HomeMy WebLinkAbout09-5201 BAY AREA BLVD HIKE-N-BIKE TRAILCmity of L o rte, Tex s
Planning Depar-timent Engineering Division
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CLP Project No. 2009 5203
PROJECT
LOCATION
N. T. S.
SEE
INSET
NORTH "P" 3T.
DEER PARK
(0
NORTH "L" ST.
MORGAN'S
POINT
Z
NORTH "H" ST. LLJ
BARBOUR'S CUT BLVD.
"D"
-C
41ST"E"
NORTH ST.
W.
0,
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SPENCER
HWY.
ST . I
WEST M IN_
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BAY
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L-1 FIF
CABE RD.
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HOREACRES
FAIRM09 PKW.
INSET
LOCATION MAP
Not to Scale
HARRIS COUNTY KEY MAP: 579-13; 539-Z
MAYOR
Alton E. Porter
COUNCIL
Mike Mosteit
Chuck Engelken
Howard Ebow
Tommy Moser
Louis Ribgy
Mike Clausen
John Black
Georgia A. Malone
CITY MANAGER
Ron Bottoms
SHEET INDEX
SHEET SHEET TITLE
NO.
1 COVER SHEET
2 PROJECT LAYOUT
& GENERAL NOTES
3 PLAN
STA. 0+00 TO STA. 22+46
PLAN
STA. 22+46 TO STA. 39+62
5 PLAN
STA. 39+62 TO STA. 54+15
6 � SIDEWALK DETAILS
drp % OF
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EE SLATON
.............
90298
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The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
2009-5203
SHEET 1 OF 6
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PROP. BEGIN &SIDEWALK,
OFFSET AT INTSECTION OF FAIRMONT
PARKWAY & BAY AREA BLVD. W/ WCR
STA. 5+28
PROP. G.V. PROP. 387 LF
STA. 5+55 2" PVC W.L. 7
r IN ET TPE 'A -IV
CLSTA. 8+01)
FROM ST. CURB AT STA. 9+72
R.O.W. -
PROP. PARK BENCH &
WATER FOUNTAIN
STA. 9+17
PROP. BEGIN 8'CONC. SW PROP.
FOLLOWS R.O.W. AT STA. 10+24 24"RCP
Easr W u nuv mff
F, /—PROP. 24" RCP -
T TYPE 'B--�27
IA. 10+45
'L T_�
PROP. 1706 L.F.
6'WIDE CONC. SIDEWALK
�W
`�U, T,
SOUTH BOUND
PROP. 24" RC
qLET
j STA. 20+27
2e FIL 11.58
PROP. 24" RCP —
,ET TYPE 'D-IV
STA, 23+76
24' FIL 11.01
NORTH BOUND
k\
STA. 25+76,
TYPE V MJL E-3 W/ GRATE TOP,
Sm Wr 1-4 Jr OF 42" RCP & PLUG
INLET TYPE 'B--2, su. 2e+is. - M 17a, jn5. tC.E
TYPE V M.H. 0-3 W1 GRATE TOP, SWAL,
STUB OUT 1-4 IT oF 3r Rcp & PwG FIL = 17-11
F!_-- Ml—,S
R—URM
0-- Rw a 00 1 1
. "Wwdpwl�
,M�d
wamws RON.
01 LITUTY ESIdt STA. 32+29,
f TYPE V `LN* F-3 W/ GF
STUB OUT 1- 11 IF 42'
FIL 11M
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Z
cj�
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FF-1
0 100 200
SCALE: l'--::: 100/
GENERAL NOTES
1. CONTRACTOR TO REMOVE &
DISPOSE OF VEGETATION OR
TREES IN THE PATH OF THE
SIDEWALK.
— ---------------------- 2. CONTRACTOR TO COMPLY WITH
------------------ ADA/TAS SPECIFICATIONS.
CONTRACTOR WILL CURVE
SIDEWALK CONCRETE AROUND
STREETLIGHTS WHEN
NECESSARY PER STREETLIGHT
DETAIL. STREETLIGHTS
LOCATIONS ARE SHOWN IN
APPROXIMATE LOCATIONS.
LEGEND
I STREET LIGHTS
0 SMALL BUSH
CREPE MYRTLE (10 GALLON)
STA. 37467
BWN VPI SWALE
LIVE OAK TREE (25 GALLON)
10'A15' ME.
-2 ' - a_ , .1 -
G.V.
3+98
PROP. END &SIDEWALK
OFFSET AT INTSECTION
OF SPENCER HWY. & BAY
AREA BLVD. W/ WCR
STA. 54+15
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.... 00
90298
hj�'IONAL
The seal appearling on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
10 PECAN TREE (25 GALLON)
PARK BENCHW/WTR. FOUNTAIN
II.- W
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09
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GENERAL NOTES
1. CONTRACTOR TO REMOVE &
DISPOSE OF VEGETATION OR
TREES IN THE PATH OF THE
SIDEWALK.
2. CONTRACTOR TO COMPLY WITH
ADA/TAS SPECIFICATIONS.
3. CONTRACTOR WILL CURVE
SIDEWALK CONCRETE AROUND
STREETLIGHTS WHEN
NECESSARY PER STREETLIGHT
DETAIL. STREETLIGHTS
LOCATIONS ARE SHOWN IN
APPROXIMATE LOCATIONS.
1hil CT TVE)C' "D ')"
PROP. 24" RCP -
EXIST.
10' UTILITY ESIVIT.
--------------
FT1
0 50 100
SCALE: 1'= 50'
1kil r7 �r -n n"
PROP. 8' CONC.
SIDEWALK
STREET LIGHT
STREET CURB
LEGEND
STREET LIGHTS STREETLIGHT DETAIL
N. T. S.
0 SMALL BUSH
CREPE MYRTLE (10 GALLON)
LIVE OAK TREE (25 GALLON)
PECAN TREE (25 GALLON)
IMOIPARK BENCHW/WTR. FOUNTAIN
..............
SLATON
.............
90298
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
co
W
Z
(D
W
Z
0
PROP " 1715 L.F.
8'WIDE CONC. SIDEWALK
STA. 30+50
cf�
STA 28+76
SWALE BREAK EXIST. 10' UTILITY ESIVIT.
FL 17.50
STA 32+29,
TYPE "C" M.H. E-3 W/ GRATE TOP,
TYPE, V M.H. F-3 W/ GRATE TOP,
STUB OUT 1-4 JT OF 42" RCP & PLUG
10'X15' T.C.E.
STUB OUT 1-4 JT OF 42" RCP & PLUG
FT1
FL 11.59
F-
INLET TYPE "B-2", STA. 26+15, STA 27+31 10 X15' T.C.E.
"C"
SOUTH BOUND
TYPE M.H. D-3 W/ GRATE TOP, SW�LE BREAK
0 so 100
STUB OUT 1-4 JT OF 36" RCP & PLUG FIL 17.11
+'6b'
31 32+00
30+00
33+00
STA. 35+82,
10'X15' T.C.E.
SCALE: 1'= 50'
34 +0
TYPE V M.H. G-3 W1 GRATE TOP,
STUB OUT 1-4 JT OF 42" RCP & PLUG
A-00
FIL 11.75
INLET TYPE "F -2"
10'X15' T.C.E.
INLET TYPE "E-2"
STA. 32+29
ko
STA. 28+76
42" FL 11.58
STA. 37+67
42" FL 10.39
SWALEBREAK
0
DRAINAGE DITCH
STA. 38+77,
TYPE "C" M.H. H-3 W/ GRATE TOP,
STUB OUT 1-4 JT OF 42" RCP & PLUG
FL 11.90
STA. 24+25
"G
W
PROP. 24" RCP BEGIN S VALE
INLET TWYPE D-2
INLET TYPE
"D-4" FL = 1C.30
STA ' 6+ 1
2�
Z STA. 35+82
42" FL 11.72
INLET TYPE
36" FL 10.27
61 QTA 07�79Z
GENERAL NOTES
1. CONTRACTOR TO REMOVE &
DISPOSE OF VEGETATION OR
TREES IN THE PATH OF THE
SIDEWALK.
2. CONTRACTOR TO COMPLY WITH
ADA/TAS SPECIFICATIONS.
3. CONTRACTOR WILL CURVE
SIDEWALK CONCRETE AROUND
STREETLIGHTS WHEN
NECESSARY PER STREETLIGHT
DETAIL. STREETLIGHTS
LOCATIONS ARE SHOWN IN
APPROXIMATE LOCATIONS.
LOCATIONS ARE SHOWN IN
APPROXIMATE LOCATIONS.
LEGEND
STREET LIGHTS
0 SMALL BUSH
CREPE MYRTLE (10 GALLON)
LIVE OAK TREE (25 GALLON)
PECAN TREE (25 GALLON)
IMOIPARK BENCHW/WTR. FOUNTAIN
PROP. 8' CONC.
SIDEWALK
4.
STREET LIGHT
STREET CURB
STREETLIGHT DETAIL_
N. T. S.
wo OF7 'r��%Jk
dW
RODNEY L E SLATON
.........................
90298
#10,^: 01S T
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The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
0)
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PROP. 8' CONC.
SIDEWALK
STREET LIGHT
STREET CURB
STREETUGHT DETAL
K I -F C,
LEGEND
STREET LIGHTS
GENERAL NOTES
§kv
0
1. CONTRACTOR TO REMOVE &
DISPOSE OF VEGETATION OR 0 SMALL BUSH
TREES IN THE PATH OF THE
SIDEWALK.
CREPE MYRTLE (10 GALLON)
2. CONTRACTOR TO COMPLY WITH
. ..........
*R* 0* Y�
ADA/TAS SPECIFICATIONS. ........... 00
01
90298
LIVE OAK TREE (25 GALLON)
3. CONTRACTOR WILL CURVE
A
TX
1%, "/O�AL
SIDEWALK CONCRETE AROUND
STREETLIGHTS WHEN The seal appearing on
NECESSARY PER STREETLIGHT PECAN TREE (25 GALLON) this document was
authorized by
DETAIL. STREETLIGHTS RODNEY LEE SLATON
LOCATIONS ARE SHOWN IN P.E. 90298, on
APPROXIMATE LOCATIONS. IMOIPARK BENCHW/WTR. FOUNTAIN
C/)
FT1
0 50 100
SCALE: 1'= 50/
4
18
PROP. END 8'SIDEWALK,
OFFSET AT INTSECTION OF SPENCER
HWY. & BAY AREA BLVD. W/ WCR
STA. 54+15
4.0'
0.16' 0.125' TYP.
1/40 IFT SLOPE MAXIMUM
TFI E- �fflir
\- 00-40 SELECT FILL BEDDING
40 REINFORCED CONCRETE
*5 SACK/ C.Y. 3000 P.S.1.9 28 DAY
WITH *3 BARS 0 180 O.C.E.W. OR
*4 0 240 O.C.E.W.
TYP.. CROSS-SECTION OF SIDEWALK_
NOT TO SCALE
4�
3
.4
Z <
I<
Z
4
0 25
.W 25
FM.W 170- VF�ff
ADA SW PASSING LANE
EXPANSION JOINT
EXISTING
SIDEWALK
0.5'
Ch =
LU C
RAID. 3.0'
M I N. (TYP.)
1.0
NOT TO SCALE
PROP. EXPANSION JOINT 0 R.O.W.
IR CT D BY TH NGIN R
VARIES
DOWELS
BRICK STYL
IMPRINTED C40NCRETE
AND DYED B RNT RED
7
84'
(GRASS)
PROP. CURB EXPANSION JOINT
(TYP.)
DRIVEWAY SHALL BE 40
REINFORCED CONCRETE
*5 SACK, 3000 P.S.I. WITH
#4 BARS 0 24' O.C.E.W.
OR #3 0 180 O.C.E.W.
(FROM ROW INTO HOMEOWNERS
PROPERTY).
EXPANSION JOINT
1.83'
EXISTING
1.83' SIDEWALK
�1 I
L-- U.10-
PROP. EXPANSION JOINT @SIDEWALK
FROM R.O.W. TO BACK OF
CURB DRIVEWAY
APPRbAtH SHALL 13E 6'
REINFORCED CONCRETE
#5 SACK, 3000 P.S.I. WITH
*4 BARS 0 242 O.C.E.W.
OR #3 0 180 O.C.E.W.
TIE-IN TO THE EXIST. STREET
PVM'T SHALL BE DONE BY
DOWELING IN 6' INTO 0 18' O.C.
A EXIST. BACK OF CURB
68 L
41
LU
CL
00-
-.1 >-
Cl) I.-
4.
REDWOOD EXPANSION JOINT (TYPICAL)
32-15" ill-d
IV
IV
"Z
DOWELS *4 BAR9 24n O.C.
OR *3 BAR9 18" O.C. (TYP.)
.06, rI/p
7#%. M&.
EXISTING 6"
CONC. CURB
NOT TO SCALE
TYPE 013" RAMP_
NOT TO SCALE
3/80 BITUMINOUS JOINT SEALER
r EXIST. CONC. EXIST. CONC.
Z-DOWEL DOWEL-\
:,d
1/40 R*A
40
7- KEYED JOINT
CONSTRUCTION JOINT.
NOT TO SCALE
4 0' 3 0' 6W
NOTES
1.
SIDEWALK ELEVATIONS AND GRADES ARE TO BE SET SO AS TO ALLOW POSITIVE DRAINAGE
FROM THE R.O.W. ACROSS THE SIDEWALK AND TO THE TOP OF THE CURB. CONTRACTOR SHALL
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 300 LONG AT SPLICES 30 X DIAMETER.
<
3.)
REINFORCING STEEL SHALL BE NEW BILLET INTERMEDIATE
3;:
14,
GRADE DEFORMED BARS TO CONFORM TO ASTM A-615 GRADE 40
DOWELS
0 Li-i
U Q
41 41
4.)
CONCRETE SHALL BE CURED WITH WATER OR CURING COMPOUND.
(SEE DETAIL)
ILI)
41
IV 'k
5.)
STRIP VEGETATION AND REMOVE ORGANIC DEBRIS A MINIMUM OF 30..
41
6.)
PREPARE SUBGRADE TO UNIFORM COMPACTION AND GRADE. FILL MATERIAL,
1:50
IF REQUIRED, SHALL BE PLACED IN 60 LIFTS MAXIMUM AND COMPACTED TO 95%
STANDARD DENSITY AT +1 TO +3% OF OPTIMUM MOISTURE IN ACCORDANCE WITH
IV +
ASTM D698. SUBGRADE SHALL BE UNIFORM AND SHALL NOT BE MORE THAN
C�
41 zfi'�v
0.75'+/- THE REQUIRED ELEVATION. PROOFROLL SUBGRADE WITH APPROVED ROLLER.
ct�
Cn
NOTIFY ENGINEER 24 HOURS PRIOR TO PROOFROLLING.
<-k -
7.)
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.
JOINT
C�'
8).
CITY OF LA PORTE PLANNING DEPT. SHALL BE NOTIFIED 48 HRS.
PRIOR TO CONSTRUCTION AT 471-5020
CONSTRUCTION -T
9).
CONTACT THE UTILITY COORDINATING COMMITTEE FOR THE HOUSTON METROPOLITAN
(SEE DETAIL)
AREA 48 HOURS PRIOR TO CONSTRUCTION. TELEPHONE NUMBER. 223-4567.
R. 0. W.
10).
CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONSTRUCTION WATER. CITY OF LA PORTE
CONSTRUCTION WATER METERS ONLY SHALL BE USED TO OBTAIN CONSTRUCTION WATER.
a
METERS MAY BE OBTAINED AT CITY HALL.
11).
CONSTRUCTION STAKING SHALL BE THE CITY'S RESPONSIBILITY.
12.)
EXCESS SOIL FROM PROJECT SHALL BECOME PROPERTY OF CONTRACTOR AND REMOVED
FROM THE SITE AND DISPOSED OF.
CONIC
1:12
R 10. 0'
13).
TE%TY OF LA PORTE EVL SELECj A (F-E TTEfi I&ATL.FIRM T D1fT
IAL RE C� PN
jaE TESTING AND B RESPONSI LE % C THE CSII$& OR
SHALL BE RESPONSIBLE FOR ANY COST INCURRED DUE TO A FAILED TEST.
SIDEWALK
15).
IT AWE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN PROPER BARRICADES
W ING DEVICES.
AN8H
41 "k "k IV "k "k
16).
EXPANVI(P In HALL HAVE A MAXIM.W SPACING OF 60' OR AS Sr Ir ON THE PLANS
0 AS Eeq �S
THE E 4
NGINEER. EXP SION JOINTS SHALL BE RE IRED WHERE ALL
(rN
6" CURB (DIMINISH TO
SIDEWALKS INTERSECT WITH EXISTING DRIVES, ROADS, AND AT ALL SAW CUTS UNLESS
GRASS
0" AT CONSTRUCTION
OTHERWISE DIRECTED BY THE OWNER.
JOI IN T)
VARIES W/RADIUS
(CURB TAPER &
SLOPED SIDEWALK)
NOTES: (TYP.)
1. FINISHED SURFACE OF WHEEL CHAIR RAMP TO BE STAMPED
WITH BRICK PATTERN, CONTRACTOR SHALL MAKE ADJUSTMENTS
TO RAMPS TO FIT LOCAL CONDITION.
2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL
WHEEL CHAIR RAMPS ARE POURED.
3. CURB RETURN RADII GREATER THAN 23' REQUIRE
CURVILINEAR SIDEWALK.
4. HANDICAPPED RAMPS WILL BE INSTALLED WITH CURB AND GUTTER.
TYPE //G/' WHEELCHAIR RAMP
N, T, S,
18). THE LOCATION OF THE WHEELCHAIR RAMPS MAY BE SHIFTED FROM THE PROPOSED LOCATION
ON THE PLANS BY OWNER IF IN THE OWNER'S OPINION A CHANGE IS NECESSARY.
19). WHERE CURB IS DESIGNATED TO BE REPLACED ON PLAN DRAWINGS, REMOVE EXISTING CURB
FR M THE OP KIIHE EXI&TBINBGEPAVEMEPT LeD GROUT EXISTING PAVEMENT.
DO%OT BF& TING C LOW To dF W
M NT.
20). 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.
21). WINDSOR BLOCKS - IF REQUIRED SHALL BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURES RECOMMENDATION.
22). ALL EXCAVATED MATERIALS SHALL NOT BE STAGED WHERE VEHICLE TRAFFIC IS OBSTRUCTED.
23. ALL EXISTING CONCRETE SHALL BE DRILLED AND FITTED WITH 14" DOWELS OR REBAR WITH
PLASTIC SLEEVE AT SLIP END. 48 TO 60 TO BE IMBEDED IN EXISTING CONCRETE WITH REMAINING
EXPOSED TO RECEIVE NEW CONCRETE. DOWELS DO NOT HAVE TO BE TIED TO STEEL IN FORMS.
(*3 REBAR AT ISN O.C. OR #4 0 2W O.C.)
PROP. SAW CUT
PVM'T FULL DEPTH
0 . 5'
EXIST. B.O.C.
: A
PROP. EXPANSION JOINTS
AT ALL PLACES RAMP ABUTS
EXISTING PAVEMENT OR
SIDEWALK
SECTION A -A
THIS SECTION IS TYPICAL OF ALL RAMPS
AND AT EXISTING DRIVEWAYS
LA PROP. SAW CUT FULL DEPTH T-1/20 DIA. X 140 LG. SMOOTH
1/40 R.(TYP.) RRWFL A
APLEA/SlE THIS HALF
DRIVEWAY REPLACEMENT DETAIL EXIST. CONC.
FDOWEL
NOT TO SCALE 3/80 BITUMINOUS JOINT SEALER
A
EXIST. CONC. EXIST. CONC. : 0
-DOWEL DOWEL h, �A .3 (TYP
2a
RISE OF 7�-'k,%jj
1/42 R.
CONCRE7-E 4a
ROAD EXIST. CONC. #3 AT 18N E.W. (TYPA
EXPANSION CAP *4 AT 240 E. W.
DOWEL 0# . ..........
1" REDWOOD EXPANSION JOINT MATERIAL LEE SLATON
.......................... .
90298
OR 3/4" PREMOLDED BITUMINOUS so
IMPRENATED FELT MATERIAL. 0,�
44� . ........ ;�O'
CONTRACTION JOINT S
kj�IONAL
SECTION A -A NOT TO SCALE EXPANSION JOINT
NOT TO SCALE NOT TO SCALE The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
NOT TO SCALE