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OLSIGN NOTES GENERAL NOTES• "M"I' "" "S
LssteM M longM N
fte•sletlea os �tbti+� r W*fin. Mx ally*& are sham w C4AVWt a~#
ridge oe� Siedflcatlen NM "We lis ell•nfw Wane as soon tins hefpht with menkwl n ower ever
w1M revielar Oy Coltrane; roof tnuss US WA with M r IML 04 IICO with W. r-•" r -w '•p" Mrs Total I
Lead Factral L5 D • LS E • 2.S l • 11 followed by alternatives. eustalu a"w r
Ore D=Oeod Loa/ Mtrnotivew q7'.�jj
84 Q Neap" YMn reinforcement tranelwse
E=Earth Loot Stogie cin Invert will be sloped unless "trorezo1.11jr "-
1=live Lod Invert", •Hot kwert" r "v kwert" 10 Incllldsd ell •4 q%,�":'h • ! "Q r bngitudinM Oars 1 1 1 • _ roe
Capacity r=re flan fa~ Yu114�CM kwon war be vN Love" "flot kwwt'• Is d i^ •are Totrl 01141.16 kton.ded. apecifled. Ends of culvert w. be reu.sod urt•nn Reg" 11 Is T-�Loadktp "sq.re o ole" are designated. Parapets wN be •3" fr Span i r►
Live eN shown unions designated In plme. Such doelrwflMl{ otal 3"Norpe� to Ns 4" d'r Spon > r►N5i�41trrt IwoYy a different. fr knlet and outlet ends. ------------• -
A9p4 Mpwt arty to sine roof slab. 0.r1 ep
NNW A • -- -- . - --------------- -
Ouontltieo era far the olapad er vee Mort and
Earth Covertin foot)TOO
do not kekade "41" bar*. nr poems M Mrsetudsmd Slow *ann wt" �a �� span
tip to LO bars.nor temperature relnfor, ant for ow o"d
U to 2.0 roof. nor concrete r reinforcement for parapets. PART SECTION
cutoff woes ar notctea PART PLAN -SKEWED
2J to 3A Reinforcement plo."Vo . s = Color am tl
over 3.0 Main reinforcement Is to be pima" transverse r. a -- e coole eke anon PARAPET DETAt
for carved culverts, radial •len re" rolnfergMft Phaco a q= axp� J► Cover Mag
No surahrso on voila dale to eve IoM spacing of the "o". "f" and '•g" bars Is measured ihq Isla 04 0 1 ;pets
Earth food; the contrfke. Stagger sppCas not shown. Nooks a Yon Ot 2 t � o" ?•_0••
Earth ore�darse for two awl"Itla ea Nooks say be rotated or tilted, as necessary, far r helght tar fh wast --1- I 1
MO LO/Ci vrticol. 42 LVCF horizontal. oto .:,.. Parapet ' • bra J an" hasps Mwh i ' s
140 L9/CF vrtica1.140 LIIA7 horizontal Speclal reinforcement oevragal Skew 00 16• E.
00 str a Box standard Wens are not to be used for ad.erN � /
fb _� 61 h o corrosive erwlroemnt er Mere there la'o sews►• Span 15• TM• y"
f - 60 *51 abrasive flow conation r In freeze -thaw imeatlone•
ny = 9 Speclol desfq� 4' •I •4 •1 E tip '/:" Exp Jr Mw.mowed *40
oft
trlbutIon '•d" baro ReOulred for aivrts with eondlt;one, bade, design lose my e' •4 •4 •S 91 Mew aoietrustion ()d oaks e N Mom. roof O w+�
Up to and InCYudm 10' oovr pressures r sizes greater than those given on ttW Dish r Lr •4 •S •6 construction Now construction
Express" as a par of Naas r•N••r t Standard Plane M • Oft Also required for sdstlp! cit I
reeull-ar . mew bnlan trNAt w4'w 11Z. Mrrts with uealml soots. Fr culverts u M rara•0 bodb � !' •5 06 •T a
sae the current AKA design specification K •T as !!/ _ �.
Over lar over 3 for aiveerf`a �Itn core than two cMa. caw MonmYes M' •7 M N �» osnorete prraf to (WJ Nam"* ew
parapet and . N f
existho Iongiruanel r♦" r-0•'
maliusli
91 • •" Iwar1lwlm and reinforcement errant far the standard '•"eagle box weber fn d femora OPTIONAL longitudinal veer M kart .
>rl"erI culvert" and adjust tl,orntltles ooa;ordkngiy. PARAPET
Illuminism dOme s thaw. - 3.0 psi (SINGLE CELL ONLY - 1' AIN COVERT
� REMIFORCEMENT
Ewokmaw . Weight Cover Or Zo f CULVERT EXTENSION 7
Compressive reinforcement and nsgoflw-moon 6• LO L6 21sams W"
reduction Ifr conti ultyl do not appy. r U L7LQ1 End of Parapet ramal 30
Axil ll foam• on Ramberg hall not been cm>�•r!L ErterNr f1Mi YM 6 Y� to fee* of Parapet
ID' l2 le vin sN Nan ei�l
W,
l3 L9 TYPICAL 3 CELL [ Yaelela-J
CONSTMXTION NOTES Ir L4 2.0 •'e"r .4.Ill r• 1 Traffic ` Parapet
t Shrub e required as •hewn on Standar" Pow OIL DESIGN BEARING PRESSURE (TSF) - __-- - - ---- --- -` �� "-a--- - -- a
SSttrruttingp ergef`b required
removeon a/vrt MttMnloo flew � K• 1yx Fr spar > rrotate Slap Lengit.,dInal Tranevrse1
ellpOtneler+ pMtn1 F 0 A c W c�Or tolls t. �+�0 1t
gwlrreern. Totol 7 Q •/ O T,a !��j4� �-
ltd Jose& 00 w PWAI fed: r-0^ �/( ole
ee , (s I*" Ibbs SPan Wetly_JLRCT! TERIIiMNOLOGY
tPfsbep�/yt�� b. explindsomw 'nse en" pMM1e Mf!asft t few at W 0 Tap •1-�ei Cone garr)r Type 25
3-2. s atwrd�T
Nl1.3, at W. osrtars afar Pow" •fell vel_ Toteli W. If „epopeory
. wee
roadway is1`n we then Spun length= PART PLAN -SECTION a histo rt std law ffpttom PART PLAN y ^ • !
Pon@ 'I" o�o�►eion Joint filler of 30't centers and 0-3 Ms ewww e n joint
odNtlon l '1=" experelen Joints at locations of ettoW within 4' of L No h % • a. 6' Lea
In f., --tlsn character, as directed by the Engineer.
construction joMt*e deaf "At (rode" condition Shawn
TOTamlllmrgry Jpnte � n• Parss'ttwll If nwmM br radial to d FS --D t r
o1 NNCC�I ON+w 11•�,,tin• eelntreetSe If>< to e1iMf)t o .y. Iwo �• C 04 Trareverse. Total 4 EA 00 ghee Ti . if j f
lit"* i" fer esww�•fe"ft Ww
Cutoff Pap -- Fe Ti .If ( 9^
Y cutoff weft are to Do pre~ at blast awMr ohllns
unless chons el N fined ahs union *"wwW Slava 'n For spar > r;41 III A+ •W' bre. See 'WMKT K"Fg11C WW -1 ISM
Thee" walti°a �a to be extend" If seer owoei is wrrw*. 3i epre" •�•• 6 ""^ bar � BARRIER SECTION (30' M*4*A AO
Eerit roorka tolls r wt. as *7
See Stow= d Plan "K.
raoaery, to fN. •406 . 1 STATE OF CALFOOM
NlwSeflr 4 0 a l ar-tar' r-t",
SN Nan"r" �q flcegNla e•empf tlh•f Ills dNfarmw•• " %PMTYENT OF TIIANSPONTATINI
IA low of I.awtfl=; eutslw 4"W" g apt ««w r• , Y"varf'•g SPECIAL DETAILS
LONGITtM)INAL SECTION CAST -IN-PLACE
PART LONGITt49I111L SECTION REINFORCED CONCRETE
UTILITY OPENING-MIAII.I
W MW N •.w MANI1GLE BOX C U L V E R T
(D Adtsomnt to meal d3I1 •r as IifU>s' OMMMw,1 ills MISCELLANEOUS DETAIL •
puha of to TIM S •s•s.w+SM= f�eesl- NO SCALE D$2
4
SPAM t.
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alt 2e clear .5
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Type E surf ewlr
Use when sewer is W" Use when sewer Is
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curb only
04 TNaI� C w SamOONIM
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f�M "~ f111dlefWbeid earNl-
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Plea or Cost In PWeo Sterm DmW
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th � f t 10 ? 0
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12.T 15! fill.!
T N. M ICJ
S ,IN 20. 1 A01T
2U .S 211
J 24J
f infroement 11/Li1461481SO
SS Sg 6T S• 60 5• W 67 • •2 105 70 M M % 9T 120 121 fN 94 94 IDS IN M M7 130 ITT 160 N2 123 lot 131 1T1 13T q• 160 216 I!?
2S2
•-e•• bars. for arm covers to a.o
SIAM wt) _ p N ----Mwlber ---- 5 6 4 9 10 Q 1,
WIGHT IF t) - 5 C 7 • 9 10 6 1 • 9 10 11 12 1 • 9 -l0 Il 12 13 II
FarfhZOYr (Ft► 10 0 20_ _IQ 20 0 20 0 q 20 q_ Ib .. -- 20 - 20 10 - �i. - -- 20 d -- 10 20 iD 20 316.7 -
Roof -TI*Zri 6 ! � ! 11 12 12 •' 12 • 12 t' 12 t2 12 14 11 1 I I 11 10 14 p 4 10, I 11Salla ancht •• • 9 9•0M[., z991 t2' I q sy r� Id MI I r 9 l e I s II} I r d I� 0 0/ 14 it S 12' 16� 1
1 nv t (Inchl • it { 1 11 I t I ll 9 III 9 Ir I] p IO w M p si I- 11 1
Ynchl .I3_ a 11 q 11 Ill. 0_ t1 0 ! 0_ _9. 0- _ q- A. • IQ IQ !. _! q 0 9 0 •_ q t q �_ t_ 0 _ 0 !_
•:'a" _!or • __ fi 7 6 7 _ 1 6 7 6_ 6 _6 _¢_ 6 1 i. T_ ¢ - T_ 6 1 _,4 L. 6 ¢ -6 -¢ j _7_ _ 1 i_ -1 . i T T_ _1 - _6 7_ 6.- _1
Iz• dor •_ 6 T 6 T 6 7 6 t 6 6 1 T 6 T 6 T 6 7 ¢. T 6 i T 7 6 7 6 7 i T 7 I 1 T 1 T 6 I 1 ¢ • Invert
"0" "•" Ft r.cN n -Ill 2 u 3 Q 2 u 3-9 2-u 3.92-113_9 2-n 3 9 ]_i ] 2 3 9 3 9 3 9 3 9 T 3 9 3 7 1-4 -7 1-1 4 _i 1_i 2-9 2 3 1 1-1 l -t 4-6 3-4 4_6 3-6 4 _i 3-i 4-6 3-6 1-6 1.9 6-0 __ENv _
4 =�Ft -0 4-0 5-0 A-0 5-01-1D14-917-
5-01-10 5 0 4-T 4__7 6.0 5-0 6-2 6-T 6-2 6-1. 4-11 4 -II 4-11 4-11 4-11 1;11 4-4 4-4 6� 7 0 7 0 1 1 T 0 t 1 i 0 6 0 i--0 i-0 6-U 6-0 5 0 6-0 4-C 6 0
r Iza Bar • c 7 6 7 6 T 6 7 7 7 7 7 -- _t 6_ 7 6 i c T 6 7 T 7 T 7 7 7 7 7 7 7 7 7 T_ 7 7 11A _1 • IMNo IMI
"C Ft rKis 3 13-4 7-• 6. 1-T i g -27 i-� ?-I 4 1-I 7 1-I S -T d -I -7 -1 6-T - 7 d-1 5-T 4-1 -1 i- 4-2 f-9 i-9 5-10 5-10 -0 6-1 -11 6-I •-11 6 1 -11 6-1 -f1 6 I --
• 'e" I• • 4 4 4 4 1 4 1 4 4 4 S 5 4 j 4 4 4 4 4 4 4 4 S 4 4 1 1 1 4 1 4 4 4 4 5 6 6 6 6 T
Concrete CF/LF -9 31J T• 37,T 3 37.7 30.3 41.9 322 i XS 40.1 SI 45.1 7J1 159 i5• SLOPED INVERT
Reinfrcesm" LIAF 19 26T 233 M 2i10 325 300 339 3M 327 360 313 29S 342 353 409 365 420 402 N3 45 424 444 4Ti 140 153113Tfl 471 449 522 446 5•T 4U S10 492 5% 53T 605 Sit 634 iO4 759 _ .111111
- See Note S f'• -I! •II
•• nes Note i
kart Slav Stops 4 :1
Sa Mete 9 _ Invert
K filer Elav ~ ~Elav & Elam
. "C �s S/4 tam I S/i S/3
•." bre '•e" bre
W. YM fats I 'ti";bars -
gpt•MsM l6ehhst JI _all bar. T -
S.. Nae 1 IL • • 6" b Sat ��6 • FIAT INERT V INVERT TRAPEZOIDAL INVERT
-s i � � I
3 •e..W. 3/4"Wn fleets L -Inn; ALTERNATIVE INVERTS
>: - OptionM Const Jt II I
�.. .4 �� ka1._ II - F• NOTES
r= - -drown .W.�s ,
o I' or r •1 Sea Note S /'
;_ I� tar o� � �- M Soo MNe 1 ROOF" SECTiM 1. For boxes with span r holght Iris than any of these Move M tSnh•
-VI61 E Ke . (•�7Mg •4 tetal3 SPANS 10' THRU I,' use next greeter size box concrete dkeendae erre reinforcement.
Seo Mete ?---N% "o•• J or l is OUT SMr Matte necessary changes h bar longthe and quantities.
Oho I p bars
2. Quantities are am oxMlato and for design purposes ash
•1 C hM Sao Nota I I 1 M• M Yon
E 31. For boxes with span r heli ht or cove greeter Man Mea sheen IN
T f1O Tip » tablas. o special design Is r*qulre&
Cast Ji Comet i lw
Cast it Alternative • 4. It (sprmllasablo f0 elWMrwto the Igo hnooks an every e»w Or.
Cant Jt ••r' Iwo
.a"� S. 0 Oars are at half spacing (spar 10 M onHL
bws
Sao Note I Coat Jt - • a. "a" Oars are at half spacing (spans 0'-M' o lyl
3 y 04 -. 1. MovW pavkq notch whin top Is exposed and ~ pwahm.hlt Is
^� }� • • portlord cement concrete, and "Just a antltles
01 M e a Mon • - Iwo 4. For design and defola not shown. sea Standard Plan UL
yp 9L For exposed tap, previo 04 • M eaM way 12' No -o" bars r h/ apo"
' �., I I "."bars and adjust.
[, ••C•• I ,� See Neo S STATE OF CALFONY
Iya pE►MTMENT OF TRANSPOIITATMI
TYPICAL SECTION - frM WALL SECTION CASTAN-PLACE
SPANS ,' THRU V TYPICAL SECTION - SPANS 10' THAU =AIMS lo' TWL1 M' REINFORCED CONCRETE
SINGLE BOX CULVERT
No SCALE D_80
(APPLICABLE TO ALL WORK IN CALTRANS R/W)
An encroachment permit is required before any work may begin All State drainage structures/channels must first be
in or near the state right of way. . LeMpletely cleaned of debris and/or silt by the contractor
All applicable General Note statements shall be shown on the prior to making the connection.
plans Where survey monuments exist, such monuments shall be protected
All work within the State right of way shall conform to the or shall be referenced and reset pursuant to Business
latest State Standard Plans & Specifications or as directed and Professions Code, Section 8700 to 8805 (Land Surveyor's
by the State's representative (Standards other than State I Act).
Standards must be pre -approved and justified). All signing, striping and pavement markings shall be in
No equipment or materials may be stored on the State right conformance with the current edition of the Traffic Manual,
of way. - published be the State of California, Department of Trans -
All disturbed aneas in the State right of way must be treated Iportation, and the Special Provisions, All pavement markings .
f --,r- erosion control (hydroseeding or equivalent, or as shall be thermoplastic unless. otherwise noted on the
directed by the State's representative). The responsibility plans.
for maintaining erosion control will not be released until The exact location of all signs shall be determined in the
the seeding is well established. The Contractor will be I field by the State's representative.
responsible for the cost of Caltrans cleaning any drainage
structures/channels which have become cluttered with debris All conflicting striping and pavement markings not shown on
and/or silt as a result of, caused be, the construction the plans shall be removed from the pavement by sandblasfng
pro ject. - by the contractor.
Access control on the freeway will be maintained at all All conflicting signs shall be either removed or relocated
times, i.e., the work inside the State right of way must be by the contractor. Relocataible signs shall be installed as
fenced off with no access to the work area from the freeway. specified on the plans or as determined In the field by the
State's- representative.
No freeway ramps or freeway lanes may be closed or obstructed All signs, roadside markers, electroliers, etc., shall be
at anytime unless specifically allowed per the encroachment
permit and/or as directed by the State's representaive. protected and/or replaced in-kind according to the current
State Standard Plans and the current Traffic Manual, at no
All fence relocated to facilitate. the construction of this cost to the State.
project inside the State right of way shall be replaced with Local agency (City, County, etc.) Standards will be permitted
type CL -6 fence as shown in the State's Standard Plans or in the State right of way only if they exceed State
with a reinfored concrete block wall in accordance with Standards and are approved prior to permit issuance.
acceptable local agency standards.
Where Type CL -6 fence does not exist, the State right of way
fence must be upgraded to type CL -6 fence, as shown in the
Standard Plans. I . .
Clearance between too o/ ee-- '
pipe and steel reinfomemenf t of sm M
,0 - "'� I short be a i drimm 1 of I 1/�` , Storm tINIM hweff of Meant M�It
'a I
I I -
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A O � ssrrw. SECTION C -C
PAL :1. ... • CASE X
tiEt TION A•A , .. Ib IMherts alsa►anee bef9resn_ botom of Aecost Poe Stews Drain OW top of
CASE I ' . soMbty sewer t6 les^ "loth • U.M.. snowy emw MMI be C LR
•,, !:. unless otherwise ow new.
. ..►.. • .
For existing and new ewers less thou 15 inchN M diameter where 10 ,, ,, .
�'
clearonce between bottom of Cat M Place Storni Drain cpd top W_ .
of Sen. Sewer N less than 6 Inches, and where the sew► M
ap/elolilllalsly of riglK ofta♦les to thio Stem OraU. . W I �CfIE111 Ori SyNrImetr� Ifiert
ill The sisMisly► .ew . M.N be C.I. R w6a sM...N+1► spMd. .. '1.
Se
C1*erwas betwe*rl ftp of fewer flip* olid 1
steel • reinloree-m-1 si111A1 be a willollliMlllinvert of cast in
of 4 Inches. i__�_-_I ohm Sterol Oreille .. • : • : ':: '
So, eve tire.a►-• 3rd '*'big #* if II&► k � IV W." iv
• 119 / - YAC1" ArA,A,C, /�3 940o otlenR,eat",CA%Wr,S «n► e4@ss r. t/wp,Mly.
ys� M ♦ ri. awe , f oerw --_j`x- q"�+
>. ] c.4a r.L , .4p 4" ,Ifabser. , . 1 1 ' --y' c , I T.4AM-C d✓ oar& s Av s'a'71./ r htnw..
�_ 1 s/o ,•A.4 N. ? • ld) . x 4 . 1 . t. ^q r ver, w wet 2 - LATE.44LS: 0 tite,owk onto- ver ♦otb d�br "f,ww+4". ocAoa..AA.htf al•w•1 `r .�reAMe en
� ? ':. I t Rlr ✓ aw.c.w.} J,N IWcol vI/V ;lith 4wolAw ApiNr/.
I • , ' 410- I 0 a -C1W err. r QlM.AJ #" &I JINAf r .rAe//Aw 1Pcv*d ~ c«IM/r My d✓.th" /►•.r. swAel. ,2 N
;19 �% a _ o4 A;.-Ov 4 0 "s. Arae, aro wAnrA AAwp lace 4EA .v .y.,ays*&,i6 � avww►d IAs1 f (S•w,1A cwmens �w
'1014.• w • _ n •/ •../h /..•IV .fLwM I ' - . ' I J 4.,! � 4 -kZWr,V d' ,aeor•./Juvl b nrAy br JrAC,rtmsed al *ptmn to~t,opt tells, bel ,,,Ay CA,w . Jv.
- = .. _ � AC01iq,) o/ J,OW-N' awe Ar q W41111ed aY tin laird E1*4010W.
.✓ tint � , J f 1 �Y - S-4WJ'A& AN WMv1 depth o/ walnA wAr h,aw Jl..nrl s., � vel A.s,w /r1s MrI .'-Aq Ar Auseaf
*I4. 7.1 0'ac I + SECTION -h -Ls ?�A�N st/wls or J*4 *Aor &r#sws dslreel;ew s,WwK•l nmmmmbi�.it 41"11 of ,or 001mit M.
m _AU r. I .fit"p.,w..e6r a'a%t. ,.'zn.•w+^40,0V.•_0) CasairicimndtMll oipv-arlolANA- OfAlho/MWAs res 044e,0401.
MM I 1 0 be's io• , to �•••y _ W&"dltvneA.ra,s.O'iY-drss, Cay.lrrWf=11 JNv//b* AAn►lwdocaw'A/etoJ.
c--� Owwf f*,s4 S '. ji,-apt e0w, • - _
'f`l _ •. , 1._ '"r.", r)• yii•e »,ftW4 n.ao - `d!• _. iai,.rw.��✓a0..a 111 '�a a /Pt'AAA CIMG srfEL .,/,cal/d. ,..r 2-O /71 , .►t/w9/,l Aa,v, /j Clow• 1....ri ,fear s
• r= - . L.� . • •• 1 .. .. T"'- •. J " Il csvic,ioto took i Almow•w ofhlrw4se rN Awe JAIllAe seri, /,N/ •M•Dtw 1f "on Cw I
•J• �w-
. - aJ • ' I - ; .. ,e' ,vr ,vA". j T 'v'kr►' or (/weer. Jho✓.Fr/Ad.Io/i e4nA'1li/ice do pMn.
• I _/ - Is.itieAl�K w, - Jy-,M.: '0 T,wwd d ; " . i,*- �s .1 I'""" wv 0 � fA4sFt4 Afr,O ihol/Dbe J'!b' 4.916'or /el3 m?d d',2rOt aver SO'
is _I • ; 1 a ,t, . d-•frf-PJ J1he//N ,ma„a"r e t,vo,&*&.Me*ldada,s l o,wo,wl loss IA*n d. -'w& "J.a *illi
If • • ` i r�e' Ie," wal/sa►f. wv. ..�ww alt.*m~*sealae•►lAd 4Jmoe.v ~1Ae M1 10 /3'n-cA,rAr
f 1 lb f I ~ ; T.f."'.., v ,bw,et sage, shvN Ao ,wt ..Iw t/Apv, 2 ;edit vbov. Tine .avre.'�' 1 L �w�. eel 9(:.
14'• f 0-14M�;Ai VWZ-R, AAVA*AF,lw earned ,sAds/t .dlwl/Ae evatodlin /.•!alisasort�•dirmir
asmiow
.'
`, ; 0. '.4,
19 Scars \7 1 • ' �•"� • glpOlJ l00InlIncl O✓' WI;) -ed Igd/Jf JIA>tlt .
''. .4 . - t Y F oa J ` E
,. ''+• /e`o t ea/Ni era a
�r'' : ��`." t�" ti A --�� � //-n00*Q al nW.hal� .dAO// All -star/ 1/nwvA/d to 4ww 1 INN .
-f. ..... z�z� A. u•se when e,f � plr,ta0lrpr � y �
/2 -A1WY of ,,r&y,A 6,,1XA,d4y .Ilam•,-0AW16r/elw%W «e war evot..aa ww asI+r•pMis, dI•e�If
W • 1 Af1'cic ILulh anal- p, lbs - N 4 � wf I . Owl a ca at,>rartlwx.,*W e/M►e ♦wwlymly ArN w,1A 0 Am,yAw 4w1 way is
SECTION N -M -P -O ustxfw'/w, 1}13 wu-olgr „w, �'. ' "'' -=-- p per n 4lel/.
iu /,.£ / /i/e1r/IVV J qIMJ dist' /,w/ %,dt W& /J w/ # %/y,#J",. t .
/� Tr,Jhc Aa�x/ ppr, /i�D Iss/
s _ •f ser.. d. v -4y, iv& ! 0&~ $ 14 - r. 3000 si o/ Il da s.
nefewL,ar�ae/ ort i'LfI Mwes/Io Nye (der, n•►N` M • �1 i�K1fful►r A}be11ROatI JNO. TMI era, r F Arte T T -_.w n"oeA•%.
+ •6, tr>ry l,�.I,�,,,/ l,�Yi/ "'1s a AMxeIM Ir•a- is specified Ovj po sol SAd -
Dwp 2 0210 nolo . - , : It 'j' * I -i
AX
!'� 7 • .VMY 6",
J, 411 teen s1 I ' or i/ .r 01044 m1...,4s A, 1 •. 1, . 3 .. j j 1
0J1riJ� / (V �1 . - .r"'"'eI' 'IrwJ on.1 � 0# - s6, 1 i -
J - ' )* t 14 -..,A 5r if,
! • io f . i .
Stye! /0r d TABLE Of 1110 StZL ;
.vArn le N,•ot .inn!/ , of )i A 1 e 5t.. p .. F •ora 64r _ A - !�• -
11•.+....1.0c I; \ i 51041• �i A' ts• ppS or IJ'' r.- ;
N . i'. f'2_'_/41" 0603- _eSi • �0 !4- t?' ,
L , 0 ~8 . , si f/y w area/ se' -/N• !7..1' �t 1 S. 7 N �, $I-
If
l , I I.4 . . 0 0g: 13Z Ix f Sr -
r Tae t<� t! 1 N II
I 1 J1!•^o Pi-= w P iN • t 1 o0- (
>s ., �P/
. a. i . -I ' f I ver I. I I .1 I J7 •96 A
' 1x (., f i.
Ill .,1.Is., I 1� ! v - '�� ' 1I
C. I I a n9FE19ENCEt 11EVIS10Na LOS ANGELES COUNTY
L
1' - _ r ``' A'�► ! � j:VO`sL``t ►�x-.4L _..� I-2-DI`i «AaN .Ars bemcw•.raeaa FLOOD CONTROL DISTRICT
T11 . yjo
I ♦ ♦ 1 �`'"" _3_te''''• s•.... I'L 2- h 107 4- 11AhGYo vel
I' • s-.. . G % t: VI.•N:I Na.
->ai.,1,:� ' J I -• : - ".�+-{lad.vw : I a o/;err 1 _` --.-& "". 2- D 171 • . �LS NEVN5E8 MANHOLE NO. 4
2-021 6 I-3 - A
.. I ca- I - - I I .J I w.11e a ,06..40"" of JJ- r
1::= _-- - 410
•e 6-5 PL N, SECTION. ANOL.I..-__--*-
) i LONGITUDINAL �' Q 9f $ 6.14 •(.:4Tn N OTI:
I ifdlt.;,n 1 SECTION • 2- 04f�P A f 6 1 B Wvlfl Ellp� DETAIL
0 10 0 CHANGE f T
-fT t), --11 -- - RLA 151: I 4 a 0-54 'int"1 , j ll E •rrwovio •►
PLAN 3 �o vera 4N+1r r'9 th. p ' •..
l t,Y .� 7-�• .v. G It
% 1"O.. II .,i t'.....) ILL, V -y-i-
-t J• wall ave so• rF.wta hn i'�ll�
. .. _...... �......_ _._.....-- _ . ., r ern /L'itL! .l -�Jt ,��
'' ��
aids :ear: a
TA I• tit S
LaIIIS. Stasi'-� .:..�• .:amu *S Bon w ►
�D
�.,-.4,...-�
Min. MN+.
I
alt 2e clear .5
t
HALF .SECTION E -E HALF SECTION D -C
d "WK � �bN Ll"
Type E surf ewlr
Use when sewer is W" Use when sewer Is
• i"
curb only
04 TNaI� C w SamOONIM
tdd►r
constructed and M leaf exist" air IS In
•
f�M "~ f111dlefWbeid earNl-
CASE JZ
titin too in die. dla. W ler w.
CASE ]I Where clearonce between botilim of PI'scost
Plea or Cost In PWeo Sterm DmW
For elxistinii sonifory sowers loss than IS inches In diameter where existing sewer Is to be and kp of >i•mUml smat k � 6 indw to 10 U bels.
maintained In place and where clearance between bottom of Cost In Place Storm Drain
and lisp of sanitary soave Is less alas 4 kWh".
• Into walls
The encasement for the •ewe► between the limlfe of the sneosomeW and the haws it
Svipw6ed" Mwal"I of so" nVR%IW deed WW. 58
the storm drain shell be as shown In Coss = t Sec. D- 0 .
REVISIONS
I LOS ANGELES COUNTY
•7"., bend
MARK OATS omecwt►Teoth
FLOOD CONTROL. DISTRICT
GENERAL NOTES
A 9-6-s Revised Note 2
I. Where C. t. R is Batted flow the Sanity Samar stall be cted orifi; ttel�dSrd +�� twos
Sanitary ��
* 11-3- 6 Added Note 4
0 4-1-T2 Rowasa"
PROTECTION FOR MAIN LINE
soil pipe N the case d house connections" a with cions 8 a cies• cast Myon pipe In the cone d mo111
concrete
AND
ane severs.
At Concrete fed, snoessmeinls she" be pqr adjacent sk wcttyrAescept Ce"Iff and Case Iff whidl
MOUSE CONNECTION SEWERS
shall boi&420-C-2000 Portland cement concrete.
*
ft" - -
" 3. The concrete encasement shall extend across the fntl w" of Me skm dmb /wr1M On an addNo wet
"
12 Inches into undisturbed earth on each side of the storm drain french. � /
0"`r' , ...eve» ev
,Y`
yb 4. C. i. P stetI net be Moor for Les M"ke CeIllflfy $008Qln tt10,11 t «ter sewers w err Ctlp d Land Oeadl I 7/
a ee et .wawnw et
-- chat�..
a
sanitary sewers.
wserwew.ee w
SCALL OAYE ..+
NO.
•
NONE JULY 61 a►awr* I r•. I
.
d11Dw
•4 bra. Tatty -2
••C'• wlII very wltn 41fferent Match curb typo
greteaa. owe types. pox Type D shawl
11
Ill -
t
•4 hoops a 12"
width and well thlakn.N Daftresslen far Too A
Type E surf ewlr
E _
• i"
curb only
04 TNaI� C w SamOONIM
tdd►r
r 1. -I..Salle star
I gutty
- 0%
Z. -S..
-
is •TK bow T"
aI"
• Into walls
Chamefr
04919=
•7"., bend
3" Fillet
FiIlot
1• • Into gel Is
so
3" f l l fat
I
T
•
1%.", all
�_ - __ - a--,
*
ft" - -
__ (
Ll
__ A
L1 ► TI
T12•-11%" Yin ,lT�
l Ai 1
T 2'-11%" Wt r T
out• o. D l o of p t pa • 7" s
SECTION F -F
-° v SECTION D -o
SECTION B-8
•706' • cotton bend '•c•'_ Notch Dorf type
'Iswl Into veal gtK fres•I�YCr1 }
ora
ore" I F
LI rI - ----- __ ►- -- - __ ~
1 =;
f 1
I A II I Grate I
' ,i Na _ Typo 0 . ' r --
.1 1 ,
1, ypd 2 s o VVV , 1• r I r
hMm ! N . N .. I
SI 21
K s -e► tt-y - --- - -- _ =d TYPE G6
VSatin-) 2, 0„ T ` T
- . - I IA' ' Yln r I ( YNah eIw• two
T 2'-1I%- - Yin Jr T eu»lab Dta o1 Dlpa 3": Type "006"
, outside DIG of pipe • 3"t TYPE G4 V 1'-7'• �Smm slaw
i ---I
TYPE G2 Ib -•
a gutter
ton caro tips - --
Type A shown �1I
rYaw gulf* flowllrle dspr""do c I
_,-Sim* *laps all gutter
I
III 0 a
a3
2'-O" T
ECTION A -A
164
I T I Z- -0" IT -1
TYPE Gt
SECTION C-
1 •-
I
I
1
' otoi-
I Type 24 I
4 '
I
I. I I -
t ft
1
I
T I 2'-O" .ITI
LTJ z• -o- • ,LTJ
S kiss E -E
I
I
.-
I
X21
11
Ill -
t
V .
II N
-
r
we
I T I Z- -0" IT -1
TYPE Gt
SECTION C-
1 •-
I
I
1
' otoi-
I Type 24 I
4 '
I
I. I I -
t ft
1
I
T I 2'-O" .ITI
LTJ z• -o- • ,LTJ
S kiss E -E
I
I
-
ITr
I
I
we
,,ip
1,
E _
I
I
- T 4 .
Type
'• t
___
11
;
- 0%
4 -
LTJ 2•-0'' ( TJ
TYPE G5
ells', vera aglow
July 1. 1912
ftme YeINKAL 116--m
NOTES
O"►
L "N'• le the difference In elevation between the outlet pro
flow am anal the normal gutter Waft Ila undWo" ".
2. For "T" wet "Ackness• see Table A befaw.
3. so reinforcing not required when 'lar' lo r or las and iia
uneuppor ted width or length Is T' r low Nen eneeedithg
theme /alts Ind be reinforced with 64 bars • M'••- confers
Placed II/i' clear to Inside of box unless otherwise slow►
41, Irtet bottom reinforcing not required. See Standard Pion
0710 for dternotive rob -to d bottom and aMKnel
half round bottaF
L Staps-llae reqs•" wiwo .a., Is some
Mian 30•'. where "W A
30•' or were, Instal *taps with lowest rung 12- above the
floor and highest rung net sore than 6- 1, 01, tap of ~.
The distance between steps whys not exceed el' and SM be
uniform throughout the lanip t of the VOL Plow steps In tin
sal without an Opening. Step Wert* may be suDstltuted
for the bar ate"& Stop Inerts onto o*Ilvb, with State
In"wtrial Safety regalrmM►ts. See Standard hon 0740 for
step detdl<
L Details shown appy to both metol an" sa"reto pew
7. Plastal can be placed In any wall.
L Curb section Mal fetch adjacent awls.
I. lodn fors ate have weed travel finish and o N ditm Mope
of ej from all directions toward outlet ppm
10. Galvanlzktg-See Standard Specifications or SpecialPr*W@Mm
1L Cost -M -plea or Procrit alternative Is optional with
contractor, See Standard Specifications.
e. Sot "Sat se that Prete bra are prsW to direction N
princlpai surface flow.
IS. Sse Standard Plan* OITA and 0178 for grote and frame
deteb end wMr•to of fbmetl.ra,s ren one *teat
K Sea Standard Plop 0711 for gutter depression fttalls,
TABLE A
CONCRETE QUANTITIES
N=r-a• to 11•10.9T•6") wr-r to 2e•-e"lT•e"f
Additional Additional
Tepe N`IM PCC pr ft, ic) PCC per Ft.
ICT) ICT)
G -I 0.96 0220 (1) I n
G- • 02ST S.45, 0.3•e
G-3 L03 0.220 (1) 11)
G-40 1,2T 0.251 3.411 0.3C0
(24")
G-4 o L30 0.2ST 3.SO 0.3f•
•"1
G-5 I L02 0.220 I 111 I 111
G-6 La Ill I its
oMex;.o ellswaw ho0ill- 6•-0•'. Tubb based on r• flew
Mob. No deductions are to be soft to thea quantities
because of plea opeNngs, df ferent floor after. tives
or different orb types. • Ouontitfes for Type G-2 and
G-/ k let• bond on the sknial u l Interior dlmneiorn
STATE W CALFN•
tope vvw M lamope M.T01
DRAINAGE INLET
NO SCALE FD_7 3
RECORD DRAWING
[SB] N:\2050\006\CAD\SDDT02.DWG PLOT SCALE 1"-