HomeMy WebLinkAboutHIGHWAY TRANSPORT, INC. SITE PLAN (2)S
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EXIST. B" WATER LINE
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100.70 100.50100.40 100.30 100.92 100.80 100.87 100.85 100.70 100.30 II 1
1
WEST "D" STREET II i 1
II
100.60 100.201 100.20 100.20 100.62 TO BE LOVED 100.41 100.57 100.68 0 100.43 100.10 0
M.H. „ EXIST. CULVERT J
18" STEEL PIPE I I _ S 89'59 00 E 326.0 INLET „ H I
H.
I.E. 98.60 99.40 I E. 95 70M 99.9 - - - 98 8--__ .. OP OF RIM = 100.34
99.7 S 89'59 OO E99.63 _9s. _• _ _ I.E. 998.9 W
- .. .. .. -ram- SEWER`
.. .. .. - � -_ _8: '•-------
_ _ _ _ _ I.E. 98.3 ,- 0 4
-------. �04
- - - - - - - - -6 SAN. SEWER - -'- - - - - - - - - - - -P,P, - - - - - _ - - - - - - - - - �- EXIST 6"SAN. SEWER _ I" T. BURIED CABLE
GUY WIRE - - - - - - GUY WIRE 0 TELEPHONE UNE SIGN & BOX P.P.
- - - - - - - - - - - - - - - -
-"'0/FFELECT-&'TECEPRDNETTt� - NEW B' CHAIN UNK FQJCE top.o ss.s3 NEW 8' CHAIN LINK FENCE L.P. 8' CHAIN
1n BENCH MARK- 0 T��ryryMA� n ,n
_________________ GREEN AREA R.R. SPIKE IN CONCRETE ASS.IMED ELEVATION 100.00 P. � �•O O O O LP ( n m tOt.9 - ( d d 1
FENCE _-_---�--�- I ^ ® �' , ' ' EXXON PIPELINE SIGN O
10 ♦ 1
CURB k GUTHT7i ; 22 SPACES O 12 284 N 11:124�
I icu�5' ALK GATE o�264' � 6' N 1p 15 SPACES ®9' --t35' n 5' mo I I O m 1 1
I I I 1541(.ATE 13V
00ST. 8' CHAIN LINK O
PROPOSED o wl BE
i N PROPOSED CONCRETE PARKING FENCE TO BE REMOVE w a � ROWING CHAIN REMOOVED
( ASPHALT "+ I( DUMPSIER N a n 0 LINK GATE y F.H. 1
I PARKING 100.0 100.4 100.6 N _ 10 I. od.4 I �I¢ M
I10. 100.5 N m S 6" CURB O �13� o
® ��o 0
II I ( I HANDICAP
m I I I I RAMP
17 SPACES O 12' • 204 1 ¢ 11 6' CHAIN DNK FENC
F ;� N 11 SPACES O 9' = 99'
,NEW OFFICE
I 15 7ir o ii SPACES ® 9' = 99, , m I
5' AF
24' 18V 35' 20' IV S 18' -�-I►- 25' 4' `^ 99, 4' 25' I ( M I SEWER T
502 dI .I
5
I BY CITY
EDGE OF FILLED AREA ( v I } HANDICAP
1 1 0.2 Q0. 100.2 I 100.1 100.1 RAMP 0 99 � n o
I fi TO BE REMOVED EIOSTING GONG. PAD 5'-------------
1$WATER LINE - -I
I PROPOSED
0
70'
99.:
YKU!'OStU o
ASPHALT
PARKING I
19 PPACESI O 12' • 22W ( I I o
m
I
25'
17
II \L
TO BE REMOVED
110.2 100.5
' I NEW 16"xt6" CATCH BASIN
I
I
I 1 io
� N
I I 40'
Nor
I
'I 1
(' I O NEI FLIE1 WSPETHSERS
O BY PIPING.
WNERNOPY, ETC.
0
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1 0.0 100.8
1.14.,
O
1 LP.z
20' lit
99.8 r1p0.2 101.2
I
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II NEW CONCRETE APRON
100.4
2V
Ld I a CONC.
O I o SLAB
0 ;
OII
EXISTMFT.
�tlg o (1 •CANOPY
z 1.1
n 101.3
EXIST SEWER SEA
NEW WMA� 'ri EXIST. GRAVEL SURFACE
TRIElc4 -I
EQUIP. II ; 2 m 3
II IL.P. 'o 'm
to II
C
m III 17 0 w
I PATIO
i53' ®S WALK I 1 z
153' 26' JI�1 x� ( II
0]I (L.P. zz I
Zm N I
-,-, I- • o
NEW W CHAIN LINK
FENCE O 'a I: I
D 1 0.5 100.4 10� ® W0 00. o`O W iy �
I o 0
5' WALK GATE I I EXIST. D/W
LINE OF CANOPY ABOVE I /y I I I TO REMAIN
EXIST. GRAVEL SURFACE I I
PROPOSED �� I
NEW FUEL
ISLAND � =
NEW 2W ROWING GATE
II I�
100.9 101.0 100.7 too I 10
REGRADE SITE TO n I aci
151 NEW ELAVATIONS - , -
I I 2wwl
199 PAVE W/ 3" HMAC I I
n n ( 1 LLJ
^_ ADDITION 2210' 5' I W
o to S.W.
W ...101.80 I I O
102.0 00 K I m In ca
101.8 100.9 100.5 1 100 m i n n z
I �
25' n 60, 25 1 1 I f m w
o NEW CONCRETE APRON I I W
13.9, 3.3 1 ( O I
O
�timN EXISTING BUILDING TO O) cn
O
�Z ,S I I L0
o NEW SPLIT FACE CMU WALLS M O1 1
^5.6' �i i NEW STANDING SEAM ROOF N z ( 1 I n m
iv rn y 0 100.9 100 I �00 m I ao 0
01 - 8.3' EXIST. GRAVEL SURFACE m I o 0
II �
n 14' EXIST. TRUCK I I I NEW V CHAIN
GARAGE 1 I I LINK FENCE
13-'• o g n O TANK 6" METAL POLES I I LANDSCAPING
n I
005RN WATER SERMCE
No
"1 520 JUNCTION BO I !
/ ,.1 102.0 ❑ 101.99 101.0 100.6 I 1G I M N
II I^ o I
m
FENCE RUNS TD J1 1 I
JUNCTION BOX CORNER OF BLDG.
GREASE TRAPS EXIST GAS SERVCE
❑ 101.98 p s ai I
i o¢ r-----------------1 6 METAL POLE 3 I
I / F.F. ELEV. NI I N
63'
228'
35' -0
a
10' B. L.
�4
o 3
I
LSET/4"
m a
N
101.3
y y 00.0 100.0
99.8 '�� AREA 9.6
00.1 100.2
I.R. 100.61
0
a
�- �_F 8 98.4
-{-
8.SOWERHLAD ELEDICAL UNE 98.7
---QQQ----- _
�98.9 -----_
------
-_ ---
zM.H
'
.O---------------------------------
------ -- -
326.0 SANITARY SEWER LINE
ppWER POLE--'99.6'
_
TOP OF RIM =101.40' S 89 59 00 E
a I
I.E. = s7.65'
NEW 8' CHAIN LINK FENCE
5/8' IRON ROD -DRAINAGE SWALE I
, y
'107.80 101.50
101.80 101.70
I
i
101.60
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:
PROVIDED:
65
GREEN AREA
= 12,090
SQ.
FT.
3 HANDICAP
FRONT
= 6,165
SQ.
FT.
TRUCKING PARKING
W/ TRAILER
77
N. SIDE
= 2,000
SQ.
FT.
S. SIDE
= 1,000
SQ.
FT.
CAB ONLY
66
BEDS
= 600
SQ.
FT.
PROVIDED
28,855
SQ.
FT.
101.40 101.20
-EXISTING 24.6' ASPHALT PAVEMENT - - .
DEVELOPMENT = 5.18 ACRES
236,000 SQ. FT.
LESS BLDGS. = 11,520 SQ. FT.
= 224,480 SQ. FT.
X 6% = 13,468 SQ. FT.
i100.90
100.66
101.00
100.75
EXIST. GATE TO /
i i 101.97 t02.02' V 60' 101 98'
' CONer 34v
DUMPSTER '
-e' P.V.C. Col P.P. - II U.S CABLE SIGN -
flG 18" CUL T LE 99.3 S 89.5910O"E 99.1 266.0
rA DIRT DRIVE 100 H 8.100.0
19.52 100.39
WEST (SOUTH) "E" STREET
100.73 100.53
(60' R.O.W.)
(ASPHALT PAVING)
NOTES FOR WHEEL CHAIR RAMPS
1. THE FINISHED SURFACE OF THE WHEEL CHAIR RAMP
IS TO BE GROOVED LATERALLY W/1/4" WIDE BY
1/4" DEEP GROOVES SPACED 2-1/4' C-C & ROUGHENED
W/ NO LESS THAN A BROOM FINISH TO PREVENT
SLIPPING & TO DIFFERENTIATE IT'S TEXTURE FROM
THAT OF THE STANDARD SIDEWALK.
2. THE LOCATION OF THE WHEEL CHAIR RAMP MAY BE
SHIFTED FROM THE PROPOSED LOCATION ON THE
PLANS BY THE ENGINEER IF IN HIS OPINION (BE-
CAUSE OF UNFORSEEN EXISTING CONDITIONS AT
THE TIME OF CONSTRUCTION) A CHANGE IN LO-
CATION IS NECESSARY.
W
11.9
02.0
N
� I'e e. e -O
L-ID---t�-0'
BELL BOX
EXIST 8" SAN. S WER (2) PL MARKERS
o o
M.H.
TOP OFRIM = 100.20'
99.0
98.4 98.7' -
I.E. 95.5.4fi
�
INLET
H.B. 90.6
H.B. s i H.B. 99.5
100.63
100.14
99.98 99.90 100.03 if
V WALK GATE
100.36
100.12 100.07 100.17
NEW Br CHAIN
REMOVE AI
REPLACE 8' CHAIN LINK FENCE LANDSCAPING OLEANDER HEDGE
LINK FENCE
WITH NEW Br CHAIN LINK FENCE RED h WHITE ALTERNATE
EXIST. 8" WATER LINE
WATER TAP
BY CITY
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
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LA PORTE ZONING
BOARD OF ADJUSTMENT
CITY OF LA PORTE, TEXAS
NCU-01-001 HIGHWAY TRANSPORT, INC.
520 SO. 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.
-17,01
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. ..
H. CARLOS SMITH "�
TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. r
THIS TRACT IS LOCATED IN ZONE X (SHADED) AREA OF 500 YEA
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
= JUPITER
= CREPE MYRTLE
= CYPRESS
®= LIVE OAK
® = BRADFORD PEAR REV. 2 BOARD OF ADJUST. 8/
CHAIN LINK FENCE REV. 1 NEW OFFICE 7/<
=
O = OLEANDER HEDGE
MINOR DEVELOPMENT SITE PLAN
TYPE OF DEVELOPMENT:
HIGHWAY TRANSPORT, INC.
"""'" ' "' - ' ""
INCLUDING ALLEYS LOCATED
TOF
2'
TYPE OF DEVELOPMENT:
TRUCK TERMINAL
RTION ORT N
THERE NPPO
17TH STREET BETWEEN THESE BLOCKS
11 -4
OWNER:
HIGHWAY TRANSPORT, INC.
MAP OF LA PORTE
BUILDER:
TO BE NAMED
VOL. 60, PG. 113 H.C.D.R.
LEGAL DESCRIPTION:
ALL BLOCKS 797 AND 798, ALLEYS INCLUDED
JOHNSON HUNTER SURVEY, A-35
THEREIN AND PORTION OF 17 STREET BETWEEN
LA PORTE, HARRIS COUNTY, TEXAS .
GROOVES MINIMUM SLOPE
(sElNooh 1:12
BLOCKS LA PORTE, HARRIS COUNTY,
DATE:
H. CARLOSSMITH
SCALE:
TTHESE EXAS.
4-25- 01
1 -
CONCRETErf
ENGINEERS AND SURVEYORS, INC.
DRAWN:
CAD FILE:
ONCREfE
FLH
P.O. BOX 529 423 N. HWY. 146
3403-01
JOB ADDRESS:
502 & 520 SOUTH 16TH. STREET
LA PORTE, TEXAS 77571
PROJECT:
SHEET
ZONED:
LI - LIGHT INDUSTRIAL
3403-01
PH. (281) 471-4226 FAX (281) 471-4228
1 OF
,
ES F. BEd(. H. CARLOS SMITH MM & Wit IB¢28/01 9:09 PMT403 MnEC.9 � j - d_/ /
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U I
.18" C.G.M.P. I w Gro'a"uz
e
( 100.60 100.70 100.50 w '^ = Z 100.40 100.30
100.92 700.80 700.87 100.85 100.70N WEST "D"STREET 100.30
I.E. 99.10 a o o IIII II
I .�O (�nunr.�Yrtr,G�nvwt
„
100.60 m II I
700.20 t00.20 EXIST. GATE w 100.20 100.62 t0o.41 100.57 100.68 w
TO BE REMOVED o 100.43 100.70 o
M.H. CONC. RIP RAP 1•E •a70 EXIST. CULVERT CONC. RIP RAP LE 118.43 a I I
30" R.C.P. 18" STEEL PIPE I S 89"59'00"E 326.0'
TOP OF RIM = 99.9 INLET (
I.E.98.60, 99.40 I.E.,95.70 99.7 S 89"59'00"E99.63 99.7�64.0' I - -
- - - - - - - - - 8 SAtJ. SEWER - `�- - - } ' ' -C .- - L - - - - - - - - I.E. 8.9 REORAOE DITQi O 0.10x I.E.98.3 - 0 47 x� a
-----.- -=z=-
POWER POLE 0 _ 700.70 GUYWIRE - _ _ - - g RIMTOP OF = 100.34
_-_701.6 - - - - - - - - _ P.P. - .- - - - - - =b SANS. SEWER - �,------------- rw wawm,anw
p - --- .P.-O/F'ELECT�&idEPF@NE-ONE- - - - - NEW 8' CHAIN UNK FENCE 0D - - - - - - - - - - - - - - - - - -0- - - - - - ----- BURIED CABLE ""=0."4R O°
5/8"IRON ROD Tn --------------- g 1 .0 99.93 �' LEE ggqq pQ4 I ��Wmamo.nev,
T.0. 102b 107.9 �y 1 GREEN AREA m ENCH MARK: - - - L.P. LE 98. TELEPHONE LINE S.W.B.T. B
PENCE'- T.0. 1026 k.R SPIKE IN CONCR ASSUMED dEYAlION 100.00 p, --�r TORTwmD SIGN &BOX /Q P.P.
m I U -1 B PER T D SUR R.A. A wsoN "' NEW B,�CHAIN LINK FENCE 6' CHAIN LINK FENCE 0 T L L.P
z. Z CURB &GUTTER 1 1 Q B. T.0. /02b ��F O ONO L. '�
M b
w m b I 22 SPACES O 12' = 264' o Ta-
T. 020 t0,b 0 1 m
(38' w 264' a / 0 101 ® f I I O W I I DINE I m
O / 15 SPACES O 9' = 135' o. I I
24' 6' N BLE! im 'WALK GA to REEN ARE o O / f
o (z I N fo .fS: AI P GPGS DA- in tg41�� �' 1 ( I I I O� I I ( S re. �mn 5.38' o w I r f i
ow_ I •vm
3
o z
H
100.2
oJ
DA-a
ACRES
LiE 9Y48 • RESMCMR
1 PARKING `'
__ ---til -___-__-_a___ - _�__
WATER SURFACE DA-8
100.0 a17ACRES
1023
I
r 0
0.00DA-1
DA-4 EXI
ACRES FEN
Tr
.0. tO1
DMPSTER
to 00.
-6' CHAIN LINK
E TO BE REMOVE_
U
¢ II
dt
m
s
10270.17
TO B
LIN GATE
O
O015
I
BE
REMOVED
m
F.H.EL (
NWdmw
Nx2oSIONSm
°=x
n2MEswrt
Wu2<r mm2xumx mzzAEATuer
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"e
•WrE
a2wrrl
zAx• zr zAr 2V 1MMxLx6
l.M
rIw 2.xu
1 PROPOSED E I I ! I�( DA-3 II II ao�lo n mi 1111 0.16 ACRES 11 O 6" CURB 9 o
N CONCRETHANDICAP
PAVING RAMP
z0 17 SPACESI O 12' = 20 ¢ CHAIN
LINK FENCE
SPECIFICATI0IS
CTMOIEIE' MSS t CRIWEIE wM Gi w9W :TIQi4T1 pf
1lQO P9 AT 1E MT5 UWi6 ft'YWWRYC
CG61RUlTm Ai Fl.KQ AM {wST $TA(£ 6 WNL
� genaAl. RL¢x ro nEauaen oRPnL
xOxRaxmrOrt: cuff co xEwRORCTn. sLm Amax caaanxwc
m ASLu Aws w RmIxRED cB+tERs m Ewu.
cL CASTWCS C N mAYFS IJxI CMIFS ARE YANLFACMiFp
Li OEY CST OWrI CQ60R1016 N ASN A16-)d
"XM w
Z g 1o2z I RrooE t m N Ta 101s�y m 11 SPACES O 9' k 99, I PARK MANUFACTURING
' o a I i I m® �$ !DETENTION AREA 1 �� N i I CATCH BASIN
I � ra tors NEW FICE I I Om .w I I N.T.S.
~ m I 15 SPACES O 12' = 18 �o 1 SPACES O 9' 99'
" 3 m F.F. 023
78' 20 25' 24' I 180' 35' 20' V 5 18'-►}..-- 25' 9� 25' --"�`-." N I I SEWER
RY A
EDGE OF FILLED AREA ( !BY
n % p
1100.3 ! I < 1 0.2 I 100. 100.1 1 WATER SURFACE 10o.t HANDICAP 02 0. 6" I A . - R r n I WATER TAP
! I P ! EL. 101.8 0 9 �- 00 , I
c - ;" T.0. 701.2 RAMP i - m O 0 - - /- BY CITY BLDG. E 102.3
O! I TO BE REMOVED EXISTING ONC. PAD 5' _ o_s__ fi•i/ 102.17
_
COVER OVER m 100.32 9 I / 1/4"/FT.
oo.3z NEW COVEREC
I i'll '^ VENT PIPE � vgi 0.14 ACRES ,0. 102.0 10217 O DoaR f ' I ( 7 2"
i ,4 b' 103.7 103.2 198.9 98.8 98.5 C1 17 SPACES O 9' = 153' PATIO ( I �o I 1- #3 BAR IN CURB -
If 100.3 100. zo
2T m 153' 26 '•_ \ WALK GATE -ice I //4 BAR DOWELS O 18" O.C.
00.45 700. 2 ♦ \ I I I
I If-
T.a 1020 ' T.0. taz0 T.a 1020 �l1 ® �� NI IL.P. ?w;
PROPOSED DA-12 9 a I NEW 8' CHAIN LINK FENCE>� O ¢ o n f
!'d -----I ,�p
101.2 ! TO BE REMOVED (-�� SECTION AT DOOR
DA-S ASPHALT �1 100.0 0.37 ACRES 70� �o.z 100.5 1 0.5 100.4 10 . o0 00. o'D - I g o
POWER POLE d ! M40 ACRES PARKING DA-10 a n � NEW i6"xi 6" CATCH BASIN `CU' I I
Eb Ep 0.37 ACRES H T.0.,Olb 8 I tm. ff 10-1 i N.T.S.
T.0. 101b H LINE OF CANOPY ABOVE 5' WALK GATE
� 1ree7 ! 1:a 101.a LE 9a.4e ! I 20•
m DETENTION AREA 2 (� i m i I PROPOSED EXIST. GRAVEL SURFACE L\ I I ( ( Ewsr. D/w
TO WATER SURFACE I ! ! S ♦ NEW FUEL o P R�NN
o i I ISLAND (iI'
4• EL 102.3 ! ! I NOTE: NEW 25' ROLLING GATE 102.0(
\
I_ U1 ! ! F I I 0 O NEW FUEL DISPENSERS PIPING, CANOPY, ETC. II ( ( 1- #3 BAR IN CURE
p 701.3 01 00.3
O Imu ! ! I BY OWNER I� (\ I I 6x6 W? 11II
O qIt p, (! LL.I too.B SWALE O 0.30% 0.s toD.7 100 ( fo I I
I+ 75 i j I toa9 - lDaa
pt a
REGRADE SITE TO
S
Id � � � I I " j CONa RAP I
,2 SPACES ®12' = 1 ! C ; I o �. NEW ELAVATIONS - �'
Io _�. 3 PodGE ! iD22 ^ (,1 L.P.o 5; AVE W/ 3" HMAC j I LJ
101b m.a PoDDE o ADDITION zz.to' W
O ( 12 SPACES O 12' - 744' ! Q S.W. 101.80 a O
18' 45' 70' 144' 1 25' 20' 4 tm.6 to ® 1 cr I
(p 700.9 99.8 99. 99.7 99.7 99.8 ! 99. I 99.8 .iip 101. .8 m 702.0" 100.9 -� 100.5 I 00 co o^, ( M V) N i I
O r
O ! 7 AC ! DA-13 I o I o _17 03 m
z i 0.37 ACRES ( 0.32 A II Im I 4S I - d < I
! I? 101.7 25' 60' 25' f01.7 I W I `- o E
! II NEW CONCRETE o NEW CONCRETE APRON W I = '' '0z ':.:--_*
DA-9 I i III 13.9, 3.3 I I o I :m
w. a35 ACRES d! O! , Io ��mr ' EXISi1Nc 9ulu,NNc TO I I i 0
I 0 R.l z go3 RELIEVE: SLOPE 1.0% 61 I Cn 3 I
IJ., `" o NEW SPLIT FACE CMU WALLS ;. ;;
¢. l�1! II n m ri y I I I 'm
0 00.5 PROPOSED ♦ B 1T) 8' NEW M7L PNLS ABOVE, a GO j y 1 31 J I S TO BE REMOVED 5.6' s NEW STANDING SEAM ROOF U I I I x
100.9 100 00 I < ¢ ASPHALT b ! "} too.4 m o j Y Y w
w l T.0. 701b PARKING n! 700.7 0 i 22' N o: 8.3' o I I m( o o I
! c EXIST. GRAVEL SURFACE
............
m( ...............
o 0 0 �S c
o p
o � �'� W CONC. -
¢ w � O o SLAB •- ® n n n .�:
3 - t- w O S a EXIST. TRUCK S
i--24"
P 1.07�
707.57
SECTION AT RAMPS
N.T.S.
ra ,o1b ra tmb 4 n o w < o GARAGE NEW 8' CHAIN
o LE 9•.1 LE •6• ! tv 8� O I- I I MMAL o c N 3 0 6' METAL POLES I I LINK FENCE
�ySz _= N n O TANK I LANDSCAPING OLEANDER ED E PIPE BEDDING
POWER POLE 1 J a- (IESIRWfOR ! CEP O I REEMO LNov V1 o E%ISBN WATER SERMCE ( I RED &WHITE ALTERNATE � N.T.S.
W N
s9.9 ~ ! La 702a 18• tot 3 m 0 520 JUNCTION 80 ( ( A - CEMENT STABILIZED SAND BEDDING PLACED BEFORE
0 N 102.o F.F. 102t ❑ lots I
! I / 701.0 100 I f0 ( a n ( PIPE IS LAID UP TO FLOW LINE OF PIPE OR ABOVE,
J o0 o I 1 c 101.3 / 3 7. : m I n o F•H AND COMPACTED TO 95% STANDARD PROCTOR DENSITY.
F } =_= EwsT SERVICE I ( ^m I o o i B - CEMENT STABILIZED SAND BEDDING, THOROUGHLY
NEW WA7ER r' i IXIST. GRAVEL RFACE
5 C6 1REA7MENT 11' I - COMPACTED TO 95% STANDARD PROCTOR DENSITY.
I
z
19
SPACES O 12' - 228'
O!
EQUIP.
II 1
+o
ma
�� SLOPE 1.0%
I
m
I
I
$
O n
N
n
�!
11
P.
• 83
m
_jI
FENCE RUNS TO
I
w
r
iO
'-)
a`t
x1
III
h
x
GREASE
JUNCTION BOX
CORNER OF BLDG.
m)
9
n
I
LL
I
w
a1!
III
n
z:-
u ¢
TRAPS
❑ 701.98
AS
¢
3 w
a
63'
10'
B. L.
zze'
(I I
3s' --(HI
i
/
101.7
i�
F.F. ELEV.
F.F. ELEV.
6XIST
METAL POLE
3H'
0 3
I
a 1020
0.
to
lOi.97
102.02' 60'
101.98'
101.7
,
lbai
a
m `a
N
101.3
}
i�2
oo
as
o0.0
TG 102a
100.0
T.0. 1o2a
U 8& GU R
99.8 GREEN AREA
T.a
.35
1oz.a
h? T.0. tOZa
I
9.8'•
m
tO
______-___ I
--' -
R
_ _ f-02.0.-
tom• a -
ON,�gg
- - -
01.9iL-p-d"Q.
s
Dml
I
r-•GA5.M R� ,� ,�
� fl
o-'-�--o-
_ -.-.-.-.-.-.-.-.-
9.6
n 00.1 100.2 !
SET 3 4' . R, 100.61
101
T 4 .R
l
- �-
M.H. ----- ---------------
TOP OFF RIM = 101.40'
�9ea --
----------
' "
S 89 °59 00 E
BSovERFEADELECr7iICATuNEs se.t
-- _- __
------------ --
326. Q ' SANITARY SEWER LINE
-
- - ------
_ 98.9------------
-r- '-'
'---
------
8 P.V.C. 0.�
---------P-P------U_S_CABLE
- - - -
- - o - -
SIGN----
-
BELL SOX C'
----
_ - -
- - -
--8 SAN. SEWER -- (2)PLMARKERS
-------
o o
- -
M.H.
0 I
I.E. = 97.65'
' .
'
NEW 8' CHAIN LINK FENCE
POWER POLE a
99.6•
E%IS
18" CUL T I.E. 9
S
' 99.1 +
89'59'00 'E 266. D
99•0
' ' -T,
98.4 98.7'
-c -
TOP OF RIM = 700.20'
Q
5 8'
T Oi.
IRON ROD
'DRAINAGE
701.50
DITCH
101.40
`
10i.00
100.90
a PoP-RAP
DIRT DRIVE 100
H.B. 90.6
H.B. 99.5 H.S. 99.5
I.E. 95.46
INLET
10 3
6
AA
i101.80
101.70
101.60
101.40 101.20
WEST (SOUTH) "E"
100.66
STREET
100.52
100.39
100.14
99.98 99.90 100.03 (I
b,
'
'EXISTING 24.6' ASPHALT PAVEMENT - - .
101.00 (60' RO.W)
100.75
100.73
100.53
100.36
100.12 100.07 1GO. 17
®�
(ASPHALT PAVING)
5' WALK GATE LANDSCAPING OLEANDER HEDGE
NEW 8' CHAIN
LINK FENCE
RED & WHITE ALTEERNATE
OFFICE PARKING LOT
PAVING SECTION
o�
F.H. EXIST. GATE TO
BE REMOVED REMOVE & REPLACE 6' CHAIN LINK FENCE
CONa PoP-RAP NTH NEW 8' CHAIN LINK FENCE
of
6" I
N
/- (3 BAR IN CURB
6AREA 1
"
-DETENTION
LEGEND:
P.B. -PHONE Box
p4 BAR DOWELS o 18' D.C. �
AREA
= 0 76 AC
F.H. - FIRE HYDRANT
0
N
o o
v
0
LF O EDGE PVMT.
FOR SWALE
FOR PIPE 1.0, CUT OF PIPE TO MATCH SLOPE TOP PIPE
RIP -RAP DETAIL I
BROKEN CONCRETE Rw-RAP
ALTERNATE POURED IN PLACE
MINIMUM a THICK CONCRETE
6•x6• W.W.M.
JAMES F. BECK, H. CARLOS SMITH ENGR. & SUR. IRP8/01 5:55 P0403-OIGD.dwg
T-
REINFORCED CONCRETE
0 0 0
#3 BARS ® 18" O/C BOTH WAYS
LIME STAB. SUBGRADE
COMPACT TO 95% PROCTOR DENSITY
OFFICE PARKING LOT
PAVING SECTION
3" HMAC
12" GS 200
GULF STATES MATERIALS, INC.
COMPACT TO 95% PROCTOR DENSITY E SITY
6" LIME STAB. SUBGRADE
TRUCK PARKING LOT
PAVING SECTION
� 03 0 18- D.C. BOTHWAYS
CURB AT CONCRETE OR ASPHAQLT
OFFICE PARKING
I a" 3 - g3 BAR I 3• H.M.A.C.
i- /3 BAR IN CURB I -=-I 6"
04 BAR DOWELS O 18' O.C. 12
12" GS 200 GULF STATES MATERIALS, ING
12• I-•- SUBGRADE tJME STABAUZED
#3 BAR IN CURB 01W O.C. 6" COMPACTED
CONC. CURB & GUTTER DETAIL
AND ASPHALT PAVEMENT DETAIL
TRUCKING PARKING
DV = (0.2) (0.76)
= 0.15 A.F.
= 6,653 C.F.
PROVIDED = 7.532 C.F.
AREA 2 - DETENTION
AREA = 2.99 AC.
DV = (0.2) (2.99) _
= 0.599 A.F.
= 26,080 C.F.
PROVIDED = 35,010 C.F.
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.
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
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.
BY:
CITY DIRECTOR OF PLANNING
W E
S
SITE
01
N
N
N
Ln
Lo
LID
_
_
_
_
=
d
LID�
M
In
!n
In
In
(n
S
N
W " E
WEST 'D' ST
WEST 'E' ST
I v i
c i
n i
t y
m
a p
NOT TO SCALE
HYDRAULIC
TABULATIONS
DRAINAGE
AREA
'•C"
FREQUENCY TC Q
NO. ACRES
CFS
AREA 1
1
0.11
0.90
5 YR.
10 0.81
2
0.14
0.90
5 YR.
10 1.06
3
0.16
0.90
5 YR.
10 1.14
4
0.15
0.90
5 YR.
10 1.14
AREA 2
5
0.40
0.90
5 YR.
10 2.93
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
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
15"
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
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
18xt8
2
4 101.2
12"
60'
0.35% 99.2
98.94
18A8
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
18x18
RESTRICTOR
AREA 2
5
6 101.5
12"
110'
0.35 99.87
99.48
18xt8
6
7 101.5
15"
100'
0.30 99.48
99.18
18x18
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
18xt8
10
11 101.5
12"
160'
0.35 99.66
99.1
18x18
i1
13 ,07.5
18"
700'
0:20 99.1
98.9
18x18
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
18x18
RESTRICTOR
NOTES:
1. USE GS 0 2 0 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.
REV. 3 FUEL ISLAND-& GRADES 8/28/01
REV. 2 S/W , RAMP, RIP RAP 8/27/01
REV. 1 NEW OFFICE 7/20/01
DESCRIPTIONLEGAL
LOCATEDINCLUDING ALLEYS
THERE IN AND PORTION OF
STREET BETWEEN ` •
CKS
- OF A - • RTE
VOL. .0 PG.
• •
LA PORTE, HARRIS COUNTY,
�-25-01MA mi Wei 1110IIIIIIIII
• •�