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BAYPOINT TOWNHOMES LOUIS R . RIGBY
SHOREACRES . ' �
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JOhN P . ZEMANEK DARYL LEONARD
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------
0
0
0
0
� 4.0'
0.16' 0.125' TYP
I/4" /FT SLOPE MAXIMUM
—ill — — ��.. �' a. .°• °. •�:,...•�° ••• �• a •.. •°• • . � I— — _-
�-2" SAND BEDDING
4" REINFORCED CONCRETE
4.5 SACKS/ C.Y. 2500 P.S.I., 28 DAY
WITH #3 BARS @ 18" O.C.E.W. OR
#4 @ 24" O.C.E.W.
TYP. CROSS-SECTION OF SIDEWALK
SCALE: I" = I'
PROP. EXPANSION JOINT @ R.O.W. DRIVEWAY sHALL BE 4°
OR AS DIRECTED BY THE ENGINEER REINFORCED CONCRETE
5 SACK, 3000 P.S.I. WITH
#4 BARS @ 24' O.C. E.W.
OR #3 @ IS" O.C.E.W.
EXPANSION JOINT ((FROM ROW INTO HOMEOWNERS
I�ROPERTY). _
EXPANSION JOINT
3/8"BITUMINOUS JOINT SEALER � 0� � C
L i-v2" �J
I/4° R. IJ SIDEWALK ELEVATIONS AND GRADE ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE
4" ' '' FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL
T SHALL PERFORM ALL NECESSARY EARTHWORK FILLING AND SHAPING TO ACCOMPLISH POSITIVE
DRAINAGE OVER THE TOP OF THE CURB AT NO ADDITIONAL COST TO OWNER.
2.) LAP CONT. BARS 30° LONG AT SPLICES 30 X DIAMETER.
3.) REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE
C O N T R A C T (O N I O I N T GRADE DEFORMED BARS TO CONFORM?0 ASTM A-615 GRADE 40
/-� �J b.) CONCRETE SHALL BE WATER CURED ONLY
NOT TO SCALE 5.) STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 3"..
6.) PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL,
IF REQUIRED, SHALL BE PLACED IN b" LIFTS MAXIMUM AND COMPACTED TO 95%
' STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH
ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN
0.75"+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER.
NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING.
7J SAND BEDDING SHALL BE CLEAN BANK SAND, FREE OF CLAY OR OTHER DELETERIOUS
MATERIALS. COMPACT TO 95% STANDARD DENSITY AT OPTIMUM MOISTURE IN
ACCORDANCE WITH ASTM D698.
8). CITY OF La PORTE PLANNING DEPT. SHALL BE NOTIFIED 48 HRS.
EA�JI ❑,O'r' PRIOR TO CONSTRUCTION AT 471-5020
PROP. SAW CUT LA J D 1, 9). CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN
PVM'T FULL DEPTH AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER: 223-4567.
IO). CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE
CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER.
METERS MAY BE OBTAINED AT CITY HALL.
0.33' II). CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY.
—tr- 12.) EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED
0.5' I FROM THE SITE AND DISPOSED OF.
T 13). THE CITY OF La PORTE SHALL SELECT A GEOTECHNICAL FIRM TO CONDUCT
MATERIAL TESTING AND BE RESPONSIBLE FOR THE COST. THE CONTRACTOR
° PROP.. EXPANSION JOINT SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED•TEST.
IS). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES
PROP. EXPANSION JOINTS AND WARNING DEVICES.
° � �� °—°�—�°—°�— — �—�"—'"'—"—° —"'— 16). EXPANSION JOINTS SHALL HAVE A MAXIMUM SPACING OF 50' OR AS SHOWN ON THE PLANS
- -------------- - - ---------------'` AT ALL PLACES RAMP ABUTS OR AS DIRECTED BY THE ENGINEER. EXPANSION JOINTS SHALL BE REQUIRED WHERE ALL
EXISTING PAVEMENT OR SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS
OTHERWISE DIRECTED BY THE OWNER.
�83' SIDEWALK 17). FINISHED SURFACE OF WHEELCHAIR RAMP IS TO BE ROUGHENED WITH NO LESS THAN A BROOM
FINISH TO PREVENT SLIPPING.
� EXISTING EXISTING IB). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION
SIDEWALK SIDEWALK ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY.
3 19). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB
SECTION A -A FROM THE TOP OF THE EXISTING PAVEMENT. DOWEL AND GROUT EXISTING PAVEMENT.
DO NOT BREAK EXISTING CURB BELOW TOP OF PAVEMENT.
----------- ------------------ THIS SECTION IS TYPICAL OF ALL RAMPS
--- 0.5'� 0.16' NOT TO SCALE 20). HELD INRP�A�E WITH A MINIMUM OFU2 EACH #4 REBAR.GOOD CONDITION &
L0'I— 2Q. GRASS -SOD IF REQUIRED SHALL BE SAME AS ADJACENT SOD; WATERING OF SOD
SHALL BE RESPONSIBILITY OF THE CONTRACTOR UNTIL OWNER AGREES THAT AN
ACCEPTABLE ROOT GROWTH HAS BEEN ATTAINED.
FROM R.O.W. TO BACK OF 23). WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH
� CURB DRIVEWAY THE MANUFACTURES RECOMMENDATION.
rn — APPROACH SHALLBE 6"
24). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED.
� VARIES REINFORCED CONCRETE
5 SACK, 3000 P.S.I. WITH
j �. #4 BARS @ 24° O.C.E.W.
N oR #3 @ la° o.c.E.w. 3/8" BITUMINOUS JOINT SEALER
FAD. 3.0' MIN. TIE—IN TO THE EXIST. STREET
PVM'T SHALL BE DONE BY
(TYP.) DOWELING IN 6" INTO @ 18" O.C. � I—I/2"
I/4" R. 3/4" BITUMINOUS JOINT SEALER I/2" DIA. x 14" LG. SMOOTH
4" • ` DOWEL AT 12" C/C.
� 1-�--18" ••• PAINT AND GREASE THIS HALF
EXIST. BACK OF CURB � � I°
-------- --------- EY JOINT
-- --A"---- .._.._.._.._.._ ._.._.._. _.._.._.._..�-.. .._.. -- --- -
�- � K ED
•• .a•A 6 . a .-••- ..• ��. a CONSTRUCTION JOINT c 3'� � I/4" R.(TYP.) I" RED OOD EXPANSION JOINT MATERIAL
OR 3/4' PREMOLDED MATERIAL
"
' '° .p �• ' ; ..,: NOT TO SCALE . a,
. " ..
.a .. �,.
. .: <. ..
• ° � � 3" (TYP.) (__EXPANSION CAP
PROP. SAW CUT FULL DEPTH #3 AT 18" E.W. (TYP.),
#4 AT 24" E.W.
DRIVEWAY REPLACEMENT DETAIL EXPANSION JOINT
SCALE: 1" = 3'
NOT TO SCALE
BRICK STYLE
REDWOOD EXPANSION. JOINT (TYPICAL) IMPRINTED CONCRETE
11'-0"
DOWELS #4 BAR, 24" O.C.
OR #3 BAR, 18" O.C. (TYP.)
DOWELS DOWELS REDWOOD EXPANSION JOINT (TYPICAL)
DOWELS REDWOOD EXPANSION JOINT (TYPICAL) i�'/5'
—�-4'-0 3'-6"—+—I i
—•-4'-0"-•-3'-6" -- —
Y
� 0 3 0°
DOWELS zQ EXISTING 4'-0" BRICK STYLE "
BRICK STYLE I a ~� A MAX. SLOPE A
cnw SIDEWALK IMPRINTED CONCRETE
IMPRINTED CONCRETE 7 �`r BRICK STYLE Xo DOWELS 1;12
� ^ I - IMPRINTED CONCRETE uJ�
-- - REDWOOD EXPANSION. JOINT (TYPICAL) 7 °
REDWOOD EXPANSION JOINT (TYPICAL) o � � __ _________ ,_0,
c�i� v 1 6'-0" - 76° REDWOOD EXPANSION JOINT (TYPICAL) I
I N I BRICK STYLE � 0° 6'-0°
I Q = / uJ IMPRINTED CONCRETE I MIN.
- _ _ - � � 4° I o � ------ ------7---- SXDEWALK q'�" I
r PROP. .CURB EXPANSION JOINT `� � 6'_0" I / !yc, S!� /
r X c� I 7° oA O
EXISTING x a - ° F / PR P. CURB EXPANSION JOINT
I � - O I DOWELS i . / /
SIDEWALK DOWELS #4 BAR, 24" O.C. r 7.0' MIN. DOWELS #4 BAR, 24" O.C.
OR #3 BAR, 18" O.C. (TYP.)
- - - - _ 7.0' MIN. I c�i> N_ .EXISTING 6"
I 8.0' MAX. PROP. CURB EXPANSION JOINT —_ CONC. CURB I � 8.0' MAX. OR #3 BAR, 18' O.C. (TYP.)
� (TYP.) I O• DOWELS #4 BAR, 24,, O.C. Q — I � r
DOWELS �6° I �P OR #3 BAR, 18" O.C. (TYP.) I � I -� 29° r
b I0.0' i
� DOWELS #4 BAR, 24" O.C. 1
� i'-5" 4'-0° � i,-5, OR #3 BAR. 18" O.C. (TYP.)
PROP. CURB EXPANSION JOINT I� 4,D� .oe' TYP TYP, TYP,
EXISTING 6" 7' o' Mlax. 7'-O" MIN,
CONC. CURB EXISTING 6" ~e TYP AX, P@0 URB SAWECUTS (TYPICAL)T
CONC. CURB
EXISTING 6"
_ CONC. CURB ,� g���� `
TYPE ,��„ RAMP TYPE "B" RAMP.., TYPE „�„ RAMP TYPE „p„ RAMP
SCALE: I" = 4" N.T.s. SCALE: I" = 4'` SCALE: I" = 4"
CITY OF
LA PORTE
1604 W. FAIRMONT PKWY.'
LA PORTE. TEXAS
PLANNING
DEPARTMENT
ENGINEERING
DIVISION
CITY-WIDE
SIDEWALK
IMPROVEMENTS
REPAIRS AND
WHEELCHAIR
RAMPS
DRAWN BY: J.R.
CHECKED BY: B.S.
APPROVED BY: D.K.
.REVISIONS
NO.
REVISION /ISSUE
DATE
0
ORIGINAL ISSUE
9/99
0
RAMP UPDATES
2/00
PROJECT:
13-4500001 SHEET:
DATE:
04/13
HCAD MAP #: 7 O F 7
NONE
SCALE:
N.T.S.