HomeMy WebLinkAboutGrading and drainage planLUTHER ST. WEST
(VARIABLE WIDTH RIGHT-OF-WAY)
CONTRACTOR TO INSURE
POSITIVE DRAINAGE IN
THIS AREA
PROJECT BENCHMARK:
BOX CUTIN BACK OF CURB ON THE
SOUTHEASTERLY SIDE OF LUTHER STREET
WEST, NEAR THE NORTH CORNER OF THE
SUBJECT TRACT.
ELEV. = 328.67' (NAVD 88)
T/C=327.27
T/PN326.48
MATCH NEW PAVEMENT
TO EXISTING PAVEMENT
ELEVATION & GRADE FLUSH
MAINTAIN 2.00% (MAX.)
CROSS -SLOPE THROUGH
SIDEWALK PROJECTION
T/C=327.69
T/P-327.21
TBM 1:
ELEV.=328.67'
s 6' SIDEWALK N =- -
_ D E
N 43. 54' 51" E 2 1.11'
- -
LP = 4' WIDE SIDEWALK
+-- LEAVE -OUT T/C=327.38 2.5 c T/G=327 71
3.00% (o 327 ... � ...Q�8% `rt 1,
09, r . ,\ $ 2.15 % @/ ....... =�u'�
T/C=327.38
NOW OR FORMERLY
JERRY C. NOVOSAD AND
WIFE, SANDRA NOVOSAD
LOT 1, BLOCK 1 ` T/G=326.60
NOVOSAD ADDITION
(VOLUME 7597, PAGE 279)
UO '
CONTRACTOR TO :-?.- ` N
INSURE POSITIVE
DRAINAGE IN 1_4
THIS AREAto
'
1
V
T/G=325.85 Z
MH
ti+w
T/G=326.20 �I
cn
T/G=326.60
15
FF=327.75'
14
O
I
FF=327.75' 1
i
FF=327.75' /
13
1 FE=27.75'
12
T/G=327.25
T/G=327.25
0.50%
0.50% 4' WIDE CONCRETE
CONCRETE DRAINAGE FLUME
DRAINAGE FLUME
w/WIER #1 \ 1
T/C=326.88 rT/7C=327.21 ` FF=3 8.70'
0
LO
T/C=327.38
< q0010
!1 w
Al 2
io �
N �FF=3 8.70'
Ln /�
o0
W FF=3 8.70'
( O
3
/ T C4 327.85 / 4
T/C=327.38 /� O
F� 328.70
X001 % 0.72%
C0 T/G=328.20
CID040.54 M
r
`T/C=327.-&9 �- SfG= 28 08
EARTHWORK NOTES: GRADING NOTES: `
A. GENERAL: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO
1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION THAT NO PONDING OCCURS. r
NAND RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL
�' Consul -•t» E
� MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM "`" 9 �!»eet^s
PLAN M BUILDINGS AT A MINIMUM
2. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR_ 1391 SEAMISTLANE <'77845>
NOR PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND 1 POST OFFICE BOX 9253
STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND COLLEGE STATION, TEXAS 77842
IN LANDSCAPING AREAS, 2" BELOW. EMAIL: civil@rmengineer.com
0 20 B_ SUBGRADE:
40 1. EXISTING TREES, STUMPS, AND LARGE TREE .ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE OFFICE - (979) 690-0329
VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED GUTTER FLOWLINE. FAX - {979) b90-0329
SCALE: 1" = 20' FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS.
S. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. SURVEYOR
KER2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE
CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK 6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND FROM THE 505RCHURCH�STREET
AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA COLLEGE STATION, TX 77841
MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. FOLLOWING PROOF -ROLLING, STANDARDS.
THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS OFF: {979) 26$-3195
DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR FAX: (979) 691-8904
MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 SQ.FT. ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH
EXISTING GROUND ELEVATIONS & STRUCTURES.
3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER
- PAVEMENT AREAS ONLY, AS LONG AS THE PI IS LESS THAN 35 AND THE MATERIAL IS FREE FROM 8. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO
TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. NOT SCALE CONSTRUCTION DRAWINGS),
I4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE
PLASTICITY (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR
WEIGHT). BETTER.
5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND
�-'3 CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND
T/G=327.98 FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). WIDTH VARIES
I 6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20)
III SHALL BE STABILIZED WITH TYPF A HynPATFfI i ieef7 /ADDDn VIKAAr I -
WN
GRADING LEGEND
DRAINAGE DIRECTIONAL ARROW
T/P=100.00
TOP OF PAVEMENT
T/C=100.00
TOP OF CURB
T/W=100.00
TOP OF WALL
T/G=100-0-
01
TOP OF GROUND OR GRATE
LUTHER ST. WEST
(VARIABLE WIDTH RIGHT-OF-WAY)
CONTRACTOR TO INSURE
POSITIVE DRAINAGE IN
THIS AREA
PROJECT BENCHMARK:
BOX CUTIN BACK OF CURB ON THE
SOUTHEASTERLY SIDE OF LUTHER STREET
WEST, NEAR THE NORTH CORNER OF THE
SUBJECT TRACT.
ELEV. = 328.67' (NAVD 88)
T/C=327.27
T/PN326.48
MATCH NEW PAVEMENT
TO EXISTING PAVEMENT
ELEVATION & GRADE FLUSH
MAINTAIN 2.00% (MAX.)
CROSS -SLOPE THROUGH
SIDEWALK PROJECTION
T/C=327.69
T/P-327.21
TBM 1:
ELEV.=328.67'
s 6' SIDEWALK N =- -
_ D E
N 43. 54' 51" E 2 1.11'
- -
LP = 4' WIDE SIDEWALK
+-- LEAVE -OUT T/C=327.38 2.5 c T/G=327 71
3.00% (o 327 ... � ...Q�8% `rt 1,
09, r . ,\ $ 2.15 % @/ ....... =�u'�
T/C=327.38
NOW OR FORMERLY
JERRY C. NOVOSAD AND
WIFE, SANDRA NOVOSAD
LOT 1, BLOCK 1 ` T/G=326.60
NOVOSAD ADDITION
(VOLUME 7597, PAGE 279)
UO '
CONTRACTOR TO :-?.- ` N
INSURE POSITIVE
DRAINAGE IN 1_4
THIS AREAto
'
1
V
T/G=325.85 Z
MH
ti+w
T/G=326.20 �I
cn
T/G=326.60
15
FF=327.75'
14
O
I
FF=327.75' 1
i
FF=327.75' /
13
1 FE=27.75'
12
T/G=327.25
T/G=327.25
0.50%
0.50% 4' WIDE CONCRETE
CONCRETE DRAINAGE FLUME
DRAINAGE FLUME
w/WIER #1 \ 1
T/C=326.88 rT/7C=327.21 ` FF=3 8.70'
0
LO
T/C=327.38
< q0010
!1 w
Al 2
io �
N �FF=3 8.70'
Ln /�
o0
W FF=3 8.70'
( O
3
/ T C4 327.85 / 4
T/C=327.38 /� O
F� 328.70
X001 % 0.72%
C0 T/G=328.20
CID040.54 M
r
`T/C=327.-&9 �- SfG= 28 08
EARTHWORK NOTES: GRADING NOTES: `
A. GENERAL: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO
1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION THAT NO PONDING OCCURS. r
NAND RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL
�' Consul -•t» E
� MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM "`" 9 �!»eet^s
PLAN M BUILDINGS AT A MINIMUM
2. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR_ 1391 SEAMISTLANE <'77845>
NOR PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND 1 POST OFFICE BOX 9253
STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY. 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND COLLEGE STATION, TEXAS 77842
IN LANDSCAPING AREAS, 2" BELOW. EMAIL: civil@rmengineer.com
0 20 B_ SUBGRADE:
40 1. EXISTING TREES, STUMPS, AND LARGE TREE .ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE OFFICE - (979) 690-0329
VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED GUTTER FLOWLINE. FAX - {979) b90-0329
SCALE: 1" = 20' FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS.
S. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. SURVEYOR
KER2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE
CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK 6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND FROM THE 505RCHURCH�STREET
AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA COLLEGE STATION, TX 77841
MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. FOLLOWING PROOF -ROLLING, STANDARDS.
THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS OFF: {979) 26$-3195
DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM 7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR FAX: (979) 691-8904
MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 SQ.FT. ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH
EXISTING GROUND ELEVATIONS & STRUCTURES.
3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER
- PAVEMENT AREAS ONLY, AS LONG AS THE PI IS LESS THAN 35 AND THE MATERIAL IS FREE FROM 8. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO
TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. NOT SCALE CONSTRUCTION DRAWINGS),
I4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW 9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE
PLASTICITY (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR
WEIGHT). BETTER.
5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND
�-'3 CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND
T/G=327.98 FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). WIDTH VARIES
I 6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20)
III SHALL BE STABILIZED WITH TYPF A HynPATFfI i ieef7 /ADDDn VIKAAr I -
WN
T/G=327.80
a
U o_ _
FH o - > o
T
/C-327.74 T/G=32x7 81 T/G=328.20 z - w
cl�xy 0-50%
�� -- 066 a �1=Y�c�
-i � 0.79% ' > ¢
/I-,__ 2.40% D �\F � i I a o 0 m0 E5 CL
m
_-r yrs �O T/C=327.95 32 r� L- un o
5 C;
o �° ® O 4' WIDE SIDEWALK o os (� �w o w
z �''� LEAVE -OUT T/C=3,7.24 kr� ^�- -� o �,
o w J -��
o o w f WIER #2 T f G=328.30 W / z z o
M w T/G=327.75 ,
0`Zm�N !!a
cn of
O _j U) I r
�Q Ow C,
0 uj
z �o
0
Odi
'
I,
N
DRAINAGE SWALE
(TYPICAL) I
r
� e
.0
i�
e :s
Z
T/G=327.75
CONCRETE WIER #3
FL= 326.90'
EXISTING PRIVACY
WOOD FENCE
T/G=327.75 A 1.80% 0
T/C=327.7 4 _ T/C=327.92 O T/G=328.30 o
w
11 ` o
FF=328.25' Y o�o� FF=32 .80'
' o Q o M T/G=328.27
- w o :�N Ln
u
FF- 328.25Ci
I Q / w
FF-
.80 -1
d -
MAINTAIN 2.00% (MAX) , , f`
# w
CROSS -SLOPE (IN ALL [ JIr-
DIRECTION) IN H/C / T/C=327.70
�l d'
PARKING SPACES &
PEDESTRIAN AISLE
o _
T/C=327.74
FF= 328.25'
T/C= 328.11
FFA -328.25'
T/C=327.61
A
�1I
>>,I DETENTION
POND
FT
T/C=328.11
Ln
T/C=328.11
0.50%
DRAINAGE _
DIVIDE
T/G=327.75
FF=32 :80' �° i
T/C=327,-74Cn
(7� o
e T/ G= 28.45
1
T/G=328.30 4' WIDE CONCRETE
3�s DRAINAGE FLUME
y -
K
0.50% 4 S-1 DEW AL
0.50%
rJ T/C- 328.46
T/C= 328.14
T/C=328.22
@
B.O.C.
T/C=328.03
4' WIDE CONCRETE - -
0
DRAINAGE FLUME
o
1.00%_ T/C=327.86 ---"
.87
0.50%
r 328 =_ ,.,. .,� .....-�-..."
Ll
S 40 52' 25" W -- 213.07'
NOW OR FORMERLY
COMMONWEALTH AUSTIN CH, L.P.
LOT 4A, BLOCK 1
MELROSE SUBDIVISION
(VOLUME 6702, PAGE 38)
0.50%
FT/C=328.52
001r
T/ =328.60
.00
3/8" I.R.F.
WIER NOTA
WIERS SHALL BE FORMED AS SPECIFIED,
AND CENTERED IN THE SIDEWALK
LEAVE -OUT, LOCATED ALONG THE CURB
PROJECTION.
48"
36" ,, I
• _i 1
_ WEIR #1
30"
WEIR #2
- - -- .. _... �.�.�... \, u i i....,.,,Yii'1 I - I V10 u 1 vvGlurl 11'
DRAINAGE SWALE
(TYPICAL)
7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM
MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY ASTM D698. CURB
7"
.1
ARK
DATE
DESCRIPTION
/® COMPLETE
Wcn
x
LAYDOWN L 6„
8. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT (1 �
TEST PER 5,000 SQ.FT. OF FILL AREA). (�
NOT ��R
EXISTING PRIVACY
W000 FENCE
r
9. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT
MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD
SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO.
260 FOR LIME TREATMENT AND ITEM N0. 265 FOR FLY ASH.
10. THE SUBGRADE SHALL BE STABILIZED THREE FEET (3') BEYOND THE BACK OF CURB OR EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
CONSTRUCTION
REVUE ONLY
02I�11/a8
W
11, COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR TYPICAL CONCRETE
EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA). CURB & GUTTER
„
T/G=327.80
a
U o_ _
FH o - > o
T
/C-327.74 T/G=32x7 81 T/G=328.20 z - w
cl�xy 0-50%
�� -- 066 a �1=Y�c�
-i � 0.79% ' > ¢
/I-,__ 2.40% D �\F � i I a o 0 m0 E5 CL
m
_-r yrs �O T/C=327.95 32 r� L- un o
5 C;
o �° ® O 4' WIDE SIDEWALK o os (� �w o w
z �''� LEAVE -OUT T/C=3,7.24 kr� ^�- -� o �,
o w J -��
o o w f WIER #2 T f G=328.30 W / z z o
M w T/G=327.75 ,
0`Zm�N !!a
cn of
O _j U) I r
�Q Ow C,
0 uj
z �o
0
Odi
'
I,
N
DRAINAGE SWALE
(TYPICAL) I
r
� e
.0
i�
e :s
Z
T/G=327.75
CONCRETE WIER #3
FL= 326.90'
EXISTING PRIVACY
WOOD FENCE
T/G=327.75 A 1.80% 0
T/C=327.7 4 _ T/C=327.92 O T/G=328.30 o
w
11 ` o
FF=328.25' Y o�o� FF=32 .80'
' o Q o M T/G=328.27
- w o :�N Ln
u
FF- 328.25Ci
I Q / w
FF-
.80 -1
d -
MAINTAIN 2.00% (MAX) , , f`
# w
CROSS -SLOPE (IN ALL [ JIr-
DIRECTION) IN H/C / T/C=327.70
�l d'
PARKING SPACES &
PEDESTRIAN AISLE
o _
T/C=327.74
FF= 328.25'
T/C= 328.11
FFA -328.25'
T/C=327.61
A
�1I
>>,I DETENTION
POND
FT
T/C=328.11
Ln
T/C=328.11
0.50%
DRAINAGE _
DIVIDE
T/G=327.75
FF=32 :80' �° i
T/C=327,-74Cn
(7� o
e T/ G= 28.45
1
T/G=328.30 4' WIDE CONCRETE
3�s DRAINAGE FLUME
y -
K
0.50% 4 S-1 DEW AL
0.50%
rJ T/C- 328.46
T/C= 328.14
T/C=328.22
@
B.O.C.
T/C=328.03
4' WIDE CONCRETE - -
0
DRAINAGE FLUME
o
1.00%_ T/C=327.86 ---"
.87
0.50%
r 328 =_ ,.,. .,� .....-�-..."
Ll
S 40 52' 25" W -- 213.07'
NOW OR FORMERLY
COMMONWEALTH AUSTIN CH, L.P.
LOT 4A, BLOCK 1
MELROSE SUBDIVISION
(VOLUME 6702, PAGE 38)
0.50%
FT/C=328.52
001r
T/ =328.60
.00
3/8" I.R.F.
WIER NOTA
WIERS SHALL BE FORMED AS SPECIFIED,
AND CENTERED IN THE SIDEWALK
LEAVE -OUT, LOCATED ALONG THE CURB
PROJECTION.
48"
36" ,, I
• _i 1
_ WEIR #1
30"
WEIR #2
WEIR...Q
WIER DETAILS
N.T.S.
PLAN VIEW
" "
,\ 24 #3 DOWELS ®12 O.C.
#3 BARS ® 12" O.C.E.W.
aa.
TYPICAL CONCRETE
CURB & GUTTER
CROSS SECTION
24" (IF REQ.)
4
1�
3/4" GALVANIZED
PLATE w/NON-SLIP
SURFACE - BOLTED
TO SIDEWALK (3 EACH
SIDE -SPACED EVENLY)
TYPICAL CONCRETE
CURB & GUTTER
N. T. S.
8'-0" (MIN)
�wz
a_
O>cfl
5
�1
��MIN.) \--BLOCK SOD ALL EXPO
GRADED AREAS FOR
CONSTRUCTION OF
DRAINAGE SWALE DRAINAGE SWALE
N.T.S.
(DISTANCE VARIES)
TYPICAL CONCRETE
SIDEWALK
3/4" 3/4"x3"
GALVANIZED GALVANIZED
PLATE BOLT
f ---3" LAP
TYPICAL
CONCRETE
SIDEWALK
CROSS SECTION
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.
SED
9,.
Q
7"
.1
WEIR...Q
WIER DETAILS
N.T.S.
PLAN VIEW
" "
,\ 24 #3 DOWELS ®12 O.C.
#3 BARS ® 12" O.C.E.W.
aa.
TYPICAL CONCRETE
CURB & GUTTER
CROSS SECTION
24" (IF REQ.)
4
1�
3/4" GALVANIZED
PLATE w/NON-SLIP
SURFACE - BOLTED
TO SIDEWALK (3 EACH
SIDE -SPACED EVENLY)
TYPICAL CONCRETE
CURB & GUTTER
N. T. S.
8'-0" (MIN)
�wz
a_
O>cfl
5
�1
��MIN.) \--BLOCK SOD ALL EXPO
GRADED AREAS FOR
CONSTRUCTION OF
DRAINAGE SWALE DRAINAGE SWALE
N.T.S.
(DISTANCE VARIES)
TYPICAL CONCRETE
SIDEWALK
3/4" 3/4"x3"
GALVANIZED GALVANIZED
PLATE BOLT
f ---3" LAP
TYPICAL
CONCRETE
SIDEWALK
CROSS SECTION
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.
SED
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N.T.S.
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: 0325GPIA I SCALE: 1 "=20'
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 � OF 11
LUTHER ST. WEST
(VARIABLE WIDTH RIGHT-OF-WAY)
CONTRACTOR TO INSURE
POSITIVE DRAINAGE IN
THIS AREA
PROJECT BENCHMARK:
BOX CUT IN BACK OF CURB ON THE
SOUTHEASTERLY SIDE OF LUTHER STREET
WEST, NEAR THE NORTH CORNER OF THE
SUBJECT TRACT.
ELEV. = 328.67' (NAVD 88)
T/C= 327.27
T/Pw326.48
MATCH NEW PAVEMENT
TO EXISTING PAVEMENT
ELEVATION & GRADE FLUSH
MAINTAIN 2.00% (MAX.)
CROSS -SLOPE THROUGH
SIDEWALK PROJECTION
T/C=327.69
T/PN 327.21
0.97%
6' S
cli
TBM 1:
ELEV.=328.67'
6' SIDEWALK N i AGE '`- N 430 54' _51" E - 221.11
- LP= _ 4' WIDE SIDEWALK-
-`�� 2.50%0, T/ G=327.71
- - - -- - 4-.... LEAVE -OUT T/C=327.38 B.O.C.
3.00% @
r
0.50q "" $,1�C. 2.15% @
--__ B.O.C. T/C=327.38
NOW OR FORMERLY 1 050%
JERRY C. NOVOSAD AND
WIFE, SANDRA NOVOSAD
LOT 1, BLOCK 1 T/G=326.60
NOVOSAD ADDITION 00
(VOLUME 7597, PAGE 279) (` I
UO '
1
CONTRACTOR TO
INSURE POSITIVE
DRAINAGE IN 04
THIS AREA
d'
d- I
T/G=325.85 z
QMH i
\32�
I
0
tn
Ci
T/G=326.20
w
T/G=326.60
15 I
FF=327.75'
14
t
FF=327.75' I
FF=327.75' /
13 /
F-=27.75'
� 12
T/G=327.25
T/G=327.25
GRADING LEGEND
0.50%
DRAINAGE DIRECTIONAL ARROW
T/P=100.00
TOP OF PAVEMENT
T/C=100.00
TOP OF CURB
T/W=100.00
TOP OF WALL
T/G=100.00
TOP OF GROUND OR GRATE
LUTHER ST. WEST
(VARIABLE WIDTH RIGHT-OF-WAY)
CONTRACTOR TO INSURE
POSITIVE DRAINAGE IN
THIS AREA
PROJECT BENCHMARK:
BOX CUT IN BACK OF CURB ON THE
SOUTHEASTERLY SIDE OF LUTHER STREET
WEST, NEAR THE NORTH CORNER OF THE
SUBJECT TRACT.
ELEV. = 328.67' (NAVD 88)
T/C= 327.27
T/Pw326.48
MATCH NEW PAVEMENT
TO EXISTING PAVEMENT
ELEVATION & GRADE FLUSH
MAINTAIN 2.00% (MAX.)
CROSS -SLOPE THROUGH
SIDEWALK PROJECTION
T/C=327.69
T/PN 327.21
0.97%
6' S
cli
TBM 1:
ELEV.=328.67'
6' SIDEWALK N i AGE '`- N 430 54' _51" E - 221.11
- LP= _ 4' WIDE SIDEWALK-
-`�� 2.50%0, T/ G=327.71
- - - -- - 4-.... LEAVE -OUT T/C=327.38 B.O.C.
3.00% @
r
0.50q "" $,1�C. 2.15% @
--__ B.O.C. T/C=327.38
NOW OR FORMERLY 1 050%
JERRY C. NOVOSAD AND
WIFE, SANDRA NOVOSAD
LOT 1, BLOCK 1 T/G=326.60
NOVOSAD ADDITION 00
(VOLUME 7597, PAGE 279) (` I
UO '
1
CONTRACTOR TO
INSURE POSITIVE
DRAINAGE IN 04
THIS AREA
d'
d- I
T/G=325.85 z
QMH i
\32�
I
0
tn
Ci
T/G=326.20
w
T/G=326.60
15 I
FF=327.75'
14
t
FF=327.75' I
FF=327.75' /
13 /
F-=27.75'
� 12
T/G=327.25
T/G=327.25
k -i T/G=327.98
V,
ro
0
DRAINAGE SWALE
(TYPICAL)
' EXISTING PRIVACY
/ Y WOOD FENCE
a
0.50%
FF=3
4' WIDE CONCRETE
I x
___ Ln
EMAIL: civil@rmengineer.com
/ 0 0
CONCRETE
1
®
DRAINAGE FLUME
T/C=328.11 � .50%
°�°�°-
�
1 T/C=328.11
DRAINAGE FLUME
IN LANDSCAPING AREAS, 2" BELOW.
\ O
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE
VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED
0.50%
DRAINAGE
w/WIER #1
2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE
o II FFA -328.25'
/
` �w'°�
T/C=328.14
0
0
T/C=326.88 T/C=327.21
T/G=327.75
` FF=32
.70'
DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM
O
___
0
T/C= 328.22
1
T/C=327.85 i
8 SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO
1.04% @
B.O.C.
2008. IT IS NOT TO BE USED
!
0
T C=327.38
1
T/C= 327.38
8.70
,
S�
4' WIDE
+0.72% N
T/G=328.20
T/C=328.52
j
/
DRAINAGE �
�w
T/C=327.54
0
6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20)
w_
T- Ld
QJ0 Ld
p 0J
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jT�/C=327.69
T/G=328.08
0
W
FI MANAGEMENT
WOOD FENCE I 1.00%
FH T/C=327.74 T/C=327.81:
7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
OFF: (979) 314-1333
T/G=328.20
050% C
FF=32
.70'
DRAWN BY: A.J.B.
[7
POND
/
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
/C=328.60
C1 ■ 2
k -i T/G=327.98
V,
ro
0
DRAINAGE SWALE
(TYPICAL)
' EXISTING PRIVACY
/ Y WOOD FENCE
�- 0.79% 2.40%Fm]
�/ qC �►
T/C=327.95 `32 j�
v 00 ® Q If 4' WIDE SIDEWALK o
} o
rn
T T/C=327.24
w 0>< -n Lw/WIER #2 _ T/G=328.30 W
W Ono -
W -I 0 T/G-327.75
<mm L 1.80% rJ
o Q m Ln o ' q T/G=327.75 T/C=327.78 T/C=327.92 O T/G=328.30
N O
o��WC LO
< o 2 � M 11 FF=3 8.80
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I FF=328.25' J o osog o ! o I M T/G=328.27
b\
I I I 'n o "
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I I FF= 328.25' a o00
! I W
(I 0 N I �3 -- _�
ui v I FF / 8.80'
DRAINAGE SWAN I MAINTAIN 2.00% (MAX.)
LE I
(TYPICAL) 1 I CROSS -SLOPE (IN ALL o T/C=327.70
DIRECTION) IN H/C 1 Ln d.
PARKING SPACES &
` I PEDESTRIAN AISLE T/C=327.74 fF=3 8.80' CID
to
1 /
T/G= 328.45 _
a
z00
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�1=�-0
w�0><
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O< M:DN
(no
ofF<EU�
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0
0
0
d- T/C=327.74 "' T/G=34' WIDE CONCRETE
I 28.30
DRAINAGE FLUME
fF=328.25'
a
W
FF=3
8.70'
I x
___ Ln
EMAIL: civil@rmengineer.com
/ 0 0
2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM
1
®
SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR.
T/C=328.11 � .50%
°�°�°-
�
1 T/C=328.11
STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY.
IN LANDSCAPING AREAS, 2" BELOW.
B. SUBGRADE:
1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED.
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE
VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED
0.50%
DRAINAGE
I
2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE
o II FFA -328.25'
/
` �w'°�
T/C=328.14
0
0
1 /
T/G=327.75
THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS
NOT FOR
DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM
O
___
ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH
T/C= 328.22
1
T/C=327.85 i
8 SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO
1.04% @
B.O.C.
2008. IT IS NOT TO BE USED
!
CONCRETE WIER #3 1
T C=327.38
1
FP 3
8.70
,
FL=326.90 ' i .�.1/l�v� �� �•
4' WIDE
+0.72% N
T/G=328.20
T/C=328.52
j
/
DRAINAGE �
® uj W CK
T/C=327.54
0
6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20)
w_
T- Ld
QJ0 Ld
p 0J
�U _j0
jT�/C=327.69
T/G=328.08
0
W
FI MANAGEMENT
WOOD FENCE I 1.00%
FH T/C=327.74 T/C=327.81:
7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
OFF: (979) 314-1333
T/G=328.20
050% C
66%
�- 0.79% 2.40%Fm]
�/ qC �►
T/C=327.95 `32 j�
v 00 ® Q If 4' WIDE SIDEWALK o
} o
rn
T T/C=327.24
w 0>< -n Lw/WIER #2 _ T/G=328.30 W
W Ono -
W -I 0 T/G-327.75
<mm L 1.80% rJ
o Q m Ln o ' q T/G=327.75 T/C=327.78 T/C=327.92 O T/G=328.30
N O
o��WC LO
< o 2 � M 11 FF=3 8.80
O
wj-jD N
z zmo Anl
I FF=328.25' J o osog o ! o I M T/G=328.27
b\
I I I 'n o "
� ' 1
I I FF= 328.25' a o00
! I W
(I 0 N I �3 -- _�
ui v I FF / 8.80'
DRAINAGE SWAN I MAINTAIN 2.00% (MAX.)
LE I
(TYPICAL) 1 I CROSS -SLOPE (IN ALL o T/C=327.70
DIRECTION) IN H/C 1 Ln d.
PARKING SPACES &
` I PEDESTRIAN AISLE T/C=327.74 fF=3 8.80' CID
to
1 /
T/G= 328.45 _
a
z00
>-z -Ow
�1=�-0
w�0><
��0F,
O< M:DN
(no
ofF<EU�
�do
��
z3:_jW
z�o
0
0
0
d- T/C=327.74 "' T/G=34' WIDE CONCRETE
I 28.30
DRAINAGE FLUME
fF=328.25'
a
T/C=328.11 u
-
1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION
z I I
___ Ln
EMAIL: civil@rmengineer.com
4 SIDEWALK
2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM
1
®
SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR.
T/C=328.11 � .50%
°�°�°-
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND
1 T/C=328.11
STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY.
IN LANDSCAPING AREAS, 2" BELOW.
B. SUBGRADE:
1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED.
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE
VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED
0.50%
DRAINAGE
FT/C=328.46
2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE
o II FFA -328.25'
CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK
` �w'°�
T/C=328.14
BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA
1 /
T/G=327.75
THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS
NOT FOR
DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM
T/G= 327.75 2 T/C= 327.61
___
ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH
T/C= 328.22
1
�`'>
8 SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO
1.04% @
B.O.C.
2008. IT IS NOT TO BE USED
!
CONCRETE WIER #3 1
4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW
9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE
T/C=328.03
DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR
FL=326.90 ' i .�.1/l�v� �� �•
4' WIDE
CONCRETE - -
q
z
T/C=328.52
a
/
DRAINAGE �
® uj W CK
Qy0
0
6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20)
w_
T- Ld
QJ0 Ld
p 0J
�U _j0
0
EXISTING PRIVACY LI
w
0
CLIENT INFORMATION
FI MANAGEMENT
WOOD FENCE I 1.00%
T/C=327.86
7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
OFF: (979) 314-1333
FAX: (979) 216-1586
I DETENTION
<
I SCALE: 1"=20'
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
POND
/
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
/C=328.60
I { _---- 0'80
C=327.87. --C} -
% a
'".r.�---�""" 3"•`J, rZ�» w - 213 .0%' 3/8" I.R.F.
_ _ - s 40
NOW OR FORMERLY
COMMONWEALTH AUSTIN CH, L.P.
LOT 4A, BLOCK 1
MELROSE SUBDIVISION
(VOLUME 6702, PAGE 38)
EARTHWORK NOTES:
GRADING NOTES:
A. GENERAL:
1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.00% SLOPE SO
1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION
THAT NO PONDING OCCURS.
AND RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL
EMAIL: civil@rmengineer.com
MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS.
2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM
SURVEYOR
SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR.
2. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS,
COLLEGE STATION, TX 77841
PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND
3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND
STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY.
IN LANDSCAPING AREAS, 2" BELOW.
B. SUBGRADE:
1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED.
4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE
VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED
GUTTER FLOWLINE.
FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS.
5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED.
2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE
6. THE CONTRACTOR SHALL INSURE THAT ALL ENTRANCES AND ACCESSIBLE PATHS, TO AND FROM THE
CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK
AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE,
BUILDING, TO DESIGNATED H/C PARKING SPACES MEET ALL TEXAS ACCESSIBILITY CODES AND ADA
MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. FOLLOWING PROOF -ROLLING,
STANDARDS.
THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS
NOT FOR
DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM
7. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR
MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 SQ.FT.
ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH
THIS DOCUMENT IS RELEASED
EXISTING GROUND ELEVATIONS & STRUCTURES.
3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER
8 SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 4:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO
PAVEMENT AREAS ONLY, AS LONG AS THE PI IS LESS THAN 35 AND THE MATERIAL IS FREE FROM
2008. IT IS NOT TO BE USED
TRASH, LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER.
NOT SCALE CONSTRUCTION DRAWINGS).
4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW
9. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE
PLASTICITY (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY
DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR
WEIGHT).
BETTER.
5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND
q
z
CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND
WIDTH VARIES
FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT).
® uj W CK
Qy0
_ _ (,� <
�a
6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20)
w_
T- Ld
QJ0 Ld
p 0J
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SHALL BE STABILIZED WITH TYPE A HYDRATED- LIME (APPROXIMATELY 6% BY WEIGHT).
w
0
CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS,
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325GPlA
I SCALE: 1"=20'
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM
FIELD BOOK: 9
PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
C1 ■ 2
MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY
p
AS DETERMINED BY ASTM D698.
CURB
LAYDOWN
a
<
6"
8. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT (1
C-9
TEST PER 5,000 SQ.FT. OF FILL AREA).
9. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT
MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD
SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO.
260 FOR LIME TREATMENT AND ITEM NO. 265 FOR FLY ASH.
10. THE SUBGRADE SHALL BE STABILIZED THREE FEET (S) BEYOND THE BACK OF CURB OR EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
11. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR
TYPICAL CONCRETE
CURB & GUTTER
EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA).
PLAN VIEW
24" #3 DOWELS 0 12" O.C.
#3 BARS @ 12" O.C.E.W.
,a
04
TYPICAL CONCRETE
CURB & GUTTER 611
CROSS SECTION
CONCRETE DRAINAGE FLUME
N.T.S.
24" (IF REQ.)
WIER NOTE:
WIERS SHALL BE FORMED AS SPECIFIED,
AND CENTERED IN THE SIDEWALK
LEAVE -OUT, LOCATED ALONG THE CURB
PROJECTION.
48"
36" i !
WEIR #1
30"
920
WEIR #2
7"
WEIR #3
WIER DETAILS
N.T.S.
rm
3/4" GALVANIZED
PLATE w/NON-SLIP
SURFACE - BOLTED
TO SIDEWALK (3 EACH
SIDE -SPACED EVENLY)
TYPICAL CONCRETE
CURB & GUTTER
8'-0" (MIN)
EXISTING
GRADE
1
24" (MIN.) \-BLOCK SOD ALL EXPOSED
GRADED AREAS FOR
CONSTRUCTION OF
DRAINAGE SWALE
DRAINAGE SWALE
N.T.S.
TYPICAL CONCRETE
SIDEWALK
3/4"
GALVANIZED
PLATE-�
I
3/4"x3"
GALVANIZED
BOLT
I----3" LAP
TYPICAL If
CONCRETE
SIDEWALK
CROSS SECTION
LLn . V V V I
(DISTANCE VARIES)
SIDEWALK LEAVE -OUT DETAIL
N.T.S.
ms's
� r
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
PLAN
i
DATE
DESCRIPTION
95% COMPLETE
NOT FOR
CONSTRUCTION
EVI O L
02/11108
CURB & SIDEWALK
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF INTERIM
REVIEW UNDER THE AUTHORITY
OF RABON A. METCALF, P.E.
TYPICAL CONCRETE
SIDEWALK
3/4"
GALVANIZED
PLATE-�
I
3/4"x3"
GALVANIZED
BOLT
I----3" LAP
TYPICAL If
CONCRETE
SIDEWALK
CROSS SECTION
LLn . V V V I
(DISTANCE VARIES)
SIDEWALK LEAVE -OUT DETAIL
N.T.S.
ms's
� r
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
pARK
DATE
DESCRIPTION
95% COMPLETE
NOT FOR
CONSTRUCTION
EVI O L
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.
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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: 0325GPlA
I SCALE: 1"=20'
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
C1 ■ 2
1 SHEET 30F 11