HomeMy WebLinkAboutAggieland Fitness Cntr 05
~
40 20 0
SCALE IN FEET
I
40
l'
,
LEGEND - EROSION CONTROL
---------- SILT FENCE
PROFILE SCALE
1" = 40' HORZ~
1" = 4' VERT. I
288
EXISTING
280
--
--
GRADE DITCH
TO DRAIN
-1 +00
SHADED AREA REPRESENTS LIMIT
OF PROPOSED DRIVEWAY PAVEMENT
WITHIN THE R.O.W.
1
EXISTING PAVEMENT
27" X 54' RCP 1
MA TCH EXISllNG .
PAVEItA~NT
STATE HIGHWAY NO.6
TWO WAY TRAme FRONTAGE ROAD
Al/ERAGE WIOTl-i 3Q'f:
<-
~
i
Horizontal A1i9nment PI Station Report.
Desc: 2r CULVERT
PI station Northin9 Eastin9 Distance Direction
---------------------------------------------------------------- 1.
-0+05
10706.6885
979.9930
PROPOSED 11,990 S. F .
DO~ STRUCTURE
;. 286.00
-H
STRUCTURAL
BACKFILL;
13.??oo S 31-40-19 E
0+08
10695.6246
983.8187
S.E.T. P~R TXDOT
SPECIFIQA TlONS
54.??oo
S 31-40-19 E
--
0+62
10649.6669
1012.1717
13.??oo
S 31-40-19 E
0+75
10638.6030
1018.9974
NOTE:
TOPOGRAPHY SHOWN IS FROM
FIELD SURVEY DATA.
CONCRETE SAfETY
END TREATMENT ~ ~f~~-W
~,,~"-1 ",,-:-.-::-
,~~,.. ..C, ...
.. . .~.--
i
<-
l'
l'
..~
J
I
S.8.T. PER TXDOT
pPECIFICA TIONS
DESIGN GRADE
GRADE DITCH Tb
MATCH CULVERt
FLOWLINE
CUL VER~ NO.1,
54 LF
27"". Ref ...
@ 0.50%
0+00
<"!
to
N
1 +00
PROFILE - 27" CULVERT AT STATE HIGHWAY 6
PROFllLE SCALE
1" 40' HORZ~
1" ~ 4' VERT. rRTxg~~--j
"+
~ELECTRICAL EASEM
VOL. 627. PG. 723
20' P.U.E.
VOL. 589, PG. 191
& VOL. 578. PG. 339
6" CONCRETE
LICK CREEK
PHAS
LOT 1 BLOCK
288
VHASE LINE
I
I
I
I
I
I
288
---'-
280
6"
280
MA TdH ExiSTING
PAVEjMENT
PROFILE OF DRIVEWAY ENTRANCE
NOTE:
EXISTING GROUND PROFILE SHOWN IS
BASED ON FIELD SURVEY DATA.
NOTE: ,
1. CULVERT TO BE REINFORCED
CONCRETE PIPE, ASTM C 76,
CLASS III
2. REFER TO DETAILS ON THIS
SHEET FOR EMBEDMENT & BACKFILL
DETAILS.
3. REFER TO SHEET C5 FOR HORIZONTAL
CONTROL DATA.
STAKES-6' SPACING OR
"T" POSTS-10' SPACING
WIRE FENCING TO
PROVIDE SUPPORT
TO FABRIC
SILT FENCE FABRIC
BURY BOTTOM FLAP
12" MIN. DEPTH
SILT FENCE
NTS
THE TRENCH BOTTOM SHAll BE
GRADED SO AS TO PROVIDE UNWORN
AND CONTINUOUS SUPPORT FOR THE
PIPE BARREL BElWEEN Bill HOLES.
288
280
GRADING AND PAVEMENT CONSTRUCTION NOTES
ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHAlL HAVE A MINIUUM 28-DAY
COURESSlVE STRENGTH OF 3000 PSI WITH A UINIUUU CEUENT CONTENT OF 5 SACKS
PER CUBIC YARD. THE UAXlUUU PERCENTAGE OF FLY ASH REPLACEUENT OF POR1l..AND
CEUENT SHALL BE 20 PERCENT.
2.
REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI).
THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE L1UE STABLlZED TO A MINIUUU
DEPTH OF 6-. THE AUOUNT OF L1UE TO BE ADDED TO THE SOIL IS APPROXIUA TEL Y 6%
OF THE DRY WEIGHT OF THE SOIL THE llUE STABILIZED SOIL SHALL BE UIXED TO
PROVIDE A HOUOGENEOUS UIXTURE WHICH UEETS THE GRADATION REQUIREMENTS
SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD
SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES, ITEU 260,
WITH THE ADDITIONAL REQUIREUENT THAT A UIUIUUU OF 60% OF THE SOIL PASS THE
NO.4 SIEVE PRIOR TO COUPACTlON. THE L1UE STABILIZED SOIL SHALL BE COUPACTED
TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERUINED BY
ASTM D698 AT A UOISTURE CONTENT OF 2% BELOW OPllUUU TO 2% ABOVE OPTlUUU
UOISTURE CONTENT. THE L1UE USED TO SfABILlZE THE SOIL SHALL UEET THE
REQUIREUENTS OF TXDOT ITEU 264. "L1UE AND SLURRY."
3.
VICINITY MAP
N.T.S.
PIPE
6" MIN.
6"
@ SElECt MATERlAl
@ (MANlJALLy CONSOUDATE
AT Ot>nMUM MOISTURE)
@ (SPAOE BY UFTS INTO PlACE.
TO FILL ALL VOIDS AROUND
PIPE. MANUAllY CONSOUDATE.)
BEDDING AND BACKFILL FOR
STORM SEWER PIPE
STRUCTURAL AREAS
UATERIAlS FOR EUBEOUENT - KEY
@ SELECT MATERlAl
MATERtAL EXCAVATED FROM THE DITCH WHl().l IS FREE OF
ROCKS, LUMPS, CLODS, OR DEBRIS lARGEJ1 THAN 'TWO (2)
INCHES IN THE lARGEST DIMENSION. COMI>ACTlON OF M
MATERtAL SHAll BE TO AT LEAST 90s OFfHE MAX. DRY
0ENSllY AS DETERMINED 8"l" ASlloI 0-698 !,T A MOISTURE
CONTENT OF -2 BELOW TO HX ABOVE TI1E ClPTIMUM MOISTURE
CONTENT OF THE MATERIAL.
@ GRANUlAR MATERlAl
MATERtAL SHAll BE BANK RUN SAND WHlCli IS FREE
OF OE:'IRIMENTAL QUANTIT1Es OF ClAY, DEBflIs, OR ORGANIC
MATERtAL AND WHICH WHEN TESTED 8"l" ST-'"DARD
l.ABORATORY ...E'r'HOOS, ...EfT THE FOUOW\NG REOUIREMENTS:
WAXlW... LIQUID UAollT 45
t.tAXIlotUM PI.ASTICIlY INDEX 1 5
WAXIMIJM PERCENT PASSING NO. 200 SIEVE 15
lMNIWW PERCENT PASSING 3/4" SIEVE 100
@ CEMENT STA8IUZEO SAND
THE MATERtAL SHAll BE GRANUlAR MA~ loIEETING THE REQIJIREMENTS
OF MATERtAL "8" A8O\/E lMXEO wm-t ~ CEMENT AND DESIGNED TO
PRODUCE A lMNIMtAf UNCONFlNED ~ STRENGTH OF 50 PSI IN 48
HOURS AND 100 PSI IN 7 DAYS WHEN C<>ao1PACTEO TO 95J1; DENSITY IN
ACCORDANCE WITH ASTl.f D558 AND CURED AND TESTED IN ACCORDANCE WITH
ASlloI 01632 AND ASTl.f 01633. THE CEMEIlr -SAND lMXTURE SHALl.. BE
COMPACTED IN 8" urn AT OR NE'AR OPTlAofUw t.fOlST\JRE CONTENT.
F1ELD lMXING OF CEMENT STA8IUZEO SANO IS ACCEPTABlE.
SAFETY END TREATMENT DETAILS
CD MINIMUM PIPE RUNNERS REQUIRED PIPE
PIPE PIPE MAXIMUM LENGTH REQUIRED RUNNER SIZES
LD. 'vi ALL 'B' 'D' SLOPE OF
THICKNESS UNIT SINGLE MUL TIPLE NOMINAL O.D. LD.
PIPE PIPE DIA.
12' 6'1 No Yes, for
2' 17' 4'-9' >2 pipes 3' STD 3.500' 3.068'
15' 2-114' 20-1/2' 6'-5' No Yes, for
6.1 >2 pipes 3' STD 3.500' 3.068'
18' 2-112' 24' 6.1 8'-0' No Yes, for
>2 pipes 3' STD 3.500' 3.068'
24' 3' 31' 11'-3' Yes, for
6.1 NQ >2 pipes 3' STD 3.500' 3.068'
30' 3-1/2' 38-1/2' 6'1 14'-8' No Yes 4' STD 4.500' 4.026'
36' 4' 45-1/2' 6.1 17'-11' Yes Yes 4' STD 4.500' 4.026'
42' 4-112' 52-1/2' 6'1 21'-2' Yes Yes 4' STD 4.500' 4.026'
CDD i Mens ion ' D' is bo.sed on ASTM C-76) C lo.ss I I L 1,10. II ' B' th i ckness.
thickness is used) diMension 'D' MUSt be o.djusted o.ccordlngly.
If o.ny other wo.ll
GENERAL NOTES:
Preco.st so.fety end treo.tMent for reinforced concrete pipe Mo.y be used
for TYPE II end treo.tMent o.s speCified In IteM 'So.fety End Treo.tMent'.
Mo.nufo.cture of this product sho.l[ conforM to requireMents of
IteM 'So.fety End Treo.tMent' except o.s noted below:
A. M i n I MUM re i nforc i ng sho. l l be #4 0. t 6' (Gro.de 40>
or #4 o.t 9' (Gro.de 60) eo.ch wo.y or 6 x 6 - 1,112 x 1,112
or 5 x 5 - 1,110 x 1,110 welded wire fo.bric.
B. Concrete for preco.st (steel forMed) sections sho.ll
be C l. ' A'
At the option o.nd expense of the Contro.ctor the next lo.rger size
of So.fety End Treo.tMent Mo.y be furnished; o.s long o.s the 'D'
diMenSion Co.st is tho.t of the required size of pipe.
Pipe Runners o.re designed for 0. tro.versi.ng loo.d of 10)000 Lbs o.t yield
o.s reCOMMended by Reseo.rch Report 280-2F, 'SQfety Treo.tMent of Roo.dside
Po.ro.llel-Dro.lno.ge Structures') Texo.s Tro.nsporto.tion Institute) Mo.rch 1981.
Pipe Runners sho.ll conforM to the reqUireMents of ASTM A53 (Type E or
S) Gro.de B)) ASTM A500 (Gro.de B), or API 5LX52.
All steel COMponents except reinforcing) sho.ll be go.lvo.nized o.fter
fo.br i co. t ion. Go.l vo.n i zing do.Mo.ged dur i ng tro.nsport or construct i on sho. II
be repo.ired in o.ccordo.nce with the speciflco.tions.
So.fet Pi e Runners
( i f requ ired)
~ So.fety Pipe I I
Runner
Unit Length Vo.ries
Eq Spo. 0. t 24' Mo.x
c
~
.
l{)
f=l
E
f=l W
C 0...
~ 0...
II
PLAN c
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.
l{)
I I
1,-
I
w
Q 0... q
.
CD
0...
.
'<T
C
~ 0
l' -0' +>
II .
. 0
(Y)
I
.
p I
.
CD 1- ---
C
L 5'
.
(Y)
CD S lope of 6: 1 or f lo.tter is requ ired
for vehicle so.fety.
Flow line
.
\D
o
+>
6'
.
o
-------
<To be used only when
diMenSion is shown. )
, T I' (5' M i n)
LONGITUDINAL ELEVATION
5' Mln
Relnf tO~1
l' Min cover I
5' Mln
REVIEWED FOR
COMPLIANCE
MAR 2 7
COllEGE A llONj
ENGINEERING .
"."~_~_..~n'_"_,,'
, T l' (5' M I n) END
ELEVATION
~~-~~~~~&_~fI:tS
ISSUE DATE
3-13-03
PROJECT NO.
E072
DRAWN BY
CCS
CHECKED BY
JPS
REVISION
6
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