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SIDEWALK NOTES: 24"
1. CROSS—SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%.
2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND
AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE
STRUCTURES. THICKENED EDGE
3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING.
SPACING SHALL BE UNIFORM. N.T.S.
4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT
JOINTS IN CURBING.
A" EXPANSION JOINT MATERIAL &
SEALANT (MIN DEPTH OF
1" DEPTH (MIN) LO
a
. ° 3/4„
EXPANSION JOINT CONTRACTION JOINT
.-1 MU I n vrrRIcla
a 2" CLR LIGHT BROOM FINISH
#3 BARS 0 12" O.C.E.W. 2" CLR
44
D Z ��//\� \ \r\\i\\/
z z
\� = COMPACTED SUBGRADE
`CROSS—SECTION
TYPICAL CONCRETE SIDEWALK
N.T.S.
#4 SMOOTH DOWEL, 18" LONG
& SPACED @ 24" O.C.
(COATED w/HEAVY GREASE) BUILDING
CONCRETE SIDEWALK, _ - FOUNDATION
- SEE DETAIL THIS SHEET
77777.)
.a. . .
a
3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE 1/16" GREATER THAN
DIAMETER OF DOWEL. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO END OF CAP IS 1"
FROM END OF BAR
BUILDING
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEETA TOOL JOINT 1"R
EXPANSION JOINT, SEE
AT ARTIFICIAL DETAIL THIS SHEET
BACK OF CURB--\
BACKFILL
SEAL w/EXPANSION
JOINT MATERIAL
1359
J"R 4i
N.T.S.
to
#5 SMOOT DOWEL, 18" LONG
& SPACED @ 12" O.C.
(COATED /HEAVY GREASE)
NON—EXTRUDING
FILLER
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIGHT) COMPATECT
TO 95% STANDARD PROCTOR
DENSITY (ASTM D698)
PAVEMENT DRIVEWAY
OR PARKING AREA
a.
+
MONOLITHIC CURB '—#4 DOWEL 0 24" O.C.
CONCRETE SIDEWALK,
SEE DETAIL THIS EXPANSION JOINT
SHEET w/TOOLED EDGE, SEE
DETAIL THIS SHEET
EXISTING CONCRETE
a:
CURB & GUTTER
a.
#4 DOWEL @ 24" O.C.
EXISTING CURB
CONCRETE SIDEWALK ADJACENT
TO STRUCTURE
N.T.S.
EXPANSION JOINT TO BE SPACED AT 60' INT" VALS & PLACED
AT ALL RADIUS POINTS, PC's, PT's & OPPOSIT Pi's AND ON
ALL HORIZONTAL & VERTICAL CURVES.
SAWED CUT CONTROL JOINT,
SEALED w/JOINT MATERIAL —
"
To SEALING NOT REWIRED IN
CURBS
J- .4 -T
-T=6" — #4 BARS @ 18" O.C.E.W.
T=9" — #4 BARS @ 9" O.C.E.W.
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIG T) COMPACTED
TO 95% STANDARD P OCTOR
DENSITY (ASTM D698
CONTROL JOINTS SHALL BE PLACED AT 15' CENTE TO CENTER.
CONTROL JOINT
N.T.S.
"--T=6" — #4 BARS @ 18" O.C.EW.
T=9" — #4 BARS @ 9" O.C.E.W.
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIGHT) COMPACTED
TO 95% STANDARD PROCTOR
DENSITY (ASTM D698)
CONSTRUCTION JOINTS SHALL BE PLACED AT DE IGNATED
LOCATIONS AND MAY REPLACE CONTROL JOINTS S REQUIRED.
N.T.S.
"' R
4
N
--1 3"
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION. TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
DESCRIPTION
95% COMPLETE
li FOR
CONSTRUCTION
REVIEW ONLY
02/11108
PRELIMINARY
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF INTERIM
REVIEW UNDER THE AUTHORITY
OF RABON A. METCALF, P.E.
NO. 88583, ON FEBRUARY 11,
2008. IT IS NOT TO BE USED
FOR CONSTRUCTION, BIDDING
- _ OR -PERMIT--PURPOSES_____
- i
PAVEMENT
REINFORCEMENT
• _ #4 BARS
TYPE IA — MONOLITHIC
._6"_ 15"
T-:
31# 3
24"
• _ #4 BARS
TYPE I
CURB NOTE: EXPANSION JOINTS TO BE PLACED AT
60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s,
P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT
20' INTERVALS.
CONCRETE CURB
N.T.S.
EXPANSION
JOINT
PROPOSED
CURB?
EXISTING
CURB
_#4 DOWELS
@18" 0. C.
TIE TO CURB DETAIL
N.T.S.
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—3" LONG
PLASTIC CAP
— INSIDE
DIAMETER
TO
BE 1/16"
GREATER THAN
DIAMETER
OF
DOWEL —
CAP MUST BE
LONG ENOUGH
TO COVER 2" OF DOWEL
& HAVE
TOP
SO END
OF CAP IS 1"
FROM EN
OF
BAR
EXPANSION JOINT TO BE SPACED AT 60' INT" VALS & PLACED
AT ALL RADIUS POINTS, PC's, PT's & OPPOSIT Pi's AND ON
ALL HORIZONTAL & VERTICAL CURVES.
SAWED CUT CONTROL JOINT,
SEALED w/JOINT MATERIAL —
"
To SEALING NOT REWIRED IN
CURBS
J- .4 -T
-T=6" — #4 BARS @ 18" O.C.E.W.
T=9" — #4 BARS @ 9" O.C.E.W.
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIG T) COMPACTED
TO 95% STANDARD P OCTOR
DENSITY (ASTM D698
CONTROL JOINTS SHALL BE PLACED AT 15' CENTE TO CENTER.
CONTROL JOINT
N.T.S.
"--T=6" — #4 BARS @ 18" O.C.EW.
T=9" — #4 BARS @ 9" O.C.E.W.
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIGHT) COMPACTED
TO 95% STANDARD PROCTOR
DENSITY (ASTM D698)
CONSTRUCTION JOINTS SHALL BE PLACED AT DE IGNATED
LOCATIONS AND MAY REPLACE CONTROL JOINTS S REQUIRED.
N.T.S.
"' R
4
N
--1 3"
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION. TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
DESCRIPTION
95% COMPLETE
li FOR
CONSTRUCTION
REVIEW ONLY
02/11108
PRELIMINARY
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF INTERIM
REVIEW UNDER THE AUTHORITY
OF RABON A. METCALF, P.E.
NO. 88583, ON FEBRUARY 11,
2008. IT IS NOT TO BE USED
FOR CONSTRUCTION, BIDDING
- _ OR -PERMIT--PURPOSES_____
- i
PAVEMENT
REINFORCEMENT
• _ #4 BARS
TYPE IA — MONOLITHIC
._6"_ 15"
T-:
31# 3
24"
• _ #4 BARS
TYPE I
CURB NOTE: EXPANSION JOINTS TO BE PLACED AT
60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s,
P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT
20' INTERVALS.
CONCRETE CURB
N.T.S.
EXPANSION
JOINT
PROPOSED
CURB?
EXISTING
CURB
_#4 DOWELS
@18" 0. C.
TIE TO CURB DETAIL
N.T.S.
U)
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Q
I—
Lij
in
V)
D
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W
Z
Q
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O
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CL
CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325PVlA I SCALE: N.T.S.
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
■
SHEET 100F 11
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CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325PVlA I SCALE: N.T.S.
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
■
SHEET 100F 11
SIDEWALK NOTES:
1. CROSS—SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00%.
2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND
AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE
STRUCTURES.
3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING.
SPACING SHALL BE UNIFORM.
4. AS FAR AS PRACTICAL SIDEWALK JOINTS SHALL ALIGN WITH ADJACENT
JOINTS IN CURBING.
J" EXPANSION JOINT MATERIAL &
V SEALANT (MIN DEPTH OF J")
EXPANSION JOINT
1" DEPTH (MIN)
e
CONTRACTION JOINT
DTH VARIES
LL
2" CLR LIGHT BROOM FINISH—\
#3 BARS @ 12" O.C.E.W. 2" CLR
.—•..
COMPACTED SUBGRADE
N 0 CROSS-SECTION
TYPICAL CONCRETE SIDEWALK
N.T.S.
#4 SMOOTH DOWEL, 18" LONG
& SPACED @ 24" 0-C.
(COATED w/HEAVY GREASE)
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEET
E r 5
3" LONG METAL OR PLASTIC CAP, INSIDE
DIAMETER TO BE 1/16" GREATER THAN
DIAMETER OF DOWEL. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
AND HAVE STOP SO END OF CAP IS 1"
FROM END OF BAR
BUILDING
CONCRETE SIDEWALK,
SEE DETAIL THIS SHEET TOOL JOINT 1 "R
AT ARTIFICIAL
BACK OF CURB—�
/i // // // // +
10111 ilk I ITA IM
EXPANSION JOINT, SEE
DETAIL THIS SHEET
BACKFILL
THICKENED EDGE
N.T.S.
3/4" —
3/4" _
SEAL w/EXPANSION
JOINT MATERIAL
"R —•
NON—EXTRUDING
FILLER
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIGHT) COMPATECT
TO 95% STANDARD PROCTOR
DENSITY (ASTM D698)
PAVEMENT DRIVEWAY
OR PARKING AREA
MONOLITHIC CURB '-#4 DOWEL @ 24" O.C.
CONCRETE SIDEWALK,
SEE DETAIL THIS EXPANSION JOINT
SHEET w/TOOLED EDGE, SEE
DETAIL THIS SHEET
EXISTING CONCRETE
a
CURB & GUTTER
a•
#4 DOWEL @ 24" O.C.
EXISTING CURB
CONCRETE SIDEWALK ADJACENT
TO STRUCTURE-
N.T.S.
r
N.T.S.
#5 SMOOTH DOWEL, 18" LONG
& SPACED 0 12" O.C.
(COATED w HEAVY GREASE)
._..E
E
—3" LONG F
DIAMETER
DIAMETER
LONG ENO'
& HAVE S
FROM END
;TIC CAP — INSIDE
BE 1/16" GREATER THAN
DOWEL — CAP MUST BE
TO COVER 2" OF DOWEL
SO END OF CAP IS 1 "
BAR
EXPANSION JOINT TO BE SPACED AT 60' INTER ALS & PLACED
AT ALL RADIUS POINTS, PC's, PT's & OPPOSITEPi's AND_ ON
ALL HORIZONTAL & VERTICAL CURVES.
I-
N.T.S.
SAWED CUT CONTROL JOINT,
SEALED w/JOINT MATERIAL —
"
TO SEALING NOT REQU RED IN
CURBS
I 'R
�—T=6" — #4 BARS @ 18"
O.C.E.W.
T=9" — #4 BARS
" O.C.E.W.
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIGH)
COMPACTED
TO 95% STANDARD PROCTOR
DENSITY (ASTM D698)
CONTROL JOINTS SHALL BE PLACED AT 15' CENTER
TO CENTER.
CONTROL JOINT
N.T.S.
'17=6" — #4 BARS @ 18" O.C.EW.
T=9" — #4 BARS @ 9" O.C.E.W.
6" LIME STABILIZED SUBGRADE
(w/6% LIME BY WEIGH) COMPACTED
TO 95% STANDARD PROCTOR
DENSITY (ASTM D698)
CONSTRUCTION JOINTS SHALL BE PLACED AT DESI NATED
LOCATIONS AND MAY REPLACE CONTROL JOINTS S REQUIRED.
N.T.S.
to
R
N
� 11
PAVEMENT
REINFORCEMENT
• _ #4 BARS
TYPE IA - MONOLITHIC
J" R
, 6" , 15"
24"
• _ #4 BARS
TYPE I
CURB NOTE: EXPANSION JOINTS TO BE PLACED AT
60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s,
P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT
20' INTERVALS.
CONCRETE CURB
N.T.S.
EXPANSION
EXISTING
CURB
_#4 DOWELS
@ 18" O.0
TIE TO CURB DETAIL
N.T.S.
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET'
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
IIIMARKI DATE I DESCRIPTION
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CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325PVlA SCALE: N.T.S.
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
■
SHEET 1 p OF 11