HomeMy WebLinkAbout11-2202 LP DOT WEIGH STATIONNOTE:
EXPANSION JOINTS TO BE EVERY 40 FEET.
CONTRAC11ON JOINTS TO BE EVERY 40 FEET.
ALTERNATE EXPANSION JOINT AND CONTRACTION
JOINT EVERY 20 FEET.
SITE PLAN NOTES
1. ALL DIMENSIONS ARE TAKEN TO FACE OF CURB OR BUILDING UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ENGINEER OF
ANY DISCREPANCIES.
3. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
4. CONTRACT OR SHALL VERIFY EXACT LOCAT IONS AND PROTECT ALL
EXISTING SITE IMPROVEMENTS AND UTILITIES DURING CONSTRUCTION
OPERATIONS.
5. ALL WALKWAYS LEADING TO ENTRANCES ARE TO BE CENTERED ON
DOORWAYS UNLESS OTHERWISE NOTED.
6. PAVEMENT CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING
CONDITIONS. PAVEMENTS SHALL ALIGN BOTH VERTICALLY AND
HORIZONTALLY. PONDING AT JOINTS WILL NOT BE ACCEPTABLE.
11
7. PROVIDE MINIMUM 118 PER FOOT CROSS SLOPE INDIRECTION OF
SURFACE DRAINAGE ON ALL WALKWAYS.
8. WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE OR
VERTICAL SURFACES PROVIDE 1/2" EXPANSION JOINT. WHERE NEW
CATCH CONCRETE PAVEMENT MEETS EXISTING ASPHALT SAW CUT EDGE OF
TU =GHISZU'DW IN CC=. BASIN
EI.FV 2U M CATM, X01 AG,I) ASPHALT AND BUTT NEW PAVEMENT TIGHT. SCORING JOINTS SHALL
4 A MATCH EXISTING CONDITION WHERE NEW CONCRETE PAVEMENT
A
'A REPLACES EXISTING OR ABUTS EXISTING CONCRETE PAVEMENT.
NORTH
A---------- ..........
A.
A. 4* 4 9. FINISH ON CONCRETE SHALL BE PERPENDICULAR TO TRAFFIC FLOW.
1O.WHERE NEW ASPHALT PAVEMENT MEETS EXISTING ASPHALT, SAW
----------
A A'. :L-,A-NE SH 146 FEEDER ROAD CUT EXISTING ASPHALT. ALL NEW PAVEMENT SHALL MEET EXISTING
A )UN. . .
E�IST. CONIC. 'ROAD NTH
0 .4 ------ WW�94 WRB & GUTTER FLUSH.
A
4 A --------------
:A 4 A T .4. 4 :4 11.PARKING LOT LINES AND TRAFFIC CONTROL MARKINGS SHALL BE
GAD . 4
0.30 2 goo�g.
A A.'
4.. 1 PAINTED ON PAVEMENT WITH MINIMUM 4" WIDE LINES OR AS SHOWN
A 0.69 X20. ON PLANS.
X19.76
A X19.86 12.ALL COMPLACT SPACES AND AISLES SHALL BE SIGNED OR MARKED
4 W
�4 TG 20.58 "SMALL CAR ONLY".
A
20.38 13. PROVIDE EXPANSION JOINT MATERIAL AT ALL LOCATIONS WHERE
40
4 X26.01 TG = 20.94 X20.47 TG 20.91
14, 4- X20.21 CURB AND CUTTER ABUTS OR IS ADJACENT TO WALLS.
.4 A .4 GOING. 20.5
I A MEDIAN �b 14.AUTOMATIC UNDERGROUND IRRIGATION SYSTEM MUST BE PROVIDED.
'A -4- CONTRACTOR TO PROVIDE SLEEVING FOR UNDERGROUND IRRIGATION
.4 . TG 20.7 SYSTEM AND COORDINATE WITH IRRIGATION PLAN.
4
4
':A A .19,92 kst-1 I x .13 x .11
I S.ALL HANDICAP PARKING SPACES SHALL HAVE SIGNS AS INDICATED
J4
>09 4 4 -1 . �9.37 TG 4V. = 20.9A-Ak520.84 ON THE PLANS AND AS PER DETAILS.
'A �0.76 TG 20.91
.4 8'8: A' X20.84 HATCHED AREA AS SHOWN ON PLANS
A A 4 i *.* . . DIRT& GRASS 0<20.88 >00.97 TO NOT HAVE ANY TRANSVERSE OR
'19.76 -
A >09. 'A
�.A . . . :
* - . .1 �4. TG 20.84 LONGITUDINAL SLOPE. HOLD ELEVATION
A . 4 0
A x .11 X21. 0 04 AS SHOWN ON PLANS FOR 20 FEET AND
A
9*
A. 19.37 0 1 2'h 0.13
A
TG 20.9 'TG 20.91 THEN SLOPE PAVEMENT TO MIDDLE.
4 7 f4 19,5§
Aq* 0<21.06 )00.98
4
)k f9 7Z'
LA . X20.08 x2l.07
>00.94
I Of 19.1419� 72
.4.4 < TG = 20.
:A-
4 . 1, , - I S.H. 146 OVER-P SS
A. . . ...0... .- .. - . . .. ' . 2 74 2. x2C 1,;> X20.92
A (-V 9�74 0
: 4. >09. I 1111�20 72 >00.87
cnz TG 20.9 TG 20.19�(MATCH EXIST.
0 19.24
4
Q
4 aorrUln) 4
(k
.4) >11119- A 79 X20.96
G2
4A 19. 912 19.37 X20.0
I A
4
14 - 4 F>*B
0<20.82
4 >11119.7 )00.58
x
x2" x� .8
A X20.74
1.9�94 A
A. TG 20.60
19.71
-:X�20�38
CONC TG 20.94-� TG 20.91
A x .0
4 A
/1 X20. X20.50 PAVING NOTE:
4 4 19.96
14. 9.79 PAVING TO BE 10" THICK CONCRETE W/ #5
GOD D OITL TAA r
tACK W EL,afa I
PROP. SWING GATE (TYP.) REBAR ON 18" CENTERS W/ 12" LIME STABILIZED
20.12 X2 .04 BASE (8% BY WEIGHT)
0� 0 Z? A A, .95 X20.00 X19.85 (SEE DET. SHT. 2)
4'
A -A 'A 4
A 4
............ .................
A 4 .4 * �'.
A- 4 A, Sol -BOUND LANE SH 146 FEEDER ROAD
A.............. . . .... . ... :.: ....... It o- EXIST. CONC. ROAD NTH CURB & GUTTER
......... ...... .... ..
4 -4 'A . A*
.4. .
A. :A.
VICINIT Y, M AP
FLOOD STATEMENT
NOTES:
THE PROJECT IS LOCATED ENTRELY WITHIN FLOOD 1. THE COORDINATES SHOWN HEREON ARE TEXAS SOUTH
ZONE "X" PER FIRM MAP 48201CO945, SUFFIX CENTRAL ZONE NO. 4204 STATE PLANE, GRID COORDINATES
V DATED JUNE 18, 2007 (NAD83) AND MAY BE BROUGHT TO SURFACE BY APPLYING
NAVD 1988, 2001 ADJUSTMENT THE FOLLOWING COMBINED SCALE 0.99987483.
DETENTION VOLUME STATEMENT SITE PLAN ACCURACY CERTIFICATE CITY APPROVING AUTHORITY CERnFICATE
1, RODNEY L. SLATON, P.E., am registered under the laws of the THIS IS TO CERTIFY THAT THE CITY OF LA PORTE HAS APPROVED THIS SITE PLAN FOR SITE IMPROVEMENTS
DETEN11ON IS NOT REQUIRED ON THIS PROJECT DUE TO ULTIMATE State of Texas to practice the profession of engineering and hereby certify IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
CONDITIONS FOR THE PROPOSED 100-YEAR CONVEYANCE CAPACITY that the above site plan is true and correct, and that all bearings, distances,
FOR F 101-00-00 BEING MET PER A STUDY PERFORMED BY LANDEV angles, curves, radii, and central angles are accurately shown on the site plan.
ENGINEERS DATED SEPTEMBER, 1987 AND FULLY IMPLEM,ENTED BY
HARRIS COUNTY FLOOD NTROL FOR THIS REACH OF F 101-00-00 B Y..
PROPOSED DEVELOPMENT IS WITHIN THE STUDYS DRAINAGE AREA.
kl-�
DIRECTOR, PLANNING DEPARTMENT
BY,
n, P.E.
Texas Registration No.
90298
GENERAL
1.
NOTES
LIGHT POLES OR SIGN POLES ARE NOT ALLOWED IN PARK! NG OR
TYPE OF DEVELOPMENT
Floodplain RM No.: 060035
DRIVEWAY PAVEMENTAREAS. COORDINATELOCATIONS WITH
WEIGH STATION FOR TRUCKS
Northing: 13813547.61 Easting: 3227286.63
LANDSCAPE PLAN.
ZONING
Elevation: 20.06 2001 Adjustment
0� ,%E OF 111
....... of
11/14/111
1st SUBM ITTAL
2.
CONTRACTOR TO PROVIDE CONDUITS FOR SITE LIGHTING.
N/A
Texas South Central / NAD 83
J,
3.
PIERS FORLIGHTPOLES SHALLNOTBEABOVE CURB.
OYMER
Description: Floodplain Reference Mark Number 060035
*0* -, JP
4.
ALILLIGHTPOLIES WILL BEA MINIMUM THREE (3) FEETBEHINDANY
CITY OF LA POR71E
is a BRASS DISC Stamped RM 060035 on bridge at
00- -
CURB.
604 W. FAIRMONT
LA PORTE. TEXAS 77571
West Barbours Cut and F216-00-00 located on downstream
RODNEY L SLATO .....
CAD FILE
SIte-Plan
5.
CONTRACTOR MUST OBTAIN, READ, AND COMPLY WITH ALL
GEOTECHNICAL RECOMMENDATIONS CONTAINED INTHE
concrete walk on the southeast corner of the bridge in KeyMap
jp 90298
00
-,Alz
CITY OF LA
PORTE PLANNING
PLOT DATE
GEOTECHNICAL REPORTPREPARED BY TERRACON.
540W in the Galveston Bay Watershed near stream F 216-00-00
00
#I
ENGINEER
RODNEY L SLATON, P.E.
All "ftnAKIM^II�M ^A�M A� A^^=001101 = MAnWlkf^
ELEV. 20.06 Feet NAVID 1988, 2001 Adjusted.
1 "-ON
1 10 L Ar
604 W. FAIRMONT
DWN
RLS
SHALL BE SPILL ONLY.
7. ALLLIGH71NGIN THE PARKING LOT SHALL BE HOODED AND SHALL
NOT BE VISIBLE FROM THE NEIGHBORING RESIDENCES IN COMPLIANCE
WITH SEC71ON 106-521(c).
8. SEPARATE IRRIGATION AND SIGN PERMITS ARE REQUIRED FROM THE
CITY.
9. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAKING SEWER TAP
INTO EXISTING SS MANHOLE. CALL PUBLIC WORKS AT(281) 471-9650
FOR INSPECTION.
1O.OWNERIDEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE
OF7HE DRAINAGE DITCH AT THE REAR OF THE PROPERTY.
11.DRAINAGE, DETENTION, AND DRAINAGEWAY MAINTENANCE SHALL BE
THE RESPONSIBILITY OF THE OWNERIDEVELOPER.
A�7%%%%%%,4 Arii LA PORTE, TEXAS 77571 CKD
M)4�\ OFFICE 281-470-5060\ E-MAIL slatonrOoportetx.gov RLS
The seal appearing on APPD RLS
this document was SCALE
authorized by CITY OF LA PORTE V=40' (HOR.)
RODNEY L SLATON
OB NO.:
JOB
P.E. 90298, on LA PORTE D.O.T. WEIGH STATION '-]!SHEET
Z7�ko ((- 0;L;10a
SEE DETAIL A
!6
.1
SEE DETAIL 8 --,
6'.0"
FINISH GRADE
THICK X Sm WIDE
STEEL PLATES WELDED
TO GATES FOR SIGNS
It
3" MIN 30
(Tvp%
N...f IWAst
11' DIA. STEEL PIN THRU
STEEL PLATE FOR PIVOT
" 50 O.D. STEEL PIPE
TOP
1/r STEEL PLATE
-n-
2 - 71W O.D. PIPE
L5" O.D. STEEL PIPE
1/2 OF 5" O.D. ST, PIF
WELDED TO POST
,30 O,D,
STEEL PIPE
v2 - 7/8* OD. PIPE
5,56r O.D. PIPE
WELDED LOOP FOR CHAIN
2" DIA. W/ 1/2* REBAR. TACK
WELD FOR BREAKAWAY
v PIN AT BASEE
IN
0 P,
F PIPE
NOTES
1, ALL PIPES SHALL BE BLACK STEEL PIPES* OUTSIDE
DIAMETER (0-Dj AND WELDED.
2, ALL STEEL TO BE PAJNTED WITH 2 COATS OF PRIMER AND
YaLOW (SUBMIT FOR ENGINEER APPROVAL).
3- PROVIDE 2-rXS,663* 0 D. pipir A&jn isac-A
I &a. "I in
CONCRETE FOO'nNPA12*X24" D-) FA2&-11E-DGVM WHEN
WfilL to
O.D. STEEL PIPE
WA"
PRE CATE DFIAL
SCALF! M.T.-A
Dimensional Data
Nuro6-2
HeavrD* Flop Gals, (Moclel SOC)
Model-50C Round (
for Heads to 50 Ft
6
11.00
5.50
8.25
11.75
a
13.50
6.75
9.50
14.OD
10
16.OD
8.00
9.75
15.25
12
19.00
9.50
10.25
16.75
14
21.00
10.50
19.5n
1079
is
22.25
11.25
12,50
20.37
16
23.50
11.75
13.00
21.25
is
24.75
12.50
15.76
24.00
20
27,S0
13-75
16.25
26.25
2
�24
28.00
�3200
14,00
16.50
27,38
r
1-6. 0 0'
19.25
27
34.00
11.00
FLAP GATE
NTS
mot g. OF 7*4 111
F1 1/14/11T
DN L N
................... .. ..
*.
go a
151
..........
C11
ENM
1
604
LA P1
OFFIC
The seal peoring on
this document was
authorized by
RODNEY L. SLATON
P.E. 90298, on
I I -I.?- //
LA
9;t 0 ( t - ;L40a 0 ;Z