HomeMy WebLinkAboutBAYOU CITY INDUSTRIAL 1998 SITE PLANLEGEND
TP 15.00
= TOP OF PAVEMENT
= PROPOSED FLOW ARROW
--�
= NATURAL GROUND
FL 15.50
= FLOW LINE
TB 15.50
= TOP OF BERM
11
= CITY OF HOUSTON TYPE
"A" STM. SWR. INLET
TOE 15.50
= TOE OF SLOPE
C.P.
= COVERED PARKING
P
= PROPOSED OVERHEAD
HL&P LINES
WATER METER VAULT
ELEV. = 16.51
T.B.M.
V I
a
m
r
I
,
TRACT A
7
N 86.59'35 E 592.00' `-r-
VALVE -_ _ _ - _-_---......-_....___
�?T -__------_ __
_ ---10' W.L.E.
10' B.L. EXISTING 8" WATER � PER CITY OF LAPORTE
ORDINANCE #98---2263
WEST "0" STREET !
(ABANDONED 92226-. EFFECTIVE y CITY ORDINANCE93)
I
Z I
i
�E C, �, !
��\�� l,,G �, �,• (� 1 144,B92 SO. FT.
�� 25 co +03.3263 ACRES
I
?AIR
TRACT C
J �
Qu I
Lj
Z
z
Z
S �
cz e
is ° ---
-,a -- re -------- -
.- _-- 24' ACCESS ESM'T.
10' B.L. - -
DETENTION SUMMARY
1. AREA SERVICED = 3,3263 ACRES
2. DETENTION STORAGE RATE = C = 0,45 ACRE-FEET
3. DETENTION STORAGE VOLUME REQUIRED = 1,50 ACRE-FEET
4. DETENTION STORAGE VOLUME PROVIDED = 1,50 ACRE-FEET
5. MAXIMUM DESIGN WATER SURFACE ELEVATION = .18.45
6. MAXIMUM OUTFALL RATE ALLOWED = 3.3263xO.5 = 1.66 CFS
7. RESTRICTOR SIZE = 10" INCHES MINIMUM RECOMMENDED
THE DETENTION POND SHOWN HEREON IS A PRIVATE FACILITY AND WILL BE
OPERATED AND MAINTAINED BY THE OWNER.
File name: J:\98031\CAD\2-BNDY
ND. 1 /2" IR
D. L5\8-RNE GEORGE B. McKINSTRY SURVEY, A-47
ASPHALT EMULSIFIER MC-30
(OR APPROVED EQUAL)
8" G.S. 200 •/A
6" LIME STAB.
SUBGRADE
TRUCK PARKING
NTS
* COMPACTED AND TESTED
TO 95% STANDARD
PROCTOR DENSITY.
1" H.M.A.C.
\\\6" LIMESTONE BASE
/LIME STAB. SUBGRADE
EMPLOYEE PARKING
NTS
TRACT B
PROPOSED HL&P
OVERHEAD POWER LINES
�Q-
-- po WA ER VALV { �y
I P OSED AS
P 1
EMPL YEE PARKING W
PROP 6" SAN. SWR. �---- -
16.50 a
TP 1 TP 18. Pa. 18 -0�.7 M N _ T 18�
w TErR�-
w aVERED AREA SHOP OFFICEr
a 50'x60' x6028'x6O'TE INLET
FF = 19.1 FF 19. i FF=19.1 18.00
FL.14.41
O 5.00'
TRACT D
e �
T 184
-- ---.,_._--_...--- ,PROP.^10' W.L.E.--_ 10' B.L.
S B6.59' 35" � W 592.00'
PROP. DRIVEWAY EXIST. TOP
TP 18.45 OF ASPHALT
ROAD
17.12
EXIST. DRIVEWAY 16.68
EXIST. 24" RCP
2 - EXIST.
EXXON PIPELINE
CO. PIPELINES
lMUM 18
CLEARANCE BETWEEN
PIPELINE AND SANITARY SEWER
PROPOSED 6" SAN. SWR
SECTION "A -A"
PROPOSED SANITARY CROSSING
(NOT TO SCALE)
O 0.25%
q
144'
PROP. DETENTION POND
A 3:1 SIDE�E;S�� `
N,
Too pp110
N P�Og 0�
NOVS ND • NR R P
0 0�P
PROP. 60'- 12
RESTRICTOR
PIPE 0 0.58%
FND. 1-1 \2" IP
'• • '• i• •
M M M
I
i
I
I
I
i
AN MANHOLE
POWER POLE
t
I
I REMOVE & REPLACE
DRIVEWAY APPROACH
I
{
i PROP. 45 L.F. 30" RCP
32' BORE & JACK
I
PROP. DROP SAN. MANHOLE
{ RIM = 16.50
FL = 8.24
! i PROP 6" FL = 10.15
I
j CAUTIONH NEARBY PIPELINEH
PROP. DROP SAN. MANHOLE
I e PROP 618FL (W) = 15.28
! O o
N C PROP 6" FL (E) = 10.63
{
{
CD
!
ZI
I
N
N
r�_
!
J
M
I
I'T1
I
{
�
I
I
I
7
{
I
p t
o
!
I
{
{
{
{
{
PROP. 45 L.F. 30' RCP
1
f
- J.I
I
{
O I
I
FND., 1 /2 llj {
I POWER POLE
! 1 I
4 I
APPARENT 2 HUMBLE
PIPELINE CO. PIPELINES I
VOL, 453 PG. 260 H.C.D.R.
U
z
! { I
W I I
This is t0 certify that the City of Lo Porte, Texas
approved this site plan and development of Bayou City
Industrial Park in conformance with the laws of the State
Texas and the ordinances of the City of La Porte.
By: �-
9
Attest:
Director af Plan i g, City of La Porte
By:
City Engineer, City of La Porte
State of Texas
County of Harris
1, John J. Rodriquez, a Registered Professional Land Surveyor in this
state do 4preby certify that this survey was made on the ground on
' JUNE 19.9a', that this drawing correctly represents the facts found at
the time of the survey, and that this professional service conforms to
the current Texas Surveyors Association standards and specifications
for a Category 6, Topographic Survey, Condition IL
Texas Registration No. 2634
OF
...................... ...
JOHN J. RODRIQUEZ
...... ...........
...........................
• .. 2634
FRED D. THOMPSON
73887
PROJECT
LOCATION 2
FAIRMONT PKWY.LLi
o
� J
Q m
V3 W
� W
d O Q
� � a
< �G� m
T
VICINITY MAP
KEY MAP PG. #580
(N.T.S.)
WEST P
G7
Q
w 146
O
I_
NOTE:
THIS PROPERTY IS IN ZONE "X" AND IS NOT WITHIN THE 100 YEAR
FLOOD PLAIN ACCORDING TO FIRM MAP COMMUNITY PANEL NO.
48201 CO945J DATED: 1 1-6-96.
GENERAL CONSTRUCTION NOTES
GENERAL
1. OWNER HAS OBTAINED DRIVEWAY PERMITS. CONTRACTOR TO OBTAIN
ALL OTHER PERMITS REQUIRED BY HARRIS COUNTY. TEXAS
PRIOR TO STARTING CONSTRUCTION OF UTILITY AND/OR CULVERTS
WITHIN COUNTY ROAD RIGHTS OF WAY.
2. CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY COORDINATING
COMMITTE (669-8344) 48 HOURS BEFORE STARTING WORK IN RIGHTS -
OF WAY OR EASEMENTS.
3. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF LA PORTE
ENGINEERING SPECIFICATIONS.
4. THIS SITE PLAN WAS DONE WITHOUT THE BENEFIT OF A CURRENT
TITLE REPORT AND MAY CONTAIN EASEMENTS AND/OR
ENCUMBRANCES WHICH ARE NOT SHOWN_
5. ALL PIPELINES, UTILITY LINES AND OTHER UNDERGROUND FACILITIES EXCEPT
ELECTRICAL POWER CABLES AND TELECOMMUNICATIONS CABLES) CONSTRUCTED
ACROSS EXXON PIPELINE COMPANY (EPC) PIPELINES MUST BE INSTALLED UNDER THE
PIPELINES WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN STRUCTURES.
AND IN A MANNER ACCEPTABLE TO EPC'S ON -SITE REPRESENTATIVE.
6. CONTACT MR. ALBERT CRAFT AT 281-922-3684 AT LEAST 72 HOURS
(3 NORMAL WORKING DAYS) IN ADVANCE OF THE PLANNED CONSTRUCTION
IN ORDER THAT A REPRESENTATIVE OF EXXON PIPELINE COMPANY CAN BE
SCHEDULED TO INSPECT THE WORK.
SANITARY SEWER NOTES
1. ALL SANITARY SEWER LINES UNDER OR WITHIN ONE (1) FOOT OF
A PAVED OR TO BE PAVED AREA SHALL HAVE BEDDING
WITH 1 SACK CEMENT STABILIZED SAND BACKFILL. TO WITHIN ONE
(1) FOOT OF PAVING, NO SEPARATE PAY.
2. ALL SEWERS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE
SPECIFICATIONS AND ANY AMENDMENTS THERETO INCLUDING STANDARD
LEAK TEST UNLESS NOTED BELOW OR WITHIN TECHNICAL SPECIFICATIONS,
3. ON THIS PROJECT, SANITARY SEWERS SHALL BE CONSTRUCTED WITH
POLY -VINYL -CHLORIDE PIPE SDR 26 CLASS FOR 12' AND
SMALLER PIPE SIZES. CONTRACTOR TO PROVIDE TEST PLUGS AND PLUGS
AND RISER, NO SEPARATE PAY.
4. FINAL ELEVATIONS ON SANITARY SEWER MANHOLE RIMS SHALL BE FOUR (4)
INCHES A86VE FINISHED GRADE WITHIN THE STREET RIGHT-OF-WAY AND
SIX (6) INCHES ABOVE NATURAL GROUND ELSEWHERE, CLEAN FILL
SHALL BE ADDED AND SLOPED AWAY FROM MANHOLE RIM FOR STORM WATER
DRAINAGE.
5. IN WET SAND AREAS USE SPECIAL SECTION AS PER CITY OF LA PORTE
STANDARD DETAIL SHEET.
6. ALL SANITARY SEWER TRENCHES TO INCLUDE CLASS 'A -A' BEDDING
BACKFILL (ALL DEPTHS), NO SEPARATE PAY.
7. NO CONNECTIONS SHALL BE MADE TO EXISTING SANITARY SEWER LINES
INTERPOSE
UNTIL ALL PROPOSED SANITARY SEWER LINES HAVE BEEN THOROUGHLY CLEANED,
NO OBJECTION
TESTEDPORTE.NOTIFY � PORTS
FINAL
HOURS PRIOR TO CONNECTION TO EXISTING EWER LINE. AT
EAST
APPROVAL BY OTHERS
8. DEFLECTION TESTING OF FLEXIBLE AND SEMI-RIDGIO SANITARY SEWER LINES
SHALL BE CONDUCTED AFTER
THE FINAL BACKFILL HAS BEEN IN PLACE AT
LEAST 30 DAYS. THE MAXIMUM ALLOWABLE DEFLECTION IS 5%. IF THE
�•
TEST IS TO BE PERFORMED USING A RIDGED BALL OR MANDREL IT SHALL
CvL �✓�
BE PERFORMED WITHOUT MECHANICAL PULLING OEM ES OF ANY KIND.
HarrIs
9. ALL JOINTS SHALL CONFORM TO ASTM D-3212. JOINTS SHALL BE BELL &
County FIOotl Confrol Distrfct
SPIGOT TYPE WITH RUBBER GASKET. CHEMICALLY WELDED P.V.C. PIPE JOINTS
ARE NOT ACCEPTABLE. CHEMICALLY WELDED ADS TRUSS O.K.
10. ON -SITE SANITARY SEWERS TO BE INSTALLED IN ACCORDANCE WITH CITY OF
LA PORTE PLUMBING CODE.
s L
Date
PAVING (SEE SECTION DETAILS - THIS SHEET)
I' C
THE ABOVE SIGNATURE VALID
1. CONTRACTOR TO REMOVE TOP 4" OF TOP SOIL PRIOR TO CONSTRUCTION,
FOR ONE
AND COMPACT AND TEST GROUND TO 95% STD. PROCTOR DENSITY.
(1) YEAR ONLY,
2. SLOPE PAVEMENT UNIFORMLY BETWEEN ELEVATIONS SHOWN.
3. EARTH BACKFILL UNDER PAVEMENT SHALL BE PLACED IN 8" MAX. LIFTS
AND MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR DENSITY,
WATER
1. ON -SITE WATER LINES TO BE P.V.C. PIPE PIPE SHALL BE PVC 1120 SDR 21
AND BE CERTIFIED FOR POTABLE WATER SERVICE).
2. ON -SITE WATER LINES TO BE INSTALLED IN ACCORDANCE CITY OF LA PORTE
PLUMBING CODE.
DEVELOPER: BAYOU CITY INDUSTRIAL CONTRACTORS, INC.
OWNER: BAYOU CITY INDUSTRIAL CONTRACTORS, INC.
ENGINEER: ESOR CONSULTING ENGINEERS, INC.
DEVELOPMENT: TRUCKING, TERMINAL
SITE ADDRESS: BAYOU CITY INDUSTRIAL PARK
1606 SOUTH 16 TH STREET
LoPORTE TEXAS 77571
MINOR DEVELOPMENT SITE PLAN
OF BAYOU CITY INDUSTRIAL PARK
3.3263 ACRES OF LAND
BEING PART OF BLOCKS 1201 AND 1202
OF THE TOWN OF LaPORTE AS RECORDED IN
VOL. 60, PG. 112, H.C.D.R.
AND A PORTION OF "0" STREET AS ABANDONED BY
CITY ORDINANCE, 98-2263,
ALL OUT OF THE
JOHNSON HUNTER SURVEY, A-35
VOL. 60, PG. 112, H.C.D.R.
CITY OF La PORTE, HAR R I S COUNTY, TEXAS
NOVEMBER 1998
1070D NORTH FREEWAY, STE 100
HOUSTON. TEXAS 77037
PHONE (201) 82D-6622
FAX (281) 820-8979
=99� TEXAS
409 N. 1STREET
LA PORTS, TEXAS 77$71
PHONE (281) 470-290B
/ eo CONSULTING ENGINEERS, INC. FAX (281) 820-8979
�8234r,�
TRACT A
D
Y
Z
O
m
jCD
cn n
m
m O
CD
D
z
n
m
N 86- 59' 35" E �592-00'
WATER METER VAULT Psi WATER VALVE —------------
ELEV. - 16.51 _
T.B.M. __-_ -- --- -- - -_-_ __
T-µ�==---- -T0' W.L.E.
10' B.L. EXISTING 8' WATER " PER CITY OF LAPORTE i — ORDINANCE j�98-2263 ,
WEST "0" STREET
(ABANDONED BY CITY ORDINANCE
#98-2263; EFFECTIVE 7-13-98)
o
I
Fu I
A\b 41 1?c' 2
I LANDSCAPING LEGEND I
(�
= RED TIPS
°
= LIVE OAKS
CRP-5P,5 -MYR T-L E
Ls1 Gc/s rR%1r�s
j'' AAlYVV q 4-S
NDSCAPE CALCULATIONS
TOTAL
DEVELOPED SITE = 3.3 ACRES
TOTAL
GREEN AREA REQUIRED =
0.06 X
3.3 ACRES
= 0.20 ACRES
= 8,712 s.f.
TOTAL
GREEN AREA PROVIDED =
@ 10'
LANDSCAPE ESMT. = 2,450
s.f.
® ALL
DETENTION POND = 11,200
s.f.
@ 20'
FRONTAGE ON SOUTH 16TH
STREET = 3,700 s.f.
TOTAL = 17,350
s.f.
I
Z I
I ck�
w
d
o
N
�
n
144,892
SQ. FT.
I
G1
3.3263
ACRES
I
k
� �
•SRUCK gARtctNG
I
k
TRACT
C
c
�_
-
-
Ld
- - -
y-
z
Z
a
`o
—_
__
_----__--_----"-------------
20' ACCESS ESM T-
---._.___—__--_._
10' B.L.
1 /2" IR
FND. 5\8" IR
NE COR. GEORGE B. MCKINSTRY SURVEY, A-47
TRACT B
PROPOSED HL&P
OVERHEAD POWER LINES
---- ------=�-T
PROPOSED ASPHALT
EMPLOYEE PARKING
:RED AREA SHOP OFFICE
50'x6O' 47'x60' I 28'x60'
TRACT D
rol
�aPo
PCC— —_--
IA
I
___ - _ __-__-----_ ° ;
— -"— ----- ,-PROP. 10 W.L.E. 10 B.L. 4 I
C
S 86'5 g'35"� W 592.00'
FND. 1 /2 ' IR j
pRo�80� I
N
Nods No • NR � P ' � `
C.F\ACOP- I
I
i I
APPARENT 2 HUMBLE }
PIPELINE CO. PIPELINES I
VOL.. 453 PG. 260 H.C.D.R. i }
z I
uj i I
I
uj 3 I
3 � I
m k !
• • • • : • 121,
�m Im
• - 1 40
I ,
S, }N MANHOLE
I
I
I
I
1
POWER POLE
i
} REMOVE & REPLACE
DRIVEWAY APPROACH
!
l
I
E
1
I
!
l
I
I
I
10' LANDSCAPING AREA
of
d
FREb D. THOMP50N 0
887
.
tzl2
VICINITY MAP
KEY MAP PG. #580
(N.T.S.)
DEVELOPER: BAYOU CITY INDUSTRIAL CONTRACTORS, INC.
OWNER: BAYOU CITY INDUSTRIAL CONTRACTORS, INC.
ENGINEER: ESOR CONSULTING ENGINEERS, INC.
DEVELOPMENT: TRUCKING TERMINAL
SITE ADDRESS: BAYOU CITY INDUSTRIAL PARK
1606 SOUTH 16 TH STREET
LOPORTE TEXAS 77571
LANDSCAPING PLAN
OF BAYOU CITY INDUSTRIAL PARK
3.3263 ACRES OF LAID
BEING PART OF BLOCKS 1201 AND 1202
OF THE TOWN OF LaPORTE AS RECORDED IN
VOL. 60, PG. 112, H.C.D.R.
AND A PORTION OF "0" STREET AS ABANDONED BY
CITY ORDINANCE, 98-2263,
ALL OUT OF THE
JOHNSON HUNTER SURVEY, A-35
VOL. 60, PG. 112, H.C.D.R.
CITY OF La PORTS, HARRIS COUNTY, TEXAS
�SOR
CONSULTING ENGINEERS, INC.
NOVENBER 1998
10700 NORTH FREEWAY, STE 100
HOUSTON, TEXAS 77037
PHONE (281) 820--6622
FAX (281) 820-8979
409 N. 10th STREET
LA PORTE, TEXAS 77571
PHONE (281) 470-2908
FAX (281) 820-8979
SHEET 2 OF 2