HomeMy WebLinkAbout2004 - Details[[ *4 Bora Continuous
f * ( 11 '`s *5 Barra TOP
/ or 12' Rehm ( Some
*6 hors Saftom eehRr)
Rhm", Eadr (4114.) (( e4 Sara. 61 ac. Top & BdNom
Of Curb"l�r`s r r ( t ( C
Lt.. Ld_fil-1.. �'''-•... i I" 's4 Bar
r fx4-w4A x W4.0 �! Sara W/M Moab.CL[ CL�CE�L�{Z mrectlan Of / / \ \ WWake# Wrre Fork. 6' ac. Bottom
� ILL[[ = ZII r �Predamtha}s Flow OPen%ngnottom
n I *4 8w
IL A { , Centered A t
LtifL�ft�I LtiC I 1 1 ! ( ! i
IP cc
TOP VIEW ,f l \ ` I 24' / Closed SXrnpa 8• co-•��I L _L _Li Or 4th W o x W"
(Three sides) a I i I Welded40- x��ro Fatrlc
2 •4 Sara Top &
6• 24' ! p
JdI• 6' \ i,
36f®tLttrb Bart
_( � -� -� , BoHom
351 `
17
3s;, maw an;" *5 or Top :
w t t " { ? Bottom. L•18` 4 Bar fie Lem)
Iwdabta Curb Box TOP WEW TOP VIEW
(6' to 9• Crib Hstvw
*5 Bora
I a { E4"r: )* *+ Bars fW Fairtcl
5 ear
• Wore TWSVERSE SECTION :!'� *6 e Fabricp - � ® i 1 r•+ Bar
°o
LONGITUDINAL SECTION 10 oWt1w Dowers) fonwlXo 1
OpNexrM Xe
(ln LTeu Oawe/a) Inn
FRAME AND GRATE ( 3'-6" Or 4'-0" I 16" I P- 6' 1 16`
m
- _ faoff CrRlaerI - (Bottom OrRi
laer) 1r
SECTION AA SECTION
i"eotfam Lug (2 Camera) Lrej (SEE NOTE 6 BELOW) NOTE�.7� [(��- �('`►{� (SEE NOTE 6 BELOW;
r
[-T�- fgaproxingte Debris Fred Cowfly
i { [T-! ' [ T -1 I r r- (T t -T - (--q-- O2 Pavement Cross S/apd 1
IT
L.l_ EEEI: r L L1_.. I I EI: . a r® S 8 6
E EMEz IEE EELE6EL_.FT war OMtatd°pT r50
41 EFFICIENCY CURVE
TOP VIEW
• -I r I--
lf�R
1�' 1 fe equotsfoada lir #" 3{"R ore df 'a
Sse Dsklt A-) sacs Delatl8
SECTION DETAIL A -
GRATE DETAIL DETAIL B
r
I
t
® ° TOP VIEW
Clips permitted ` -
0s 51-0' Frame
` TOP VIEW` V-0' or 3'-0' (`
J� j 1
n
11 3'
SECTION
TYPE X WALL SECTION SECTION
For MaTYPE ! e P Ir
- - For CWb moats Types 1.2.3. & 4
J - 5r
V.
22 1l
4 g,•�
w
TDP VAW
GENERAL NOTES
I. This Intel Is prlmorty Intended for kaOtioN with light to mcdorate flora whore r/Md of Roy does not permit the use of f Vooted Curb MreM
Types t Nratph 6. The $01001 wirbaffon Rs on 0-m ref ims to city ereals. The inlet.ole to suitable for pedeafrlon and b(a)de trorrra
2. TMS Inlet to be located in vertical f0ced subs such OF Curb and (Alfter type F. Grote doll be orterded with vanes directed ho ord
prechah fe flaw. Inlet to be Ioorted outaMe peda67rlar agsm"m where practical.
J. For structure botlaas area Index Na MM For suAW mmkl details see Ilex Na M.
4. Aft steel In alar tope dell Iwo jr • m/nLeese, paver u nteae ofhorWlae drown. Tsps shell be alt #r cast -In-plxe or prowal, owwate.
S. For Alternate 8 applkafioas, top stab openings atoll be plocod $ut* (hot 2 a*" of inlet Thome will be tocated dlracfly above bottom wo//
or riser wall.
S. When used on 0. structure with dlmenstow /open than No" detailed above and risen awe not owed, Me fop stab start be constructed /sing
Wax 200 with the stab ape No Wp sled to 24' x 36. The Special Top Slob' on Index 200 10 not porm/Hdd.
T. Frame may be cavetdd with one to six courses of br/ck.
S. Inlet od groh dela!!dawn Is Neenah R -3057-L. Vcn .aPea vd l erpp1911sNly $=ape In WHl be *-Mod IfNf aatrary A.e1gFfM H -2O
haddrrg. noir( and grraM tMlJbs C/las 30 cas/trlps In arecordalcr aim ASTkt A+Bg. Grates dnllbe revanlMa, rtyM or left.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
CURB INLET TOP
TYPE 9
N.... D.t..I Approved 6y
II or
N t pa neer
gar."n IT Me Qr* Mvt.t.n li"a>r. hl
e...a.e or Ae ova a0 10f / X74
MH..ATwE..HM
2` Raised or
Identification
M Ospreued
1
Ptak -up
Xo1d
Voir-Skid
5urfacro
TOP VIEW
2' Jtolaad Or O
E E
i -Iola( TjP# 2 SYMPfr/w/About F Inlet type 4 S)mrNIl rco/About F rA
s 0�0°Qw. A 9�a �® �A 06 eons 9 r o`
4
0'IS
�.d \ $ 6• a ° 6 *6 Bora
'r
r-2'gig, Ower See SMD ReJMotaJing � 2'Ota Laver
x
DefaH TMs Shoe(. + ®� )°
See Star Rerrrforclrq E "mF Inlet v
DeloXThtaSM.t a f \\. /� /�\e f e
Back of aura *s care
r
510 Concrete }
I , Swell Poet rr Support Past I I Focal Of Curd *6 Bora O 91-1/�A 5° d concrete Support Pont
x•A s-®" I J' -O•
JJ1-0' INLETS TYPES /AND 3
' � I 9 °' -
Z
LA LA �A ®9• � k
PLAN (INLET TYPE 2 SYMMETRICAL ABOUT E) PLAN (INLET TYPE 4 SYMMETRICAL ABOUT f) *6 9tlra �
*6 Sara
To Br Pero Limits or Inlet Coartrwicn ( To at Pato To Be l"Md UJI Of Intel ConTl kft _ To Be Pb1d a
For As C. &
F.L.For AN
. Of GYd or G. I For As C. & G. /I Of GuHer For Aa C. & 0. a \
e..
oT �T 161 T 600k Of Curb- l *5 Ben 6 Bora
1 1 j 1 1 .r '�1 f ✓
SkrHmr 1 A 0" J°( S "A` GytPdr yon A• I jr'A` I 3 d Face Of Curb ' �r
Trow. �rPler *6 Ban 4 9• I -+-A S" ID Cunt ofe Support past
TT
SECTION B8 (INLET TYPE 2 SYMMETRICAL A80UT aF) SECTIdY BB (INLET TYPE 4 SYMMETRICAL ABp/T f) INLETS TYPES 2 AND 4
SLAB al�'E'/NFa�R+GYNG
1 + �" r �•4r-g. r -6e
Q r s• "I-- •` 1
GENERAL NOTES
51 D COtwrote so I
Noe Abed ~ Swart Past 1 ^ See Note w 5' D Colonels e I ~ t. TM flnlahed.oda wd+lop0 of the Inlet tops ore to
Na 4 4 Supnart Poet rramo arta M� FIMaMd sass aropo and orode of Me
/7-- vrmpoatond alders k onbedror�boPrder. to Md
onrorm
6` Concrete Or I I I -� ��®° , ./ I i r•9'• z W0� tordete�rmolne the ralfe> rhe own "oaaacry. modrry
8' Brick. 8• 3'-6" 61 8 Controls or - Me Intel details accordingly. Beta afoot when necsmy.
8' Brick. �'� _ 4'-01 _ S"I 3. All afoot In Inlet taco &w Mvo m/ftle ao ewer (comae
otherwrae atgwn. Inlet rope tial be either oast -in-place
DIMENSIONAL SECTION or precool anadtd,
DIMENSIONAL SECTION +. The roar Warr gonion of Isar tooa Types I, r. J & +may
IN1 GMS TYPA!'!o B D a / be canstr�tod wJlh brlok. Dowo&s k top stab rW& ,.7y
i.G t! .7 TYPO 1 GJ i PIA 6 INLM TYP'S 3 AND 4 9' 1 6". T}*' tot• *6 Top Bora 6. For le"a r deklls see Index Ab. aw.
5 only mond concrete Appon post will be aeep obte.
f f p¢" I T'
3j'-6 &M. Bon T. Thews IMate oro to be orad rota Qurb ed Qrtter Typos E
d .
*6 Bas urnfew l (•For J'-6'
Structure Bottom wW F° trate a)P51de or pedeatroln orossroik whrn gree./.
*6 Sara v Ofhorwras shown _`.... *6 ewe Amoss *7 Bottom Sara ' " 181 For 4' -Oe S7ruawro Bottom B. For atruchrre bottom sed towns No. 2w.
9" ct". 6 r *6. *6
v " pthotwlaa she" I 9. Intel to be paid for ander the confra0t ani► prix for InII
i 91 4 I 9 6' 7{• 7�r• 3
*6 Bora A 9' Lyre. E-- *6 Bora ®9' Cara. 9' (Curb) (Type-), Eads.
*s &tib 0 9• etre. ° 1 ►;I
I *6 are )�j-jysr
04Sara 7 Bora 11•a *4 Bos 1 1
Balh 0 a. Chs *7 Bora 1 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
% *+ awew v 8' Ctrs. Som ways r•6. *4 Bora v 8" Ctrs.
3'-6' 01"for 4 Bae 9 ar cn. CURB INLET TOPS
REINFORCING SECTIONe
RMFORC'(AIC; SEMN DIMENSION & RE% FORCM HALF SECTUN
4TYPES IP Z 3 ir�rt 4
3`•6' DIA. STRUCTURE BOTTOif (SECTION AAI r -pe DIA" STRUCTURE BMW (SECTION AA) 7YPES A & E CURB (HALF SECTION AA) M.�.. D.ns.� Ap graves SY Q
�•N)'�yy/e�//�a�/�►�Y /����/�� n/�(��� (����/��.��
(TYPE E GUTTER SHOWNI-a..lre.e er ` '•1 -
' s ....._•.ue w/` WC. s1A�Y • tie a IN +' . • coil ', 2f/ .1 tl.-CM.t6G aP - R.ViEro" • ] e't"No• "a ""..t we.
go t of I ZI®
Flexible Pav"wht Or
Rlgrd Pavement R/grd Pwemenl C JorMa Rot Doweled
y lOoweted JorMa And Good Condtlron) > Or Pow condition (Frmchrnd) .7 Onp�
4 L T s Ot$om Of swe- , t Amir"
l _Yrnrmum Y^ Ylniftme CoPsr Cover
�IL cover }J
P-' Exha Iklertar
Mw at Row"Id
See ®"10111ht.
Bot/oa or Buse
/. TOP VIEW /demXhwllan Letter RIGID PAVEMENT
?�. FLEXIBLE PAVUENT UNPAVED
2 O.Or 3' 0°FDOT rr uv y snow s� +® FrMWo II Material
" ODMEIRL7AL GL&MlEfipK i -
CIAM
I. PIPE TYPESIZE allywR�ETE Isle Veto, 61) APE PIPE TYMMZE * SMAPE PIPE T!nisw SHAPE
r~
// r ' RJbd Raul & Erl! Nov/ LONC'aWETE (Sus Note 6/ - COMSCRETE (Son AI 61 Thr cost of furA
fOpiromd ° 6• Round & Ellrpf/at 6` Ault be Imhw/ed t I III �itiecuty rt, Alm 1�r motrrtol
L EL
Rocas & ERJpflprf 9" 3`
Aide Equiv.
�j COWMA7ATED STEEL CQ4Rb9ATEo STEEL FRIABLE BASE
9` /21-30° Round /2' fie) 12'-30" Round
(G 1 f8' CJS') l2' [d2'I
78' & Larger Round & Arob Eo. 15' 36`-48` Ramo /8' (re) [1513 J6°-+8' Round !8° (121) [l6`1 12• (12"10211
-� COIIAt LrO ALUJ MVM 54•-72° Round 2t' (15°) C/8• 54'-T2° Roud Bottom Of Baso
2' Raked Qr bomber. I5" -T2° AWW & Arch EBuir. 9• _ IB' (121) CI57 IS°. r12) (127 Cawrso Awegofe
WALL SECTION SECTION tderMll/Wftort Number. 78'-56" Road. `. l!8.1 C27'J 78'•96` Rotmd (18') f27'J (12') tie)
Covera With And Without Rrbr o 78'-x02` Round & Amh Equlv. )5•
TYPE Z Short Bear The &M oft S Mo & Larger Baud (24") C537 tot' & torpor Rowel 24' C33'J JB° (21'1 Fir Fabrl >Z Ah r2•
idenfirloofkn Number. BOTTOM VIEW 3 SOB' & Larger Rawl Ig•
For Curb iniota TYpea T & B H 00RM"TED POLYETN ave (5,• JO' Arch Equivalent la' U81i /51-30' Arch Earlvdent f8° 1!87 12• (127 C C j`
15•-4a" Round 9. 36'-48' Ammo Equivalent 241 11211 C181I 56'-48' Apse Egftralent 24' (/2°) C217 p/a' (12`1 CPS')
L. 54'-72' Arch Equalen27'(15') [) 54`-2'Ab ) D
(RRJO(18 1124" 24 (121 C/8
With 3'-0' opefting
�� �w.�. �2-PIECE COVER
bF'I'le7i I Ff�!'YWE
p ---j- 15'-48• Rand °+ F�vNotont (18') CJD'] 78'-' ArWr Equivalent d24") Ca"J i� (18`) CY!"I
03. 3• - CA 4 Aron ('yylvadnt (2+') ALWMW L&W AFM /en( + ` f E4' I 4101111 t� ry of rm and tmyteldlrp. The acme aggregate
130'1 ~ In 6 Maty lMfa and owpocted
COW)VA
r Rlia fOpttaval) I W' [2r1J So Ct57 - shall
ar 5 ye3wr aNR'e Mone atM1p'be .odattan 511011 meeof t Section M-6..
12"-24r Rawls 15"(1211 12"•24° Routs Grates 4.467.5.56 or unless restricted In Ills 1a5 The /Inter
r 9I• ` �v1d /a' (12'1 Ct8") 30'•481 Round 241 (181)CEJ 7 118'M') 05-3 fabrk atoll be Type 9-3 11 was l"A The cwt or Aff"wlrlg
54'•72` Round 3D' (2d'1 C27°J �2+'fed°) C�"1 - � 1ths:: t tfa coarse
r- r/I" _ I - -24' (/a•1 1247 54'-72' Round Ing appregoia and rester falls stafl fe Jnclyded
!n fire east of the CuNen.
T8° -x72" Baud f 24.7 !70'J 78' -IDE' Ratted (30`) (337 124`1 (ar")
SECTION + IOa" & Legor f ) sue• & Loper 36' X. ASPHALTIC CONCRETE BASE
ear /ROM POR ) / R FRUES I5"-24' Nd, Egrrr johl 14 - TI-) 15°-24' Arch Egtivotont 27' 1247 24" [FJ")
W��IIIGGlT {iIII177 P�i.i. G 3O"-48' Amh gplholent 27' (FS') C2+'J JO' -48" Ards EquAwlent 33" (pJ"1 C2i'J Jul r15') C21°1 - Notal Extra material Is "Ired when crow culverts are
WEIGHT OF CASTINGS 54'-72" Arch EWIvolent 30° (l8') C27'1 54'-72' Aft Equivalent 36' (24°) (JO') �Jo• fir) 124'7 looded on rwrilfies swocf to high speed traffic
' EglMa/eta (2+°) C30'J 78"-90' Alda (21 55 wpb) or hioh III volumes I > AZO APT)
2'OPENlN6 31OPENZIN 73'-90 Ards Ewftfanf (30°1 CJ6°J (24'1130') wd the cover to ems than 12 reghesw For Concrete
Frame Cover 2 -Piece Cover 961-102' Arch (30•) 96'402' Arta 11115 lueelNet For Ips
Equtvotent (36°1 (301) Corrugated Stool Anda Inches
l For CorM ted Aladruun Chloride eplot. PayeHrylsm
Type Fps (SM.) Flame fta/de OrAaide Tok/ - - C�AUGATEB PgU'L7NYLEYE i And Corrugated Paf1v/nY/Ch/alde Prpa.
Lax 4
d1a. f
Lbs Lba. 190 Lbs. 2
I 15 /5`-45` Round /5' 15`-48' !load
,5 20 /90 1.0 b W. � dLOWJAE l
z M5 Lbs. M Liv. 255 Lbs. M Ua. 22o Us. Ora Lbs. i5` -4a• Round /5• i5'-48'RPLYT4gNYL CHLORIAE pOLYY8r1°L dNUP EXTRA NATERIAL FOR CIMS CULVERTS
M. 190 Lbs. !9O Lbd.I ISO uw.I M I& Mo as. 4V Lbw. GENERAL ACITES g• I /s• UNDER FLEXIBLE PAVEMENTS
NOTES (FRAMSS, AND COVER) I. The kb01a(W voA»a are recommended mfnfmun dlmsnslow to wltlbtard mtkrpobed .�._-_u•
STATE Of FLORIDA DEPARTMENT OF TRANSPORTATION Mphway orafrla loafs. AcWtlona/paver my be roWired to avppwt awnah Wtw ftO Nralot end nonanYneI r'efera to lyplmP rehrpr(ar clifRotten of wpared - STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
The *2t2 owor is to he used for all fromee Typee t: Jg, zone dgtrpoen! 212, ar htghwoy ttaft7c !Dods (»fors pavement is eo p/sled. Soma aPts fMcktrsas lacca std drlvea 1Yhon rutting ams aver d/apfacaraent my occur.
the 2 -Plea# Cosner, and Is fed roPloeement cover for all prdvlots rromss tfn eexrbttatic1s troy require colo/mum cover .eater tion moss llafed above. See Shoeto 2.3. & t. 6. For Pipe GMMs $ wtm dtadre/en of 02" to 30'.
arm Jf clop scuta itroffro type). Thar las /a, corer flan- SUPPLEMENTARY DETAILS° run 2 Lau Near ma tabvrated mtnlmetm aver Noy be used provided Sul We method (a) ma mrnlmcm larged of rrNmeaseirad Inco hp or rinlahed �y N� p HEIGHT traft7e type), !961 Roodroy cod Trorfk paslpn SMlobrda d ex ace detailed In the plans. isV r EF8 I7Eet7HT
Nov. 8W. Is the rdprocvment corer for wwrIng (roars with -. MANHOLES AND INLETS dada to outs/de tap of pips roc 3 fest.
if 3. tolcna dawtr rn pwrscow.a ()ars for J•xl• oprvupOHona which must be apwclrled
deep assts, 8nsfattrt170it,n of !roses wtlh deep teals Ia no k utdttte the leaxar aver. _
per�THsd The /85 on cavrra era to be p/aced In sxldlnp (' """ o.e.. Appr... 4 By 6 Thr hdulaled "AMS In me broakefs C) apply to Type I -R (Spin! Rrbi pipe wane. a.a. APPrarso ay1
deep aeoidd mamas anty When alroolflC all awl fed for M the which ars( be 4MIred to Whin Me lesser aver. �t
plans w as apeaJfdoolly dlmofed 4, fire Engfnaer, a.00III eY P� D..re..e er .. otna v t �j,Qi� AO
r. . a
Z lima the 2 0' caw. sones the 2-P/ex tzver to anted for /n ted PIOs. cr.ee y ram asp R.ar.w. a �I Yl.. +n9•s w.. NI/g'�VN iIVI✓G(� rT {IpT bN� p �7 f EEL1 AWMIM MIF POL ill LEVE ANV POL 8' N L CH�E�/Ii1D PIPE
coact evav me ot7r a.n.1.n r�a�jw
'et..e.e ey .see acme � JOf 6 tL7fVi1 .. Q7 � /� .r! 6V5
,tsaaer
- sateyTm€n.eee
NOTES:
1. EXIT SHALL BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT FLOW ! ONTO
PUBLIC
2. AS CONDITIONS DEMAND, PERIODIC TOP
DRESSING
3. ALL MATERIALS SPILLED, DROPPED
OR TRACKE
FROM VEHICLES ONTO PUBLIC ROADWAYS SHA
BE REMOVED IMMEDIATELY.
HARD FACE
P ROAD
IVr.J. rl. I\
COARSE AGGREGATE--
GEOTEXTILE -
UNDERLINER
CONSTRUIC"ITION EXIT
NO ",
POST (STEEL - 1.31b./ft. MIN.)
04' O.C. MAX.
I36" D.O.T. APPROVED
e FABRIC
10
I z ---� WOVEN WIRE FENCE BACKING
EMBED FABRIC IN
® 6"X6" TRENCH
FLOW
6"
1
2
USE:1. WHERE FILL SLOPES EXCEED VERTICAL HEIGHT OF 20 FT.
AND SLOPE GRADIENT IS STEEPER THAN 3:1; OR AS
CALLED FOR ON DRAWINGS.
SEDIMENT BARRIER
SILT FENCE DETAIL - TYPE 'C'
SCALE: NONE PACE -08
LJ00 0 0 00
p 0
0 Uj v
Uj H
w
W
® rZ Q
.a.
R Lu j �mF
4..+d
LLJ
p
CLIF z
X10" ....
z
PROJECT:
SHOPPES
CIF
SEBASTIAIN-
SECTION 23;
TOWNSHIP 31 SOUTH;
RANGE 38 EAST;
CITY OF SEBASTIAN
INDIAN RIVER COUNTY, FL
ALLIANCE
REAL"pY
SERVICES,
L.L.III
3500 PIEDMONT RD., N.E.
SUITE 105
ATLANTA, GA 36305
404-364-9054
SILT FENCE
1 MIN. DEPTH OF TRAP R EV I I
SIDE SLOPE 1:1 OR FLATTER
ONS
DRAINAGE
STRUCTURE
ILT FENCE
MIN. DEPTH - 1' BELOW THROAT
MAX. DEPTH - 2'
_. CLEAN OUT LEAVE OUT BLOCK
WHEN SEDIMENT TEMPORARILY - INSERT
IS 6" BELOW 71LE W/ WIRE SCREEN
INVERT & GRAVEL FILTER -
KEEP POOL DEWATERED
INLET SEDIMENT TRAP
•2) SCALE: NONE
PACE -02
t
2004184D.DWG 05.10.04
DETAILS Ce7
1
.. Y
y
ab -
.
CONSTRUIC"ITION EXIT
NO ",
POST (STEEL - 1.31b./ft. MIN.)
04' O.C. MAX.
I36" D.O.T. APPROVED
e FABRIC
10
I z ---� WOVEN WIRE FENCE BACKING
EMBED FABRIC IN
® 6"X6" TRENCH
FLOW
6"
1
2
USE:1. WHERE FILL SLOPES EXCEED VERTICAL HEIGHT OF 20 FT.
AND SLOPE GRADIENT IS STEEPER THAN 3:1; OR AS
CALLED FOR ON DRAWINGS.
SEDIMENT BARRIER
SILT FENCE DETAIL - TYPE 'C'
SCALE: NONE PACE -08
LJ00 0 0 00
p 0
0 Uj v
Uj H
w
W
® rZ Q
.a.
R Lu j �mF
4..+d
LLJ
p
CLIF z
X10" ....
z
PROJECT:
SHOPPES
CIF
SEBASTIAIN-
SECTION 23;
TOWNSHIP 31 SOUTH;
RANGE 38 EAST;
CITY OF SEBASTIAN
INDIAN RIVER COUNTY, FL
ALLIANCE
REAL"pY
SERVICES,
L.L.III
3500 PIEDMONT RD., N.E.
SUITE 105
ATLANTA, GA 36305
404-364-9054
SILT FENCE
1 MIN. DEPTH OF TRAP R EV I I
SIDE SLOPE 1:1 OR FLATTER
ONS
DRAINAGE
STRUCTURE
ILT FENCE
MIN. DEPTH - 1' BELOW THROAT
MAX. DEPTH - 2'
_. CLEAN OUT LEAVE OUT BLOCK
WHEN SEDIMENT TEMPORARILY - INSERT
IS 6" BELOW 71LE W/ WIRE SCREEN
INVERT & GRAVEL FILTER -
KEEP POOL DEWATERED
INLET SEDIMENT TRAP
•2) SCALE: NONE
PACE -02
t
2004184D.DWG 05.10.04
DETAILS Ce7