i
m
o SURFACE
CORNER OF BLDG. (n
a
m
m o
m
10Os
~ -
cu
a
N
II
II i
(
w �
o I
a
o
'
JUNCTION BOX
z GREASE TRAPS
010
EXIST GAS SERVCE m Lu z
LJ
_z
-
W
w
a
II ro
¢ cu
w li---------
-----
1,98
w
F.F. ELEV,
6" METAL POLE o 0
N
3
I
r
w 63
228
35 —}f-
= i
:- (i
i
(
/
F.F. ELEV,
102,02' 60' 101,98'
10, B. L. I Z
o
u"i I
Zc11oj
M i
10 B, L,
URB & GUTTER
_
- 3 - i
98,___CON_
w
—
GAS METER v
w1.3 I
0 ¢
�
-
GREEN AREA
in
a
Vj
i
o
DUMPSTER
a
(A ❑� -
n
0
n
SET 3/4' I.R.
g•g
I
m
0'
199c 9
o---
— —
-DITCH-------
- ------ ------
— —
= -----
OVERHEAD .E' Ff Tpir— --
----.� ----
SANITARY SEWER
—
- ==
— '
........-
_-
— — — —
.. _ I.E.
ITCH--
98.6
XISTING 18"
— —
_ -
CULVERT
— I.E.&62
- -
--�--
— — BELL BOX❑
---�_ =='-
_--__--
- IE__20
EXIST 8' SAN, SEWER — — — �°
��-----.-- -
- - C
0
a (
TOP OF
I,E. = 97,65'
RIM = 101,40'
/�`� S 89'59 00
E - 326.0/�.3'
LINE
j
PROPOSED
DITCH
S 89'59'00"E
266.0' D�i`LFr—
PROPOSED
EL.
z 3
o
DRAINAGE SWALE l
��ll
l
g&
994 I
vi
/�� DIRT
DIVE
C3
+
E.P.
+
+
E.P.
! ABANDONED
E.P.
E,p,
v
N�
I Icp r
=
u
CULVERT TO
BE REMOVED
i CULVERT TO
BE REMOVED
(.
WEST SOUTH E' STREET
4
(
L1
ON
Li Li
j
a
ZOE.
)
I
W
DRAINAGE
•EXISTING 24.6' ASPHALT PAVEMENT
GO R.O.W.
( )
DITCH
`
(ASPHALT PAVING) E.P.
I
w
'
E.P.
---�
E.P.
lx2 INLET
T.G. IC
® �(
E
SC
18"
_ _ — _------_
Cucvm
E.P.
j9e.3
EXIST,
E.P. II
(
99.1 IIcu
8' WATER LIN LE.097,7ll1
�•'•�
ca
N
o
m
F.H.
/
<
IJ
0
`
z
6' CHAIN LINK
FENCE oa z Y w a
I I m Iwo,
z
U-a
mil
mm
z a °� Li Li Li
J L
z O O
.
�4 r4
Q
af
'x
W
Q
U Z Z z
1-
`
Z
0
U
L7
H
i
Q
FLOW
LINE
❑F
PROPOSED DITCH
LJ
FLOW
LINE
OF
FLO
LINE
OF
~
EXIST.
DITCH
PROPOSED
18'
18' CULVERT
PROPOSED
12'
p
DRAIN
PIPE
TO
BE REMOVED
DRAIN
PIPE
P-
W
J
I.E.
98.5
I.E.
98.7
FLOW LINE
EXIST, DITCH
OF
U
1 O
I
i
EXIST, PIPELINE
I.E.
9;0-
1 1
TOP
98.3
{-
LLJ
P
❑P❑S
D DITCH
-
LLJ
—
9 g
PROPOSED
DITCH
@
0,06'
....
"'
w
^
96
FLOW
LINE
OF
=
EXIST,
DITCH
v
H
C�
W
tz
/
u 3
v
0
0
o'
n
611
DATE: 2-17-02
JOB NO.
3403-01
6
:m
y,
..
SCALE:
WE I
H❑RIZ:
1'
= 20'
VERT:
1"
= 5'
lDl
DRAWN: FLH
CHECKED:
CAD FILE:3403-01 PP
6+00
5+50
5+00
4+50
4+00
3+50
3+00
2+50
2+00
1+50 1+00
0+50 0+00
SHEET
1 OF
1
H. CARLOS SMITH, H. CARLOS SMITH ENGR, g SUR.2/18/02 648 PM3403-01PP.dwg