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qu;;:;-rlty:--iTi.-;--~n.... .f>'"C:'." .,vl ".rtety sho.." ...0.1 ..en.d..led
fo..- 1<1"tt.c.&,._ VOfk An" CO'"PIYI"') with ..",c...""..",,,<1.tio,,,, en<1
r.quir.",."'" of ""51 7.l;n. I . "'......- \C~n ~t.n".c" tar "",,-"err Stock..
'..-olli". he"ilhy. "''lo.."". stock, 'lr<:lwn ,n rec:o'lniz'!<t .......erl" in
aeco,,".nc"..lth'fOod t>orticultu...1 nrillct.lclt.or><! tre. of di......
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d...d Or hi Unn..ll!'!y condition durinq ...... It,ty perla". ".k.
r.pl.."...nte t'llIrl."9 'Jrowth ....On follo..1 9 .nd of ...~~.nty
p.~igd. "pl.e. tr... .nd ."rub. wtlJch ;u. J, t'ID"bU,,1 coMltion
.t ef>d of ".rraftt.)' ""rlotl; "n1.... in Of'Ilnlo~ of .\reh1t.et, it i.
.d"i..bl. to Ut...d ....rr.nty pariotl for . f"ll 'Jro...i"" ".~n.
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of ..etlo". .t 1'-'. 0.1'. to ,'acaiv. .t.k... Pro".". t..".r.1l
.tlCll ltat.. U. lo"'il. "lnJ'1\ ad'Jin. ..ctlon. ..n" Itata. wlth
..nufactu..r', .t.n".r" 9rlln-bl.ck paint.
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'i.ntl".lIe_clull. S"t..Jt propo.ed plant I 119 "hoMull, il'ldlc.tt...
d.t.. for N.:II t~ of land.ca,.. _rt 6ul'l"'J nor..1 ...._. lor
.ueh vo.rk ill II''' of .it.. Correw.ta ...lth .paclHed ..I"ten."ce
peri06. to provi.. 'Iinten.ne. fro. d.te 01 .ubat.nti.1
cO"plttlo.. Onee .eeept.d, raviae 6.te. only.. .HI'...... In
..rlti"4, .ft.r doc~nt.tiOft ot ~a~nl for dal.y.,
'.qln ",Int.nene. .-.e"I.t.ll' .tt.~ pl.ntlng,
"'ainUII'!!!!!, ~uhl ull oth.r ~ ~~_.!. !lnal
h..t in no _.. 1.a.. than701IowUl'll-jiirro,,:
)(1 ".,.. .H.r .......t...tl.l COlIl"I"tIOf\ of plant "q.
"~nt'i" !W.!. ~ .M oUoer E!J.!!Y by pI unl..<), c"ltl".ttng
a -.dl"4" ii"iiUT'r.no~ltli'ftl'_t.. II..ton pl.nti..g
..ue.I". '1'1,..... "111 r.....ir It.t. .n" ,uy ".pport. ..... r"..t
tr... ..ul .lIrub. to rrnp.r ,1'..... or ".,tlc.1 po.itloll ..
'(.quir.... fl..tor. or rapl.c. ........ ..u~pin'l.. 11,1'."..
r"'lulr"" to ..p u-".. MIt .hrub. fr.. ., u'..'ctl .nd .U......
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UltlIU... D'U.r..1II. loc.ticn 01 _....r'l'ou..II utlI1ti.. .....
,.1'1_ ..rlr. 1n . _I' Wliell Iflll ...14 JIlM.lb.\.a ........ .an"
..c.v.t.. _ ~..il'ltl'l, ",.inuh 'I'.... at.ke. ..t bf otllen ...tU
re_..al i. lIIII\.u.ll, ..re." "flOIl by ...rti.. _r-'.
Pyrus caUeryana vnt_ 'ArislOCrnt'. AristoCrat Pear
Container rize: IS gallon
Heigh.t 6' . 8'
Spread: 2' . 3'
Cali~t: 1.1/4"
WAT~k... ~A....l......
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II upi"ly II portion.
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".int.n.IlC.l""t.l'uctlo"," Sub.lt tYP'..rJtt.n Instruction.
r.co...","'ln, ,roc.dur.. to b. ..t.blt.h.d ., O..n.r tor
..int..nanee of 1"I>6.c.... wort for ani full year. SvillIlt prior to
..piration of requir.d _int.n.nCl puied!.).
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Quen;w JUJf1;. Waler Oak
Container ~ize: minimum 15 gallon
Height: 6' . S' \
Spread: I' - 2'
Caliper l-W" minimum
""l.nt..1II !!s! !;I not h.. t".... the ,..rtoe atsta"
1000g.r .. requi... to ..t.blisll _n ."e.J'lUhl. l_..n,
belo..,
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ElIC"V'U~l "h.n condition. detri_...t.l to 1'1I"t gro..th Ir.
.ncounter . ..dl u rubbl. fill. "v.r.. drail\&9I """"Itlon., or
ot>.uueU... _tHy Architect :'I~. pl."th....
.1<'" ~l .1'1\\ or i"Mall ..terl.l. "ull'lnt _....1 pl.nting
....on. l(i"i"""..eh type of l.nflIC.pe wort '(..ulr.". Correl.t.
pllntin, ..lth Ip.cJtl.d _.int......e. ..lI'iod. to pro"ld.
...Jnt.n'nGa fr~ d.t. of .....t...tJ.l caapl.tl~,
Coord!",...lo.. "~1~ L...".. Plant tr... .,1" .hll'ld,. 'fter fl".l
;rseta. .11'I Mt. .JliT"'iad prJor to pl.ntIn; of Ia"".. IInl...
otller..1I. .cc.ptabla to archit.ct. If pl...tl..'lI of tr... ....
'1I~..b. occur. aft.r I...n work. protect It..n '1"'. .... pro.ptly
r.palr """',e to la..". ~...ltinJ trOll planting OflIr.UOOl..
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~_.__. r otllir oper.tion.. .uch .. 1'0111"9, r.,r.ding anll
repl.ntln, .. req..lred to e.tabU.1I a l"OOt~. .cc.pt.ble l...n,
fr.. of .rodl" or bf,r. .1'....
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m.r .tripping. PlI'otect IDd ",ain.t d(")'in,
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.nl! br..ki"" of
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Quercus vitginiana, Live Oak
Container size 1"5 gallon
Ilciaht: 6 ~'
Sptead: ("2.'
Caliper. I-)t" ,..",.,'"WM
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'1'11'." .rut Ihr.."', ""ov1d. frelhly doug tre.. .M shr"b.. Do ~t
pr:;;;; jiilortOd.li..I'Y ...1... otlMrw1.. .pprov.. by Archit.ct.
Do not ba.... 01' bIn.-ti. tr.e. 01' IlIrub. in .ucll ..nn.r II to
d_.g. I:Io&rk. .......Ir. br.nch.. or 6anroy ....tur.1 .h.p., .ro1lld.
prot.cllv, eo".rl". durin, deli...ry. Do ..ot drop b.lled .nd
burl.pope. nod: 6uri". deli".ry.
Deliver l~i. a"d 'IIrubs dt.r flr.p.ruions tor pll..t1n. """.
bien ~ . .d ''''''JiTiii'l j"''''.dhtaly. If planti.., I. da1&)'ed
001" th'" , ho..r. .ft.r "'lhlry, Mt tr... _d _r"bl in .h.",.,
pr'ot.ct fr~ ...nh.r .nd ",cII.nlcd da..... Md ..p rcote _i.t
by Cov.r1", "ith .ulclI, b"ri.p or oth.r acc.pt..bl. "'..n5 of
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01"1' Y con,lit on.
T:wxIium distichum. Bald Cypress
Container size: minimum IS gallon
Heighl: 6' . g'
S1R8lI: J' - 4'
c.,liver. minimum l-I/r caliper
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SPEC!'\&' PIIOJICT lIAIlIlAN'P'T.
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..null.f.ctory ,rowth, .xcept t,)!' "'f.ct.1 ~..lt1." tl'n.. n''lII.ct
by 0."1', .b~.. or "..... hJ oth.r_, or "nu.u.l ph.n...n. or
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tr..r....r.. M.int.11I prot.ctlon .....rin. in.t.li.tion ."...
..1nt....."ee ,....lotIl. Tr..t, t'lr>.ir or ~plac' Il.nag." l.nlllcap..
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Wllan i"'.pect'" la,,"sc,.,. work """'1 not .""..pl,. wlth ~qulr.....t.,
lI'.pl.o. reject." work and COfltl..... Ip.cifi." _I..t....n.... unt.JI
r.1"_"ect.d h,. Archlt.ct a"d found to be .:c."t.bl.. _e.ov.
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Juniperu5 sabina 'Tamariscifolia'. Tam Juniper
Conlainet 5ize: 5 gallon
Height: 12 . 18~
Spn::ad: 18 - 2<l"
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Conlainer size: 5 galion
Height: 18.24"
Spre2U: 18 - U'
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GENERAl. NOTES
1. ALL llA TERIALS NIl CONSTRUCTION lAETHODS OF THE CONTRACT
SHALL BE IS STATED IN TtE: STNIlARD SPECIFICATIONS fOR PUBLIC
WORKS CONSTRUCTION, THE CITY OF COLLEGE STATION, TEXIS,
2, THE CONTRACTOR SHALL VERifY LOCATION ~D ELEVATION OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
3,IN THE EVENT THAT EXISTING UTILITIES SUCH IS WATER, GIS.
TELEPHONE, ELECTRIC, ETC, IAUST BE TAKEN OUT Of SERVICE TO
f ACILIT ATE CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE
TEloI'ORARY UTILITIES TO THE SATISfACTION Of THE OWNER,
ALL UTILITIES REI.tOVED fOR CONSTRUCTION pURPOSES SHALL
BE RESTORED TO LIKE NEW CONDITION ~D PERfORll~CE,
4, IF STREET TRAffIC IS INTERRUPTED, ONE LANE Of TRAffiC SHALL BE
llAlNT A1NED AT ALL TIllES. ALL TRAffIC CONTROL SIGNS, BARRICADES,
AND fLAGGING SHALL BE IN ACCORDANCE WITH THE 1980 TEXIS ll~UAL
ON UNlfORll TRAffiC CONTROL DEVICES, THE CONTRACTOR SHALL BE
RESPONSIBLE fOR TRAffiC CONTROL.
5. THE CONTRACTOR SHALL RESTORE ALL AREIS DISTURBED BY ALL
CONSTRUCTION ACTIVITY TO ORIGINAL CONDITION OR BETTER,
RESTORED AREIS INCLUDE, BUT ARE NOT LllAITED TO TRENCH
BACKfiLL, SIDE SlOPES, fENCES, CULVERT PIPES. DRAINAGE DITCHES,
DRIVEWAYS. PRIVATE YARDS AND ROADWAYS, CONTRACTOR SHALL
INCLUDE RESTORATION IN IIKl PRICES.
6. BROADCIST SEEDING OR HYDROllUlCH SHALL BE APPLIED TO ALL
DISTURBED AREIS,
7, ADEQUATE llEISURES SHALL BE TAKEN TO PREVENT EROSION, IN THE
EVENT THAT SIGNlfIC~T EROSION OCCURS IS A RESULT Of
CONSTRUCTION. THE CONTRACTOR SHALL RESTORE THE ERODED AREA
TO ORIGINAL CONDITION,
8. CONTRACTOR SHALL STRIP TOP SOIL ~ STORE IN DESIGNATED STOCK PILE
AREA IS COORDINATED WITH TtE: OWNER.
9. CONTRACTOR SHALL PROTECT ALL EXISTING TREES. EXCEPT IS NOTED ON
THE PL~S. NO EXCAVATION ALLOWED WITHIN IlRII' LINE Of EXIST, TREES.
10, ROUGH GRADING WILL BE WITHIN 0.1 fT. . OR - Of fiNISHED GRADES
SHOWN ON THE SITE GRADING. UNDER PAVElAENT fINISHED GRADES WILL
BE CONSTRUCTED TO THE TOP Of SUBGRADE,
11. (NOT USED)
12, BACKfiLL fOR STORll DRAIN LINES SHALL BE IN ACCORDANCE
WITH THE CITY ST NIlARD REQUIRElAENTS.
13, THE CONTRACTOR SHALL SUBlAIT SHOP
LOCATING ALL CONSTRUCTION NIl EXP
DETERllINED IN THE fIELD fOR REVIEW
DRAWINGS TO THE ENGINEER
ANSION JOINTS fOR ALL PAVING IS
AND ACCEPT ~CE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE fOR THE STORll WATER POLLUTION
PREVENTION PL~ (SWPPP) REQUIRED fOR THIS PROJECT. THE CONTRACTOR
SHALL PREPARE, II.tPLElAENT ~D llAlNTAIN THE SWPPP IN ACCORD~CE WITH THE
REQUIRElAENTS OF THE CURRENT NPDES GENERAL PERlllT IS DESCRIBED IN THE
fEDERAL REGISTER, PAGES 36489 THROUGH 36519. THE CONTRACTOR SHALL SPECifY
THE PL~ IS A JOINT SWPPP fOR BOTH THE CONTRACTOR AND THE OWNER, THE
OWNER WILL PREPARE THE OWNER'S N,O,I., If' REQUIRED, THE CONTRACTOR SHALL
ALSO BE RESPONSIBLE fOR SUBlMTTING OTHER DOCUlAENTS REQUIRED BY THE
GENERAL PERhMT, INCLUDING THE N,O.T. ALL DOClJI.tENTS SHALL BE SUBlAITTED
ACCORDING TO THE SCHEDULE INOICATED IN THE GENERAL PEF lAIT, I
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PROVIDE TWO (2)
WITH 4' x3' TRAN
SCOPE. NO ADDIT
CONSTRUCTION NOTES:
1. ALL LINE POSTS WILL BE A MINIMUM OF 4" I.D. STP
SCHEDULE 40 GALVANIZED PIPE WITH 10' TALL WINDSCREEN.
CORNER AND GATE POSTS WILL BE 6" I.D. STP SCHEDULE 40
GALVANIZED PIPE. SHOP ORAWINGS WILL BE SUBlllTTED
TO THE ENGINEER & OWNER FOR APPROVAL PRIOR TO CONSTRUCTION.
2. PRIOR TO APPLYING COURT STRIPES. A DRAWING
OF LAYOUT SHAlL BE SUBMITTED TO THE OWNER FOR APPROVAl.
3. REFER TO STRUCTURAL PLANS FOR POST-TENSION
,
REINFORCING DETAILS. THE CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS PREPARED BY THE POST-TENSION
SUBCONTRACTOR FOR APPROVAL PRIOR TO CONSTRUCTION.
NOTE THAT THE PLANS SHOW A BASE BID OF TWO TENNIS
COURTS AND AN ALTERNATE BID ITEM FOR TWO ADDITIONAL
COURTS. THE SHOP DRAWINGS SHALL BE PREPARED IN
ACCOROANCE WITH THE CONTRACTED SCOPE OF WORK.
10' HIGH CHAIN LINK FENCE
TOP
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NOTE' UNJERGROlHl f ACUTIES
THE LOCATION Of lIIIlERGROUNl F .'.CLITIES INDICATED ON THE PLANS IS
T MEN fROM PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO IIAKE ARRANGEllENTS WITH THE OWNERS Of SUCH lIIIlERGROUNO
F ACUTIES PRIOR TO WORKHG IN THE NlE.A TO COIi'RI THEil EXACT
LOCATION Nfl TO IlETERIlINE WHETtf:R _ ADDIT/ONJt. fACUTIES OTIER
THAN THOSE SHOWN ON THE PlANS .....Y BE PRESENT, Ttf: CONTRACTOR
SHALl PRESERVE Nfl PROTECT 1U. lIIIlERGROUNl F ACUTIES.
lNlERGROlNl F ACLITY OWNER T[LEPHCN: N1IlA"AS
TXU GAS CO, (409) 775-8416 (DON FAZZINO)
TXU GAS CO, (800) 344-8377 (LINE LOCATIONS)
ELECTRIC (CITY Of C.S.l (409) 764-3438 <TONY lMCHALSKYl
GTE TElEPHONE (409) 821-4724 (JIIAlIE HOWLEY)
TX EXCAVATION SAfETY SYSTElI (800) 344-8377 (LINE LOCATE)
CITY Of COLLEGE STATION (409) 764-3435 lII<E GARCIA, WATER . SEWERl
TCA CABLE (409) 846-1948 llll(E LAVE!IlER)
QII:lB. CONI ACTS'
COLLEGE STATION I.S,O. (409) 694-5610 lBLL SAVNJE)
CHEATHAII . ASSQC, (ENGINEER) (8147) 548-0696 (EOOlE CHEATHAIIl
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SCALE. l'al0'
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ALL WORK TO CONSTRUCT THE WESTERN TWO COURTS .
(GRADING. CONCRETE. FENCING. STRIPING. ETC.) .
I S AN AL.IEIlIU.I.E.. ITEll. THE l..LIlIf...SIJI F
THIS I~CLUDE COSTS F~c-womr TO~
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INSTALL GATE IN 4'x7'
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CONSTRUCT S'xS' CONC. PAD
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DO NOT CONSTRUCT IF ALTERNATE BID ACCEPTED.
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BASE BID: INSTALL SWING GATE IN 4'x7' OPENING
WITH 4'x3' TRANSOM. SEE TYPICAL.
CONSTRUCT 5' WIDE CONCRETE SIDEWALK
50 THICK. 3.000 PSI CONCRETE @ 28 DAYS WITH #3
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REVISE ELEVATIONS ACCORDINGLY FOR SCOPE OF
WORK TO INCLUDE BASE BID ONLY AS APPROPRIATE.
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COLLEGE STATIO
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REFER TO EROSION CONTROL DETAILS
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EMBEDDING DETAIL
SANDBAG BARRIER
NOT TO SCALE
ANGLE FIRST STAKE TOW~
PREVIOUSLY LJI) BALE ~
::a
TWO REBMS. STEEL PlCl<ETS OR ~ 2- ST MCES...
1 V2' TO 2'" GROUND
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HAY BALE DIKE
NOT TO SCALE
3011 ....
GENERAL NOTES
1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING
THE ADJACENT BALES.
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR
INCHES, WHERE POSSIBLE.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BARS
DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL
BE ANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES
TOGETHER.
4. INSPECITON SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL
BE MADE PROMPTLY AS NEEDED BY CONTRACTOR.
5. BAlES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEfULNESS
SO AS NOT TO BLOCK OR IMPEDE STORM fLOW OR DRAINAGE.
6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF
SIX INCHES.
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EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH
SILT FENCE DETAIL
NOT TO SCALE
SL T FENCE
1. FENCE POSTS SHALL BE STEEL OR 411 X 4" WOOD.
2. FENCE POSTS WtICH SUPPORT THE SL T F'ENCE SHALL BE INST ALLEO ON
A SLIGHT N<<iLE TOWARD THE NmCPATED RUNOf'F SOURCE.
3. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR
MECHANICAL TRENCHER SO THAT THE DOWN SLOPE OF THE TRENCH IS
FLAT AND PERPENDICULAR TO THE ~ OF' FLOW.
4. SLT FENCE SHOUlD BE SECURELY FAS?ENED TO EACH STEEL SUPPORT
POST OR TO WOVEN WIRE, WttCH IS .. TURN ATTACHED TO THE FENCE
POSTS. '
5. INSPECTION StW..L BE ONGOING NtD REPAIR OR REPLACDAENT SHALL BE
MADE PROWPTL Y ItS NEEDED.
8. SI. T FENCE SHALL BE R!MOVED WHEN IT HAS SERVED ITS USEFULNESS,
SO ItS NOT TO ILOCK OR IUPEDE STOR" FLOW OR DRAINAGE.
7. SEoa.ENT TRN-PED BY THS PRACTICE SHJL.L BE DISPOSED Of' IN IH
APPROVED SITE IN A ~ THAT WLL NOT CONTRIBUTE TO
ADOITONAL SLTATION.
8. ACCUMULATED 51. T SHALL BE REUOVED WHEN IT REACHES A DEPTH OF
SIX INCtES IHJ DISPOSED or IN IH N'PROVEO SPOL SITE OR IS IN
No. 8 ABOVE.
DESIGN CRITERIA
1. DRAINAGE IlEA TWO ACRES OR LESS
2. HEIGHT 30 INCH ......U.. HEIGHT MEASURED FROM THE
EXISTING OR GRADED GROUND
J. WATERIN. THE FABRIC SHOULD CONFORM TO THE F'OLLOWING
PROPERTIES, AS DETERMINED BY THE FEDERAL
HIGHWAY ADWINISTRATION TASKFORCE 25
GUIDELINES, IS ME~ IN THE WEN<EST
DIRECTION.
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ItSTM 0 4632
ItST.. 0 4832
ItSY.. D 4751
ItSTM 0 4481
ItST.. 0 4355
mflC
GRAB STRENGTH
GRAB ELONGATION
EQUIVALENT OPENING
SIZE (EOS)
PERMITTIVITY
u. V. RESIST NeE
<500 HRS. EXPOSURE)
AVERAGE ROLL
UlNIUUM VALUE
80 LBS.. 1211'....TE
15:t . 12"/t.tNJ'TE
u.s. SIEVE No. 20
>.01 SEC:'
70X
THE "ULLEN BlmT STRENGTH SHALL BE GREATER THAN 150 p8L THE EDGES
SHALL BE TREATED TO PREVENT UNRAV[UIIG.
4. SUPPORT FENCE POSTS SPACED A MAXIMUM OF SIX F'EET .II'ART,
WOVEN WIRE WLL BE USED TO SUPPORT THE MATERIAL. -
EROSION CONTROL DETAILS
BALED HAY OR STRAW
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ST N<ES C1 V21 TO 2' tI GROUND)
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PLACEMENT FOR BALED HAY
FILTER DAMS
NOT TO SCALE
GENERAL. NOTES
1. BAlES SHALL BE OVERLAPPED AT A MINIMUM OF 2/3 Of A BALE
LENGTH.
2. THE DAM SHALL BE CENTERED OVER THE CENTERLINE OF THE DRAINAGE
CHANNEL /IS SHOWN <1/2 OF THE OVERLAP SPACING).
DESIGN CRITERIA
1. DRAINAGE MEA 1/2 ACRE OR LESS AND THE LENGTH OF THE SLOPE
ABOVE THE DAM IS LESS THAN 200 FEET.
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7-0F'1I:4 r
TEMPOR~\RY CONSTRUCTION
EXIT POINT DETAIL
NOT TO SCALE
CONSTRUCTION NOTES
1. USE CRUSHED STONE - MSHA SIZE No.2 OR MSHTO No. M43, SIZE
No.2.
2. THE ENTRANCE SHALL BE: MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY
REQUIRE DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3. WHEN NECESSARY. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE INTO PUBliC RIGHT-Of-WAY. WASHING SHAlL BE
DONE ON AN MEA ST ABLlZED WITH CRUSHED STONE WHICH DRAINS INTO
AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND BAGS.
GRAVEL, BOARDS OR OTHER ~PROVED METHODS TO PREVENT SEDIMENT
FROM ENTERING ANY S10RM DRAIN, DITCH OR WATER COURSE.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHT-Of-WAY MUST BE REMOVED IMMEDIATELY.
REVIEWED FOR
, C()~A.PLIANff-
JAN 2 4 200""fi'
COLLEGE STATION
ENGINEERING
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'FtUNDAllON SHOWN ON THESE' DRAWINGS HAS BEEN DESIGNED USING ACCEPTED ENGINEERING
PfW=TICES AND IN ACCORDANCE WITH THE CRITERIA FOR saECTlON AND DESIGN OF
RtSIDENTIAL SLABS-oN-GRADE. 'DiE AWERICAN CONCRETE INSTITUTES BUlOING CODE
~QUIREWENTS FOR REINFORCED CONCRETE AND THE POST TENSION INsnTUrE TENTATIVE
SPECIFICATIONS FOR POST-TENSION MATERIAlS. THE PLASTICITY INDEX USED IS NOTED
IN THE DESIGN DATA ON THE PUNS.
COORDINATION
1 BUIlDING CONTRACTOR MUST VERIFY ALL DROPS. OfF-SETS, BRlCI< lEDGES AND
8lOCI<OUTS ON ARCHITECTURAL fUNS NIJ NOTIFY THE STRUCTURAL ENGINEER OF Nf(
DISCREPANCIES THAT WAY EXIST ON 'DiES[ PlANS.
2 THE BUILDING CONTRACTOR MUST COOR~TE STRUCTURAl ~ WITH 'DiE
ARCHITECTURAL AND MECHANICAL PLANS FOR ALL OPENINGS, INSERTS AND OTHER
RELATED ITEUS REQUIRED TO COMPLETE 1HE FOU~TION.
ro~i"'i{/~
1 BEAM IlIMENSlONS ME THE MINIMUM SIZE REQUIRED AND WAY NOT BE REDUCED OR
ENLARGED WITHOUT PRIOR APPR(JtIJoJ... OF THE STRUCTURAL ENGINEER.
2 PLACE fill UNDER SLABS IN COMPLIANCE WITH GEOTECHNICAl. ENGINEERS SITE
PREPARATION RECOMMEN~TIONS.
COMPLIANCE UPON REQUEST. .
.3 CONCRETE SHALl BE WELL CONSOUOATEO, PARTICUlARlY IN THE VICINITY OF 'THE
TENDON ANCHORAGE.
... SUPPORT TENDONS AND BARS SECURELY TO PREVENT . BOTH VERTICAl AND HORIZONTAl..
MOVEMENT DURING PLACING Of CONCRETE.
5 AU.DW r DIAMETER. CENTERED ON TENDON AXIS. BY 36" LENGTH FOR STRESSING
EQUIPMENT ClEARANCE.
6 IF TENDON SHEATHING IS IWWIED FOR 5- OR MORE IT MUST BE RESHEATHED TO
PREVENT CONCRETE mow BONDING TO THE; CABLE.
OUAlIACATlON
FOST TENSION CONTRACTOR WIll. UPON REQUEST, fURNfSH THE FOlLOWING:
1 lABORATORY TEST ON ANCHORAGE SYSTBot.
2 LATEST CAUBRATION MTE OF EQUIPMENT USED.
3 LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS.
... ~1. TEST CERTIFICATE ON STRANDS.
2 - 13 COHT.
4'-0.
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MATERIAlS
1 CONCRETE IN FOUNDATION BEAMS AND SlABS MUST ATTAIN A MINlUUM COMPRESSIVE
STRENGTH J,S NOTED IN 'DiE DESIGN DATA AT 28 DAYS AND AT lEAST 2000 PSI.
AT THE TlUE OF STRESSING. CONCRETE DESIGN MIX SHALL BE IN ACCORDANCE WITH
THE A.C.I. BUtLDtNG CODE REQUIREWENTS (ACI 318 LATEST EDIllON) TO INSURE QUAU1Y
CONCRETE. " ,
PlACE A 6 MIL VAPOR BARRIER OF POLlETHYlENE UNDER ALL CONCRETE StABS.
PRESTRESSING TENDONS WILL CONSIST CF 270 K 7 STRAND WIRE lOW RElAXATION
STRESS REUEVED CABLE WITH PREVENTAlNE WBRICANT AND WRAPPED WITH PlASTIC
SHEATHING CONFORMING TO ASTU A-416. END ANCHORAGE DEVICES WILL CONFORM TO
P.T.I. DESIGN SPEClACATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY
SEATED OR POWER SEATED. .
MILO STEEL REINFORCING (IF REQUIRED): RtBAR-ASTM A-615-60. WElDED WIRE
FABRIC-ASTU 185.
2. (MINIMUM) SAND CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH
GEOTECHNICAl. REPORT SITE PREPARATION RECOMMENDATIONS.
A~ PORTLAND CEMENT SHAll CONFORM 10 ASTM ClSO, lYPE L
B USE 5 SACK PORTlAND CEMENT.
C WATER/CEMENT RATIO = .52 MAX. .'
CONCRETE ADMIXTURES SHALL CONFORM TO AS1\t C494.
POUR STRIP DETAIL
.
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.3
8.
VAPOR
BARRIER
STRESSING
1 t /2.' TENDONS SHAll. BE ANCHORED AT 28.9 K PER STRAND, BUT MAY BE
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2 TO REDUCE OR aENlNATE POSSIBLE SHRINKAGE CRACKS. EACH TENDON SHOULD BE
STRESSED TO ABOUT 11 I<IPS 16 HOURS AFTER CONCRETE PLACEUENT OR AT '
APPROXlMATaV 1000 PSI CONCRETE STRENGTH. LONG AND NARROW StABS CAN BE
STRESSED IN THE LONG OIRECtlON ONLY. fINAL. STRESSING SHOULD BE DONE I-S .
RECOMMENDED IN THE ABOVE SPECtf1CATlONSo
3 ELONGAllON REPORT MUST BE PROVIDED BY A QUAlIAED ENGINEERING FlRU, OR
OTHERS APPROVED BY seA.. REPORT MUST SHOW BUILDING SHAPE. TENDON
LOCATION. NUMBER. . ACTUAL LENGTH OF ELONGATION.
SPECIAl. Nom;
1 EXTERIOR BEAUS ARE TO EXTEND 12. INTO UNDISTURBED SOIL OR THE SLAB IS
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2 DO NOT SCAlE THESE PLANS.
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1ENNIS COURT
FOR
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MIDDLE SCHOOL
COLLEGE STATION. TEXAS
COURTS~N-STUFF
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CONSULTING ENGINEERS
CORPORATE OFFICE
10101 SOUTHWEST fRfIWAY, sam 6ClO
tom'ON, 1WS 11074-1126
7f3/17t-1'l52. 1-800-422-7252- FAX: 113/77S-t113
lOUISVltI, anm
(502) 426-1789
0lllAIID0, FlOllIDA
(4C)7), 893-6200
Revisions
Drown RP / BC
Project
20555
Check MLS
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Date 13 DEC. 00
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