HomeMy WebLinkAboutT.R. INTERNATIONAL TRADING CO., INC. SITE PLAN:
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PAVING NOTES
PAVING WORK: PAVING WORK SHALL CONSIST OF FORMS, CONCRETE, -
METAL KEYED CENTER STRIP OR SCREED JOINT PUNCHED
BEDDING SAND AND REINFORCING STEEL,
FOR REINFORCING ROD. PLACED IN CENTER OF ROAD
PAVING AND AS NECESSARY TO FACILITATE PLACING
PREPARATION: SET FORMS AND SCREEDS TO GRADE. PREPARE SECTIONS
CONCRETE
OF PAVING WHICH CAN BE PLACED IN SINGLE CONTINUOUS POUR.
SCORED JOINTS: 1/4" X 2"-CUT OR GROOVED, SPACED
REMOVE ANY GRASS, OR OTHER DEBRIS UNDER AREA OF SLAB.
IN PAVING GENERALLY AT 20 FOOT C/C
ROUGH GRADE AND THEN FINE GRADE USING SAND TAMPED TO
GRADE. SET STEEL IN FORMS, PROVIDING EXTENSIONS OR
JOINT SEALER: AT EXPANSION JOINTS REMOVE REDWOOD
DOWELS AS REQUIRED FOR ADJACENT POURS. PLACE CONCRETE
CAP PIECE, CLEAN JOINT AND FILL WITH ASPHALTIC
USING CARE NOT TO DISTURB UNDERLYING SAND BED. MAINTAIN
JOINT FILLER AND SEALER.
POSITION OF STEEL IN CENTER OF PAVING, FINISH AND -CURE.
REMOVE FORMS.
SIDEWALKS: 4" THICK, REINFORCED #3 RODS 0 18" C/C
-'
BOTH DIRECTIONS. 3/4" REDWOOD EXPANSION JOINTS
CONCRETE: TRANSIT MIX, 3,000 PSI 28 DAYS. DO NOT
AT CHANGES OF DIRECTION,. NOT EXCEEDING 80' C/C
ADD ADDITIONAL WATER WITH OUT PERMISSION OF MIX
AND AT FOUNDATION. SCORED JOINTS AT 8' TO 10'
DESIGNER.
C/C. EDGE SIDEWALKS
PLACING OF CONCRETE: PLACE CONCRETE FROM CHUTE OF
CONCRETE SEAL -AND CURING COMPOUND
DELIVERY VEHICLE AS CLOSE AS POSSIBLE: USE
NOX-CRETE ABCO CURE AND SEAL APPLIED UNIFORMLY
WHEELBARROWS, PUMPS OR SUPPLEMENTARY CHUTES
TO POINT OF SATURATION AND -APPEARANCE OF
AS NECESSARY. CONSOLIDATE CONCRETE IN FORMS
CONTINUOUS SURFACE FILM WITH LOW PRESSURE/
EITHER BY VIBRATION OR'RODDING.
SPRAYERS OVER SURFACE OF.FRESHLY FINISHED
CONCRETE AT RATE OF 200-40.0 SF/GALLON.
CONCRETE FINISH: STEEL TROWEL FINISH, SMOOTH,
------
LIGHTLY BROOM PORCHES AND DRIVEWAYS UNLESS
OTHER WISE NOTED. DO NOT ADD DRY CEMENT FOR
/
TOPPING.
/
REINFORCING STEEL:
GRADE 60, EXCEPT GRADE 40 FOR -STIRRUPS AND ...
TIES
SLAB REINFORCING #3 RODS @ 18" C/C BOTH WAYS.
BEAM REINFORCING PER DRAWINGS
STREET ENTRANCE APPROACHES: CONSTRUCT TO CITY OF
LA PORTE.STANDARDS AND PER DRAWINGS AS PERMITTED.
OBTAIN PERMIT FOR CONSTRUCTION OF APPROACHES. '
EXPANSION AND CONSTRUCTION JOINTS: _.
REDWOOD EXPANSION JOINT 3/4" X THICKNESS OF SLAB
INCLUDING REMOVEABLE REDWOOD CAP PIECE, DRILLED
AT CENTERS FOR REINFORCING ROD. EXPANSION JOINT
IS GENERALLY PLACED AT 80' C/C CHANGES OF
H
PARKING REQUIREMENTS
--------------------------_ REQUIRED PARKING = MINIMUM 10 SPACES
-------------------------------------------------------
----------- + 1 SPACE/1 5 STUDENTS + 1 SPACE/1-STAFF
-- Iq•4 — EXIST 6' WOOD FENCE ON P.L. E A S T 2 5 0 0 /BASED ON 12 STUDENTS AND 4 STAFF MEMEBERS
+ �e.4�4+RQD. PARKING = 10 SPACES + 8 SPACES + 4 SPACES
+2e,4e 0Q l9,-4'-- L9.4o_rl / ACTUAL PARKING
32 SPACES
32 SPACES t 2 H C SPACES
+ Iq.Ao— — — — — — — — ---------------------------- ---------)— ------ / =
d
I 4' RAISED PLANT BED
\ C— ...e• �'•-— .-. _: s�+;:s rz r r Tom. '_ c t J ; f� h 2,.., v.•„
LEGAL DESCRIPTION i�j `
I `\
419,1 1q,2s ' +15iSo •t•Iq,Q�o �c'ZS
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\ RAMP m
PAINTED ti •vn '2 ,25
DIRECTION, ETC. CITY APPROVING AUTHORITY CERTIFICATE ! I ! Gaw"Tg_PA • ,j=1 NG LW
ASPHALTIC IMPREGNATED EXPANSION JOINT, 1/2' THICK I
BY THICKNESS OF PAVING.wttics.:-�o-pu.s
This is to certify that the City of La Porte, Texas has
approved this site plan and development of T 1 _
PAINTED
in conformance with the ordinances 6' I 19'I� iqS
STRIPING
of the City of La Porte. -
By: N o
Director, .-La Porte. Community I 19,00
Development Department 1b'1 10' 18�" 26' 0" l 1 -O" 5' 18'- 26'-9" 18' 0" 5' S'
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ENCLOSURE 3 .. I �p, R�� o o ✓ o '3°
PLAT SITE PLAN) A CCURACY CERTIFICATE I 1
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A A �-
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sv ve or am registered under the II 11
- I, SIlgmg_2f_?nB39gEL_SL___L—Y__1, g �— '
laws of the State of Texas to praotine the profe,asion of _a
engineering (Or'surveying)'and he certify that the above- / O w ': I I
plat (site plan) is true and rten E; and that -ell bearings,
,� b Q.1� cc �„__ •}, dlstances, angles, curve radiuses, and central angles are 2`� Oy Ir'i9c' 0) 4to
1 ;�. acnura.ely shown on th_ plat. Yo- I C Z I 4 L
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a t7 a ! "` OF Si ature of Eng near o 5 veyor o N N
J 1t F (Print n —ct—
6.'"•?1jR:'aad " Texas Registration No._go
1 /!i
_ W�GARTRELL x o,�
dOd��oeSGist�����
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JAMES W. GARTRELL, JR. PAINTED
GULF COAST ENGINEERING
3 t D E W A: L K. S E C T l O N I'2° AND SURVEYING PAI TED
+iq•Ao
P,O. BOX 382«
LaMARQUE,.T �, S,
X 7756$ 10' 8T-O" o, 0 24-0"
409/935-2462 713/488-6969
Ll 409/935,9367 FAX
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EXPANSION JOINT. KEYEO, JAINT.I FLAK
;'URB SECTION- EDGE SECTION — — F A I R M 0 N T P
PAVING SECTIONS SITE PLAN 1" = 201
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LAB
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PROPOSEF-BtAtDIZ
TOP SLAB
+20.50'
F e o
ot
SURVEY OF A 58,422 32l.SOUARE'FOOT`TRACT OUT,
OF WHAT IS'CALLED COMMERCIAL RESERVE "E",'•" .`.
"OF`FAIRMONT' EAST,.
AS SET OUT -ON THE PLAT PARK
SECTION ONE AS "NOT PART OF SUBBDIVISION",
HARRIS COUNTY, TEXAS :': `•'- '' " , i.
ACCORDING TO MAP RECORDED IN VOLUME 306y
I
PAGE 69 OF THE MAP .RECORDS .OF _HARRIS COUNTY '
4
TEXAS. ;
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FLOOD ZONE INFORMATION.-'..,, I
FIRM DATA:, ? 'y
48201 C 0340 G
Ovcr< xmap
9-28-90 `
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*NOTE.
REFER TO SHEET 2 FOR LANDSCAPING r) ` , , - z
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PLAN. •_ -' ' r
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7 SPACES 2 H.1. 5--e
A HUDLER
H.C. RAMP I I �
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4- SEWER ASSOCIATES
A5'-O" ( •-T. (i 24'-0"
S' s`�' . El ARCHITECTS PLANNERS
LINEATER 1300 YUPON DR m m LA MARQUE, TX.
tq•2o+ i, i iq 2�+ 77568 m m a m a m m m m m 409-935-2980
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------ ER FOR
• •• •• •• - A CONFERENCE CENT i
,
-----3 ------ -- -; ---.
I1.3 T. R. INTERNATIONAL
- P�IaRcr{ ! \_ - _ -- TRADING COMPANY, INC.
R _20.,2 - �4 rz __ 10811 FAIRMONT PARKWAY EAST
----------------------- --- QI'�1 4ORTE, TEXAS 77590
21.1 = YuQJ� o r/l DATE SHEET
��_t�lop�iN.LJrt KCC. ''w`� 1-18-95
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A R -K W A Y-
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9438 OF )A
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