HomeMy WebLinkAbout2737-c-3I!M o 300 w.,4-102'1 V ASSCIWLTTt OVif*Bw � .
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• A oat loc•� a.�l[j- yp•"a
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3 0-0.0 LEGEND*
100 41nt1h R
�� ---� i I JI•>w ! SO. 1; �• 1
I FLOW LIME . 13 .1.m .. , ,fill
FACE %OOMKI� reu wve ISO* Anc�tlar a L -a! asl . tT+ ,, c.... JN
I
PLATE J _ _ --`-- Data A on Sid Plan 07K1 __ y rW _
SCO ( a n e+ N i{ _ : 1.'1 ut • -(1r vrlw l -so 1-1 r• 7 See Note 7 and Curb ■umwt � o1rM .� _ --�-_- •
INK I I CURL I1ME - N • e: INS 0, _ d•toy •n Std Nan 074C �a-•._--. .••.... -- --_- •
EXTRA ISIX•4► STEPS 4 I 41
I .4 I -r3 NS0 .rmt .. too Pr*.Ido «» 0.S ,. , Itt .. j Yomtarr ' .. v -,.-s• I..':,.ii`-s'�.-__ .r.,..,1 NQ� � �A, /itils '` t Jt I r,lr."-*
•f ' . SIN 8aain �
LL
•♦ I 1 kw "atl"M *at 1A ,, r 11.4 &!, I• IHt L Jul 1 Itt► Nw w. i �a J
�N 2 SIDES OF � 11P
i - 'r3 .300 mat ff 1 - 1 aed. oen+r N E «w ..i » Ems, fN.lt 1.., ...�.. •.n i .Wu-- _
MANHOLE OLE FRAME ► 100 41.11 •� �, �. L laid, 4 rh- i clew- ... w�- . - T_7 a • Y_ i
AND COVER I 300 sw TS 1■Rn ►roe _ + a - •••-'•+• r. -.- ,: ' now .n-.., lea - i .LHR! .. - `
'........- -...•ti, .- _1441 1�
tan alepe 10Y M 1 Outlet N a•n r k a. ■4.11 em■ 3 NATES „+ ,. - w. i crr.- w - A•... , SCI • *_ ,I n 1 LO
MANCOLEAi N • N2'iw1L + 1S•IR I NOT ' a ale a" . „�= %"Paas• •-•.. _... ., �,r• t•• t +t
--------•� 100 Send to allow. t 'X' le the !f france, In eiewtlen Pot -eon the cutis pipe Mo-
a ANO COVER O . I 1 V: Openwv MnOThe r• to M t Ilno Old the Awe" gutter peM Mn• vWpae••4 M the • o,*L:'PlostIc
`" miew r'r.X[ sur - '^
11 0% N WF 2J w 3.0 4 4.3 •, 6 6.4 . •,f • `�• irtara4 t /� toca. 3 4141■ f Steel 1474 1�r �V-
��41mel s 1X � 0 2.For "T-weltthickness.Pee Tate A bels., POIyarad yZero „ �Ep.r tit"% I�' KL�_DPTIONAL.
SECTION A -A 11410 1 Maly+• e+ wb went" .r.ry eitn the +axye S.S. Sao" 01`pr._ _.r - __ yP. e/ w► w ins � !Ke=SECTION s-BFewFMO*An a i
O SEC C -S "r of ewr.w«. L- $'- to w.■ 11 •s 's w 7.t wr►e•aw► MtititNiCiiOR SONOrRSCNM 1� 71dGi:411� II Jf Idowatk . 4' �11d4N4lh O
YO TYPICAL SECTtOM t
r tUBaRAO( C GTOR /tom[
4, ed refnfrc rof repdr" otnmrn •X' I. 2.s • r ie. end tlhe Angle • far Typo a curb "«
OR MOLITMK 114 .w t3"dtK" (car w/ trace Mew
naneupported .b+h r I.r1e+w le 2J. r le••. •eN e.ce+dr+f fSTEa 1NSEATf ('� ' ._ ape t 102 mho , T6 w . 1,1 em
00
cart» As c alis tea. f-
►- See Section C -C trtlenr Itb__
-13 MSO t la eta on thew Owls and pe relnfrced wtta M3 brs • 4S0 s -t centra tj � • ,. % • •,
r 01■C e.hfr• • f Ct_
-N CONMECTIOM ■�•"• • It •NS rel.
J - a M '� ■2'14 ae L t1. 11111 a It ■nte S. T■et bottom reinforcing rcYp net rika. r•a S" Stoyvd run • K/ "r" t anrJw• a I .
.- ; I i 3� - �- a«hd norl:on/d flat. Into 1>~ � ■ T.f r • . . . .. . - C
oSTEPS - fel anrrothre relnfrc" sotromlFACE ANGLE ANCHOR DETAIL A NOTES: 'Z` SECT{ON A-AEdOr 114141 E.4.r rlrm.hAt I l ______�� "�__-1 yO/Maw I N a Stye- Ma+e rpdred rrw• X i• M« il,rt a7S LL ■net• 'X'4 I1t (i o UJ�/-i face o.y � C -11 04M •�vr ,� ; H Mi q w� fbaraard morj6highoatins al steps with
ItMn +50 .�'■.. 0 too •t Wait. he
not 5tc ion of Front of Sidewalk Q � 0
IJ V Mnor. iJ •I! e3a ••s T• •• 1 f .r R Na.' the diatom* Cot -..n steps anal not e.Ceed 300 r end To ►t •. tllr. 4.. sr.el .» 1. Fi1Rf I30d� 511.1 t1• a �Rl�ya
r'• ,,, 41.411 p 1 typo 1 r 2s ms■ +fan %toot at R1arR1�CkIO/ r
(1'IR 10 , ----____ - r • orb 1 trwfra t►re,.yhouf the l.r"th *f the .al Plxe stop• ti fro FACE RNINO/at10a�
.., 1 F ANGLE OE1AE. A PS 15.80. (n Cn CO
L ------- _I L0.M a 1 L M Q .a A n w .t epil. an wort► stop cystis may .,e•11tur" +r N"
;- �1--}�•� I°0 4141 R 100 .w R R• - Mn Is .w on Cs •tet•" Stop Inert• and ewpy .Itn Store r4rTr lel SO►cry 23
' + ! outt•t , reyrewor,ts. See Stcr O'C: I•toh OTK for step d.ta►a ' '•[� Odds 16 ft 0
Ii. Protection tion Or. Pee I.•a ► ■SiSport 4■+1b14 I...t �� Curb Openkp N+elw• p,,,,,, ` +-'P-I � a •c^�� �
• .i J.'r
I,- �ECT10N 0- iiita 7. wwhe onto a""iris tPrOacact"rWyf t C* 0 'IT r� Ghon C~w 'r.. //J l•rpin eI Me •f 2 � • W b fir w �y i� e a(t
0 -,Ow mSeo Curb wro+Mert O.taM a• Jn4fir •db!! tsOiOw M �,Q
! : YPE A CUM! TYPE13CLIRBSho le hie the "Inlet .a on .o f t1ee � ' 4P U a r Le••oowEl Irrr.►i1 - PLAN •" std Plan
f+7+a J 0. ►tpei.+ 00% w pl«" In any .a. 1_ � Any t• Par•2i Na OVERFLOW 3 TOP (T*
OOIIOfD�om tu•.r1t r10 town MRk»i dPs yW M M•Yr••• R%N L IAe' m (� ` )
s7 CURB OPENING DETAILS Kure section shot match edlacet► ays, so our"
►«a 30. ItIBBt Q)
PLAN D 0 W E L DETAIL TYPE OL ID. [.cost for I Pat s usea as "tion tyres, basin Iry ends he" a J � �: ; , �' 1»vq Rmft Q1
aM*mua or • 4 from d ati«tlero t*.ra ..wet H ' • 210 n --T- It .. urs M tea. urge bttr BYPASS A D F�Mwt�,n,. i�.�.MIRt tI�A rR•IRfW JtAR11• Naw/ 1• t•1•h
6.4 mm■ Chad• rd t Face enga ver Mew sno[ have trowel f"Sk POP* I«r TOW Eder /ttWh S. J'or "WXl kkm W11RJlM11y wposm fie, / 0 _..J I
am.r and row ties AnrA,er MtrA loco So MOtestt4w 1_- �1� NOSE -
S T R U C T U R A L DATA .n sad Pfau •T1n IS.* Anchor ata A es ,■� wr, sae r � sm IN rel %aa . s« wt. 7 .w IL cd.anle►.o-S« SOW wrd Soeu.Icatlan• r SP.•+r +te.+.w... Q m.. • Strr.p w► 41.10„ a Filr n1•efum WW b• fo•N Ace# ` E Ll) �� J (M►
a . on Std Non 0140 „a„ rat• 6 J 40 Mo � oft R. � S' s" ofmist 0ttso»ar branand.Quasi � few d...r . STEP 0" SM STEP 1f ProtectionoeqNote a0"'� ue am Mo t� r� I0. fOMa�A*INA** 1 be iflt1R1.4 I� - 00
WALL AND SLAB DIMENSIONS AND Curb / d•taAa an IL s« Standora Han on for gutter dW&"%n detail. # Oas�i /� i{• N6WAN r� {�j
_ 1 ler w ... Y.. f Sid ire flat = 11 at"«+e P G A.�F b •M,r,,.,,,,t�,M br W46% 1.R0• kfC0* f" �t
REINFORCEMENT REQUIREMENTS _ whir
REINFORCEMENT 1 r hl' Kwow an oanc buff .eNM aq N steStlhtt" tel tae ffsor d _ t 1 I f
MAX MAX 1 iF REQUIRED IN dspresslon be wpstltuted for the t 1' •ata" iT .�`•+•�I'/ &L: PH LLI O In
1,1 add■ r dOnOh•r�ql:c
Gutter • ISO • •z. •' IL Stendrd so re, Mr [d4■r 1111NNw d•r00re1 a11yS a ' -__-_ L N 1141' �'ts 4141 S L • wr p
oearn rand r .ahA.den1 hee0.0 •nc�.r•
• o NF1 OnyO ta•l.• .n Pro •"a"'r. STEP DETAILS a,r► rdae I„ •`��
W V FRONT ME" •OTTOM ENO • 4 _ • 1 � I r✓w shown an iN• plan t--- • Q No Ian 0 andrr• a SA a i 1 0 � � a
w1►L
WALL SLA. WALL 1,S I FfM ........' 1,4 Iota Casf-+n-plea. r recast dtrratl.• 1• aptun■ "ton CURB SUPPORT DIMENSION CHART �� . .
CL , N 0 00
ISO aen•r«tel. SOe Standrd SperJHaetlerla.
1.0 n43.5 1 z.+ w4r► 150 tN,4a•1 Iso tamis•I ;,(� 'U 11300 •4: :1 II TABLE A DETAILa FACE ANGLE ANCi1DR C .
Lo 4143.11 S.s 4141r) 200 ".ata•) 20o .4144► I sp.,,.,DETAIL B � --,._-of '
" I G" 1 L 1170 w l L 1 a I N.. MODiK A • t: E
0
E 0 E 0611. 2„ .... --7 r010 a + W2.SN. F Q N -
2.0 n47 1 I's "46.1 Iso twm44.1 1!0 .1.t4t'1 I Z C� v 1� �1 SECTION F -F 1_,� ut a �T L2w rive SO oar •Snh 1.�I 43► w •fk.rs, NOTES •
�/APieta• JJtinf
iso 41.1r► 3.3 mllr) too mN441 :o0 41.x44) SECTION E -E ftowsion 1�Otnt
I WA"� I (�- SECTION G -C W24 � �-
1,0 41.111'1 1.2 4144.) 130 txm4i•1 130 41wr,14) R / O R i ♦ Mer+ ■r+•w+ an fhe refect prv,ploce a M protection x 8• 4' 11• 2(r v
'D .W mmn. It i Cr hers:Onldry Or«• WVIt of rte 0"01-e and s«" bath
k j I
^mss, ��
r B " ,all - S 58-30 2ti' 2sr 32' 32' r 4• t3' 23' 0
[ R ► 1 1 ) t + . 100 mw Ince the C+Mr wdl an coat s1d•.
Lit
_11 I
2.4 WAS,) ISO wM44•► 200 41.x44 ► I ` • Tyne • r a ave s«• eyN ewer Lt2J m and 311 ■r -+3 0300 melt ., u 1
/.0 w4I4.1 3.3 wlrl 200 ".144) 250 sewllo•1 M E star" Ir" �T �L LL �l _ Li Top eel Mltefs ir� ifr4 L Gelb •art• MnelIN ewwy Alec" .hal m1NnL•1 ti O
/.. / ./ E // Mand rn.1. _.� 11 + , I -1[ T,�'Hi' �" TI i Ta bo�+A o�i,�2�00 ler flet slurs. no .e.AxtMn fel Pipe -U • 3M w• eantr. �, N Yr�rr~ F 38• r 4• t t 2ti• ��� 1 I
F M R i ao ... St Pa r - * f , _" b• w • L 1 -� _ rN.w .,.w «w ..11i,.r 3r211111N .
1.2 1141.1 ISo 41u4•'1 130 moo 11) E orb M 2J. T� �� N
/ plce w..)a,.. / ftNlf of fr;1BP4A
' ' atrd0e H . In r • Mt^ . 22'
I.$ 1*4.1 Iso w.w1u•) 200 Rwft1a1 C N / o //foo m. cure oprhbga,and ours type yaw X010.+ auanHty of wr fmfdt 3 ALTERNATIYE / Nwia
r>1 w
`- T , 1 -- - CT . cor.oret•. No doductlene r adjustments re to be mode to "to" ALTERNATIVE I
2so G 000(1 S8.24: for 24Y24' LQ Oro9 Mlisl •�, %60. Q
-: E j U / • 4"11tfes C•caume of pipe pperWhp•. dltrrenf her sterryn-«,
1 2.4 mfr) 200 wn461 200 rrNa) M / I
w. afrr.nt durI rico. r orf en► tholyN of ave oo•rwrhpo. HALF ROUND BOTTOM REINFORCED BOTTOM MOM �� � �ITL_� I Q � (f:s1 ' ,`` • ��
111 3.0 +x410') 200 mN4a•) 2S0 mrw110'1 E [ j Vat• leo mw NaeMr on Nvr+M sTAtt or tKrow•A la
%, / // T to---' WARTaENT OF TRANSPMIAwait H 5198' I.Q Itrlsl �1-• -/' • > W
" N i - ,, % 0 fur' s►.rt R CALIFORNIA MODEL SB -2438 For 24 --
3.! m1I12) 200 .Alla') 230 RwR110.1 / T / �, ' -`--�T Isma eya on war 1 ' _ 1 a� 0
-J o.Y • L lfrwiltKNT Or tRAMyplt:flpw e t
FOR W - t x424•►. V ' 3.! a.11r► OR a t 1.2 P41.1 SEE PROJtCT PLANS C T -.I �•� • L T o0 t1N DRAINAGE INLETS d • / A•dJia • • •: . ,A, .•
`«' ova at.rJ"r SECTION H -N NO SIAL E DRAINAGE INLET DETAILS MOM- ToP Flt "that WIOW0 tt,io PW" 1.60 InstIIAW in IMI�aF --
AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER PLAN '~ '�" ROMP " Oprele L c PLAN w
PRaemxeAt[oa.T../ STANOAROPUM TYPE 0 TYPE C All Ott[NSIONS AMC IN NO SCALE wWx nonw'�pA1kWq*W 1iwD&VeiWft u�m jokt� i:eko Flovje (D
hvetr:wOxaSst.NdamM ac CURB OPENING CATCH BASIN '"Er"K -"� --- °-� VIII le(IERS IMfSS OTN(R.1x slo.M p�Z AIL 01MENSIONS ARE II �/
300-2 wlurETINS wtss OTNERaIS4 s-K.N D74C Privow Oyy �,tt iM j/jAt r_ v,
,«. 51(re�ion of Gu/ /aW LLi
Oev "" USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET + Of 7
t - lot/101011114V Of Qf >
2-11 Gtar4w it flop+ .dial YM;RJIB- . f- W Q ''
IS -• CITY Of FONTANA, WIFORNIA ftwo by -- C`� ffT-D. U z O
FOSSIL FILTER WITH SILT BASIN colHihr>Rc►AL to
DRiV9WAY 9NTfUUNCI cn« �► DETAIL I � o Oo
• KAPIAL ENTiCAN6t e �,",� zqq��`/..C._.r 0 Z Q
PATENT PENDINt3 ! FRiO►OrMOR M+c, Slew PMW CA Noel Sl MIEN- It - poiili'!M-G+�.EII�wc4ir �r:.t.1"M ' O tat ' /► L� W ^ U) N
NOTES + ell' L t✓ 0 W �.j- M Q
W CURB AND QUTTER •: LLI ft . v
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED 0 La L1. -
A coats FACE I Q o f L_ Z
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE + T Etc GUTTER I 6L f-'- W
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY- USING THE SAME CLASS v EDGE OF GUTTER f W o
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE SEWER MAiN INI r►f R / - - - ,
PROVIDED WITH A WEAKENED PLANE OR A 23 mmtl•1 DEEP SAWCUT CONTINUOUSLY AROUND W ^'
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDT14 • as too mm (2') AC PAVEMENT
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. 47-45 WYE 4S I/BBENO 1 Wa SEC
"Ox ` �C V 1 ((C2 -A* -4000) bi \ 5i () 0
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AJ40 WALK ADJACENT TO THE / I �� E n I SEE NOT[ ] ; PCC ON CN• W t' -
BASIN.
'r
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT ti ` 1 41 9 OR 1419T SERIES COVER W� PCC Q, : • EEx. AC SEE NorE
SHAPED BY PLASTERING. iVeaT
3. FLOOR OF BASIN SHALL BE SIVEN A STEEL TROWEL FiMISM ANO SHALL NAVE A LON6iTUINNiL . // . -4,L I
' Im"4S S�f�,� ii 3�4• . •!'~ r '^ Itia It -a ^-
1 4 40 "S so 111111
ANO LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE 0: { iy �sf�+ Ex. CURD •'!' u sr Jas
L A Rep • , twO aNaiff
trdtL`._._EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF TME FLOOR SHALL T. I to a AC PWT ast0 A. le ••, . , • "r 1I► " R-It0 N• -nm• -,a �yVQ
PLAq 1
THE SAME AS THE GUTTER GRADE. SLOIE FLOOR FROM ALL DIRECTIONS TO TME OUTL[T. tI r
AM '
4. DIMENSIONS: 0 Zs -12 N f L W/ • • '
SEE STANDARDS 125A 2 . . •• • . . ' •• . Na , ' . • "'. • t �1ftwft♦ i. Iff1 I
s ■ 970 tINR1l3'-2•t ANO 1258 ON SEWER I SEE NOTE 41 1 i . - .
I:ali CW � - c _ •Glia Ron � . - .� .... � .---..� ,., ',,� -(- �, '
V e THE DIFFERENCE iN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of CLEANOUT eoxEs SECTION D -D SECTION E -E I r- '�' •1mt �'"
THE CATCH BASIN AT THE OUTLET 63S m(4.S'). yl SEE NOTE 11 Rs TY�`, �� _O
VU • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT �i
THE UPSTREAM ENO OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS 1-- Rea - arto" rde-a1 am Iw►3 t:(1Ra AC DIKE ` .�}
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mee4121. 3, 11 R-4 " „ Rola 11.11 >�4e d OUANTITIES OUANTIT .Q
VI • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURD AND THE INVERT of OY I a. '. [ t :. - PvldT TYPICAL BUS PAD rep ••' • -. • SM r ler jta ss r '~ A4elhee 1st cubc Pu KTEElt TYK JW rWIENKTIEN O U
THE INLET. NOTED ON THE PROJECT PLANS. PCC I.- .' .. . • . j j � , .+ � ••, •• •,• �� M -do OOt4 - PIMA o. 033
H a NOTED ON THE PROJECT PLANS. t____ •• ••, 4_� a.N4
s o. aft
W a NOTED ON THE PROJECT PLANS. I To 0 a R. , 'Ia t«y aft le+1s800"d't • 'Lno o.OTs a" CO LL -
ata A2 Las 0. as � 0
A ■ THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR P1►[ { fua►o►Impe«d *n OaNt
SEE NOTE 2 M amw..aIN+ )Y r p OTl o. of
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 1 it W SEE NOTE 3
TrrE t 112 ost F 0.010
S. PLACE CONNECTOR PiPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- GN -- - - //�- Astab.t•" O"rK i ES • 0.d2T •oris ^` Uj
PCC / liar telt r"teesery 13 is M Wet 0n St lea« rasa \,
FIEO. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO OF THE BASIN. SECTION F -F / N� '� I • +»edea tt CURBS "or aat go" Q
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL see rot• 1 Rf0 fly" r el «+ f ��M Z
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PiPE MAY BE CUT AND TRIMMED AT A 1 t L
SKEW NECESSARY TO INSURE MINIMUM 110 RADIUS
PIPE EMBEDMENT. ALL AROUND. WITHIN \ tfW7E3t I r I Jati 3 III■ t i t n R-ri 0 f ---
THE CATCH BASIN WALL. AND 73 ENS. RAONO T ROUNDING OF STRUCTURE CONCRETE. • 1. •wENS10NR tJKESS OTHERWISE SHOWN) 1 •�a l Front amp of SAW -f la-ertrr t0r rN A 4 1� I --
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL B� StOEwAIK AC Pal f •Iw-dt Se. net• a ,•--•- T
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE •A• IS LESS THAN 4= V.C.P RISER + -4S WYE 4' KC.P LATERAL L 2t'" (as) t - 200 Hien - � %�/ Plat lea. T T� � �'w MIs •`el`" 'SOi,J Z w
70 DEGREES OR GREATER THAN IID DEGREES. OR WHENEVER THE CONNECTOR PIPE 1S LOCATED / 2i' w ) N (10) 1 tS0 Mea S T W O
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE • s 3�4' ! USE SECTION •-t rOR [t W CU CUBO ANO QITTER THAT K TO RftMAw � � � v
Sir
tIt
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOiD CUT- 43 -1/E 1 USE SECTION C -C FOR NEW CURD AND GUT GU CURB � � cue A s -i I t a•►•1 r■•• raa i IN ,To ,� sae r+• .
TING STANDARD LENGTHS OF PIPE. PROVIDE WATER TIGHT - . _ SENO 1419 SERIES BODY USE SECTION 0-0 FOR DUSTING CURB THAT K TO REMAIN. AND TER � • r j4S• �, � [s sw 00 astir .r '12 Z
PLASTIC PLUG W/ 1 USE SECTOR E-[ FOR EXOSTING Ac PAVEMENT. GUTSECTION A - A ( iT INrar Nre..i f" .w O°m'O°`t with a"emratM T TSI[ w V 1 Q
t. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. USE SECTION F -F rOlt NEIN AC PAVEMENT. ee•.r1el t. rep of dw•
THEY SCALL BE LOCATED AT THE CENTERLINE Of THE DOWNSTREAM ENO WALL. STEPS SHALL TIGHTENING BANDS -01 MIN 2`10 SLOPE UNLESS 1. AT LOCATIONS WHERE PCC PAVEMENT WILL ABUT [I1011Ns OMOREtE, AN EPlIr APPRBVEe 0M 111E FX� � I PLAN L yr� ; Caep■ct sC evert»t excavated to" V ■ ^^1 fy
BE SPACED D P OJE2') APART. THE TOP STEP SHALL BE 175 rLR17') BELOW THE TOP TO TM[ OTHERWISE DIRECTED iY ENGINEER 3NAll tE APPLIED TO THE EIDST4C CONCRETE SURFACES PRIOR TO CONCRETE PLACEA►ENT. � S« t• • // --J X
MANHOLE AND PROJECT 6S nMM2-1/2't. ALL OTHER STEPS SHALL ►ROJ£CT 130 .MINIS•).
CITY ENGINEER S. IF • + T K EQUAL TO OR GREATER THAN 300 (O2'). CIN ta•IALL EXTEND UNDER NEW CURB AND GUTTER. SEE MOtE /1 . �I t..!►!! 1}-- L owr sidewalk IewelOro tae usa B is �
7. DOWELS ARE REQUIRED At EACH CORNER AIIO AT 2 RII7 I ON CENTER 11EAXIIIIUat1 ALONG TN( O�ELEVATIQN B. CONSTRUCT L0407UDINAL WEANEMEO-PLAME JOINT TO MAYON A0JmOmNNG EXISTING Curio Iaa7M, at ►CC Ex. sebevaLR , .- - 14 and I 1 � j �d- ��." , ,•,- WI R.2S z
BACKWALL. SEWER MATIN aoo hex+ (2') IF NO AOJ13M4lMG GUTTER EXssts ;h Z t S 1 ! J tel r •••Purr Own
B. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: CONSTRUCTION . htOTESt 7. USE 30x100 (2•04') MEADER TO FORM 90 "MIN (3-1/2') STEP. TOP OF HEAOElt SHALL K SET TO LOW SEE NOTE 4
1. The Cleanout Box to be a Brooks No. 1419 Series AND GRADE '[G tot r- I - law 11.[ W
ITPE !r (U �
SOB MONOLITHIC CATCH BASIN CONNECTION L RESIDENTIAL SEXIER 9+AlL BE �' M)N{M1JM 11tC.! �f't. lOwdfiro -s« N.... LL W
309 CATCH BASIN REINFORCEMENT �_t - With Plastic Cover Or Equal. e� B ALL EXtP05[0 PCC CORNERS SMAII BE ROUNOEo WITH • 1s nwx (1/2') RAoIUt ley L-Vr ! m
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR Z ALL COiMNERC(AL SEINER CONFECTIONS SVt*.Ll` �C E y S. SURFACE OF Ct3NCI1EIE SMALL HAVE A Rosily TRANSVERSE GROOM FIMSH. Y ^ w•+•"r or... aa•t.a .f vp tel t►••■ 1one U) i~--•� Z
312 CATCH BASIN MANHOLE FRAME AND COVER SEWER LATERAL,WYE air RISER, e+ E 2• Box to be installed to allow Maximum Access to PL .' AND -• �, ELEvJ►noN fere ase t+lt.a � Level +� ["t' TT [s
10 W►tERE DESIGNATED ale TME ENGINEER UNOEyRA1rIE SUWIAOE MATERIAL SNAIL K REMOvf ANO ` e:� .. Gy7iER A. , +j- aar•os entire at•m.rt L a11�T-a !i M +.-M -7
633 STEEL STEP 3. ALL SEINER CONSTRUCTION IN TME PUBLIC RIGHT-C)F-iM�Y Cleanout. . REPLACED WITH CMB. L
636 POLYPROPYLENE PLASTIC STEP oa :'C]•;•••: :.• • r ?4 - r-1
SHALL 8E VITRIFIED CLAY PiPE. 3. This Plastic Sox is to be Installed Whenever the fie 11. VR+ERE NEIN txtRs ANB GUTTER K CONSTRIKTEO AOIACENT TD EX.sTINc IIOEwAIx, SIDEWALK SHALL • ••' : SECTIONS 1 s« Irl. A - ( , Q
!. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL 4, CONCRETE BOP( SHALL BE INSTALLED WHENEVER LATERAL i � V.C.P. Lateral Riser will. be In Landscape Are 1Jl # e REMOVCO AMC REPlwt30 TO NEAREST SCOREtJIN[. � '•a'. - DRIVEWAYS trfa..h. � � `� la v ~
M.>s a L s ape a I (/)
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE RISER WiLL 8E IN A CONCRETE AREAS IE. ORiVEW/K '� � 12. CONSTTIUCT TRANSVERSE TtEA1cENE0-PLANE JOINTS w Bus Py PAVEMENT AT APPROX. 3 N 1 w1ERVAl1
METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED �[ � tr�vrl�pr� t �� f (n m _ 3 4- I-- - m MTE 1[ SGL lei« i i rsr• A O
JILL STANDARD DETAIL 12' '* t rOF CALI Il CONSTRUCT TRANSVERSE w JOINTS
WEE JOINTS w IIUS ►y IAKMGtT AT A,,I EXrsttNC 1$JIIB/d1A
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION �t !GUTTER CONSTRUCTION JaNTS ANO WEAKENED -/LANE JONtS. • c•.. A +h■r•'■•1 1p.■eO. 1, MffrOrw In 'tel LL
SHALL BE ENGLISH UNITS. S. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL .t. Ex. CURD I «w• *f the rl...ay raw ..• N" •... TYP F O
t! AND GUTTER 2. w case a .hen rasa &%I&" 001" s.e•.d lu Ih Goa• L of a at" 4et.een the $utter one • par,• an two' ASPHALT CONCRETE ONES /-�/V� 'Q
E N. AT 1tfE OPTION OF THE ENGINEER, THE EXISTING PAVEMENT MAY aE NEATLY SAWWt AROUND the( N S. use Case I when W■-dk are" ~ .aid a.seN n Ie LS motors feet frac. out one .hot not «.mad OX R•w.a NOTE A • t■rend top •f K reeed •n tn• LAIC !
RISER WILL BE IN TURF AREAS IE. PARKWAYS. OF CAL + Signed: ��Date: t''Id- to OW*90NS OF THE BUS PAD, AND CONCRETE POURED DIRECTLY USING THE EXOSTING PAVEMENT ASA Case L ~ "f0f vV
SEE STAN014RD DETAIL 1254 - ACAO tiTa 0Et l3Le01 9 FORM. THE CONCRETE EDGES SHALL BE ROUNDED WITH A 15 wwn (1/2') RAMS, 11'''11 ems - 41'1 .4y 0`409 •No•,met $utter rsp4.hre rooln•r.a rhaae.r under rt. eitn n• )sent *r it" Et � z
/SEE NOTE S 4. I•"* mew ••cwt ler orb heights e.r 2" mm ware be L MrANSm woo Of deer p•■eaD shot M In IllIrL caner. //
right6 ~ be Used on curb aboiNk. IF N w" r"frktiank naturalsa•rlert r ether extat " SLATE M faLPalaea q �-
UNITS
S- 15. DIMENSIONS
UNIT'S AREA USED• ALL VALUETHIS PLAN FOR S USED FOR CONSMXr-i4 SHALL KRIC AND Emotism uwTs ARE Nor EMETRIC ALUEiXACTLY EQUAL r OFUENSLAM S. 11 Is when s10r.ok ley tocat■4 ~6 eln.el[yra e.rytl•ne tees• en V.reoeerndyM MrdslMpmo., the aI.•• .Iden R►YItMEwt K tRryORTAtyI < F -
CITY OF FONTANA. CALIFORNIA prawn By UNITS ARE USED. ALL VALUES uslo roR caANSTRUCTION SHALL K ENGLISH VALUES. SECTION 8-B SECTION C -C
CiTY Of FONTANA CAL I FOi IO" DRAM% i1 Y CA STD. STD. ••1 tr0-er as M" bur face. S.opee Nnd e. L33X a«I■.. e"y be reduced ,IS CURBS, D 1 K E 3 AND DRIVEWAYS
1 V E W A Y i � Z
L SAde-1141 and re.• two.rrw -I- et drl.t..e, ■hal be t. Note" c rsa and oco lettlen N arMtrustwn .a•ovyq 7
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER jTANOARO PLA '
Chocked 8 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER oo tel r-a1e■ntld old 130 mm for om•mr,kk may be necessary far norm. •Its.twa or aura ewgse w NO SCALE O
300-2 SEWER LATERAL. ►+ousel: CLEANOUT CHECKED BY Cox DETAIL SEWER 'CLEANOUT BOX Approved By � DETAIL AMiERICAN rwuc WORKS AssoCIATfOM-sOUT'HERN CAL1iORN1A STANDARD
Date -#' ze- -tit METRIC PROMSA,GATEO Ir tHE STANDARD PWN «mese M M OINm
CURB OPENING CATCH BASIN SHEET 20f 2 APPROVED 12S N.T.S. PUIL1CWORKSSTANOAROSINC METRIC ALL M.K.S.Orl ARE 111 0
ILr. QATt , -/I- •) 12 s s CONCRETE BUS PAD -- LL
CONCRETE BUS PAD 131 - 1 .IRa.00MctOrsarTOt 131 - 1 relLlr[rEa """ dXt[N1.13( """ As>r U
. SHEET i OF 2 R•V 1pm USE VATM STANDARD SPECKiCATIONS FOR PUBLIC WORKS COWTIVJCT10N SLEET 1 OF 2 LL..__ __ I •
0 Q
37 N X WB l N � >_ Z
NOTES A44rhBftal Onvowsy EoVw,N:R Jan1 0l'-- Q
tel!__7_____
----
ISM • 300 Rep l•4 • Ir 330-C-23 tSf1•-C-iti01 CO[IC�Tt SBO OBN111 Be APPrsBGA CewtlrydN/R q�M � U Z
[URO _ _ _ _ - 1
1:SS CAT 'ANN w� - 1 I L/2 ITYP.) 23 Rep N•1 (TY►,) 1. A CONCRETE COLLAR 13 REOUIRED WHERE THE CHANGE IN GRADE #'D0fr9S9W Cwb e _ 'r ""' r • t- I IM //--�,
I B xeoesary M� A _- --- l ) w 0
EXCEEDS 10 PERCENT. __ ales Nva+. `�/ �--
�-- I - - -) _ - 2. FOR CURVE JOINTS tSEE DETAIL B. SHEET 11 See W►wl 104 sS - 1�_ All
`• a"• . • -- -
- - - _ ,- ttlra4e sAal) M ea+IrtrretN trw t• raM aR4 t0 srtss tattl l0a w. w w/
�- - RETE N + i SMa1►aN W eRe01f N1140rIRs. wN►M. W orf W lrttaPa. sReit 1st a»t r.., .s..4.• , I Cat•n.1 1221.... '1, ' f
wry /rep roc 1raM aM ei41t tettleR, tt Mell a •etarw W �lw 1, Itt7 +Yum t `••i••- _j LL'
_ _ t.l.� O
cu-_ i IF THE EXT ENDS OF THE PIPE LEAVE A CLEAR SPACE me" CsnBl►Rrc ISR MtR1
the"Uf►►17 s+NctN mrwt Racial of [4Rtrets. (71.1.02) 1 Few* s-. IN -1 ; -- -- --
WRB pol/T A �; B ro1NT c rowT o • ::u':::;;:' •: � THAT IS GREATER THAN 23 urn (1•), BUT i3 LESS THAN 75 ta111tia'! .
g !Y^1R1 s: A CONCRETE COVER IS REOUiREO IN ACCORDANCE WITH SUBSECTION S. Alts ,144 oetwial shall w s« Iw*• • . 11332 tle+a • .114' w """ - (,
4� tial► sagest" t• a ntetire eagsatlaR of M tYe•e aw rd*"& ---' •.•
Bey 1 ( '• 306-1.2.4 OF THE SSPWC, � '. ,, F0re4"t tEla11 w ratea/wN h, a 110.1. �4.erjst�� of lie (1wd1o.) wlws v1. "� }..
POW E � AOpE I � D L T IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE ' • - - I•61iw1 Ilatw (tf.t.q). The ft tnf'attt r•eletfl0 eat■Msti.R 0411 aatsa4 � • j `w � M M lupi, U f� �
Jr• ►act 0f a[r9 to h4et sf tit rt. 1M rer•ceItt iR all pefti eys. Anw III on- ►rt ! rasa•% �i MOTiIS Q -
I 1 THAT IS EQUAL TO OR GREATER THAN O NYtI 13')r BUT LESS THANJ eaalae IS" W4 trilairl. the •tl 640 awl to rim aA4 pep alt %SNiN# Hain
300 i1.I t+r1 300 1111 lir) Ioo .■e (+•) ISO urn+ (6'1, A CONCRETE COLLAR 13 REOu1RE0, IF THE CLEAR .4eo►iala aM 1.tyf.l4f W CL (�
POI+T F A ��� !1 POINT B <` N w C _ _ SPACE IS 150 RIR (6') OR GREATER. A TRANSITION STRUCTURE OfRnfaBV LOFAhUded "1' `tt o •••'• r' -f---- 1 t "me mel aI " IN *atrao from ars to waM 4f wew4uu is tee
;.� sh rt N emoosmaAt• rope N tit a pWrrw « w
_ �-olRacnaR a Ila[, -jIIEGnON, or Flow 3 C--- �---_ qd 1110 hoof t1s') 300 ,Rep q2') 121 .. 13'1
EXIST. PIPE IS REQUIRED. SOW 561WMA W,j jib 1. All eansre" SM11 M 0699 ail• a3>at a.. •e• Rs•e • ~ M -S" So"
t
(S 1Nulk) atR, twloas olhorrit0 !•etiflM, •► « r. ease COMMIS k 100 • r e r mar w -+slew «lentudemilly
Case 0. LLJ
«N4 (0 tact ter i"Wcur« aw 4Rtrr4N Own 71-l.sl 110-1,01. _CASE C t m .n Came M w ow.n u. ws. n.. tot .40" N
• � � `� 600 I■a 424') 300 RMI fir) ISO ala IS•1
r -M X Wel• • N
plwhrfty ale« s lit • Ian
). CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE OM11 w a ar r So On ~ •Sar-mk 16 tw taw ISO • rib s, A f n" •te/.au OWI ►e «rase" as show" len Cama c
�i1MiM JsMMe 1. The tOttsrOta that) M M 111111 tg0s1/les tl S. .the.. r "ted len erhtr of ale/ rO•hstm
- � r r �) SOW *8 I i �x�OR ]it) RII 130') 450 RIR IN') 17S Ilan IT) THE MAINLINE. Hata aM 4th/R w rte►-001[IIIt Cr�
►chic ►ep/rhe. raw oehfgrwwn -u•t se BW to tree
_ _ s1'� 900 Rep t3s•) 430 INR lie•) 221 w t9•) 1, CONNECTOR PIPES 4'R CASE A r Came E to «ame"'eat• 1MOW M►w
��-• i , / \/ IQSQ RIR (4r Oso IIrX 410.1 22$ rma t9't A - • - -
►oINT B POINT a LikPOWe • B A. WHERE PiPES OF DIFFERENT DIAMETERS ARE JOINED WITH A ))OYy, , A S. Te stRttf'"W *411 1141 prttatar attSKIS% td'CW*6"f«/.iwatI00 of s.. M.+• t 4 far tae■• r and 0. the tad-wearer+Nol of has
I A now LING ;; 1200 ttmR toe' 450 IIMt (tae) 50 Ira t10•i CONCRETE COLLAR. L ANO T SHALL BE THOSE OF THE LAROCA ' • ) all cdrllvtto to (rtltlr4 Ewcrot• 4e091ty thot•t frog 0f •hpgycflrat•, lea•-•, ••r ileac +e w e.r..w as w".41n to Z
FLOW LINE PROFILE ~' r.
I425 Rep (37•) 430 Rae tle•t so .w IIo•) PIPE. 0•DI OR D2, WHICHEVER iS GREATER. (»-lea) . r Ft-* "W cess a
a14a.mI s N IsONN M • Voa +he ■Ne.B N the re n•"
1/14 E2IPBR0[011 dOalt (FICO/ 4111 Ilasm rot M ►arellel stA the •b+t.hatt •4sen of r••s roar
CASE A 1 .' B. WHEN q 1S EQUAL TO OR LESS THAN 0 JOIN INVERTS ANO
frMa'a t•0t1 haat tl0tl0RM Nw IMReO n.ceswy :f oqp 4hell w ut .
''::' a` 1500 twat (60• 323 ILMI 121•) 11 273 NMI (I.1 WHEN DI 13 GREATER THAN D2• JOIN SOFFITS. � �� � 0� Ain-it�ah4� ~• ~ /4 4gIR0Is" material w-vy /o'r«-d, ar�l» from roam.. to us,., +ter.,4r st,r«lea
t.ew at . u nrai.. W t ��1 ! � ANrn will » . w?'fAn.1,..
W (' /4` R t txty root (ION). 1. stdrwelm .w rep tw.►n.as. -t-. shalt w n m. 0.+..11
N t WO t N ISM • 300 aVR 1650 IBI" lsi• 523 IaR 121.1 273 NRI tI'1 S. FOR PIPE LARGER THAN 1800 mall (72') SPECIAL COLLAR OETAILs _ s.s w•. a 0. The ..,p andf now. •Soo me otic bangs wrn a ..
ZA cuRO Ews _ _ _ _ _ 1.4 • tt•1 IE00 RVI 172• Soo Rr1124. 300 .. ttr ARE REQUIRED. P r• •, -
a: ui RASIN tft - " - -, 3-1311 (NI CIRCULAR TICS. • •' • %• ••. ' . `. 7. All wRrMM4 w1Me Orr► A paters. shell Mw M0•trW platy H1"te spec./ 1}]L
�: r i s. FOR PIPE SIZE NOT LISTED USE NEXT 512E LARGER. ata !s• ...ftfk. w t//4 (t"`w1l wsa tleR j•latt tawial •wry Oaths toes "°x I alrl.,s wedn'" «re-""'te'f t0 on an *enter. Sao .r«`'•e
2gC I Sit NOT[ f • (46•) )1-1.46 a t!-1.eM. s.. Rea • wear, • II urs re■•O Met haw* a ramp tom. +r•tr then
e..aa
1;13 I I 1 I C 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 6131 GRADE .. -A 1161: "wawa a detectable wrhbg oris" ".0
- - - - - - - - 300(40). I weAw l w ,�iit r B. A Rasel 6108MION %IIf* alt/ M 0MtM0 it K hila W104* Iii• M M go �yr•sd.rrat�halrfsO • RI Nom extends
ai; n'Idi •,[f the/;, SISa d a mot
��
��Ir=
: - - - - - - = j 611 w tSEE CONSTRUCTION NOTES w4itiwl wwlel )SIA4. s « ale% ax M.. +wCURB i •. WHERE REiWORCINS IS REOUlRED THE DIAMETER OF THE CIItWLAA Sst t9~ d a+ curs s« wt• t a�lw *a.»*wa w yo«*°tt piaoion •� •:' .eC.rP.i :et+rw:ltpOIN► A T • ►OMIT B a rTIES SHALL BE 0•(2X WALL THICKNESS) • T. ISw A 9. IeottR04 1141 }fat i 411 to 1• M sort iR 4erm w all tf48"lb am r +02 r r ovinN•► of a woftwoow" e,rftre. "" retrro wee
Pf'tchm 0r tart to dflrtll A ail 00 and 11ftte".(11-1.00) lora 0 � /SASE 0 CASE G art•« "I •oxtrs ►e hr reoAr•mnts w the
I:ana4ilslt�at t •' orb =!# r►ent SNOW M .i61ZaL1`i we Brom a so -cid rwlebrr
POINT C � i f1Ut3R 1 At.
_
s !. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS ;
CUT ----- GREATER THAN 323 mm (21'i ANO ON ALL PIPES WHERE THE SPACES u Is. [xaelRatlon 0/ 4Pilya►y glow IAIfd arrival with ase! low of traAllt.t0 Sidewalk 1.24 I0.tR,en d.+«+r-e n.rr*ne sir+«.aro+.wtr" «. 0
FW" E LI�2 , CUT NO, t BETWEEN THE EXTREME OUTER EN03 IS 73 nbo (3') OR LARGER. w tancnb "'111 M PatlrlPw y the City 1RslastaP la ar40r W 1RSNare eMt tAe 0 ars rsem the earwe 0 Spnevt SOW of "NO r" ea its N
O • • r+r" ■10ee sl.r1 rne.e • teh■wr•e NO rom evfw I.i...
sORaretO 0[00!0 tlw Of i MBO 0t0Pt ONO* neetlow. 0� f•xtwo ,
t • (ts-ls.w ' Me /0�1 flet! Asa. w.►. t s« Ret• • etphr Man n" vrev"ChE .la.waw.
_ `-7at ars t• mentors wnw IOnpnwanc� Nde.aw ~
POINT ► J+'OtMT s t+ /// PIPE DIAMETER Il. All tRrfasv0 tell M tnr0 aM ttralyrt W M N tnlfort 4144th. f•aa fret CASE
B � � eO O O ►I Remo w. rep. wr1.. t.++f.rry, from a .„Imo., •r lett
I,• 01RItfItM ale FLOW --- PLAa.---iflRaetTw M q/M � -- - _ _-- -+ e __ � CIRCULAR TIE3X N0. OfE1�tRSISR rQ
N3 - CIRCULAR TIES is Odiaeent N top of the ramp, em•eP+ len Come C.
I I N t 410 N- -- j go CUT ` ` 325 mon (21') OR LESS 3 IN+M. ta". M ilii 111rttlN SRW loWfost10R0. M4R a stCelyRt 0010. A 1 "v"004 R ateXew+.w .Noir, pewh.m I.. •f two ale• rose
Ir NI lee•■ a-aH"1•e, welts and Of •thr W"" W
tett t f0 1414 4R tlM 800, taw, pita►. tin surtme tell Rot wry ewo
• NO. 2 * _ RA T A .R w .•least« r "P.•t" t* grede b n" Oaw
600 mm (24•) TO 750 mm (30') 3 s« Iya a
L - - - ) ___^ _ LiItE tA4R Bii hep !Rel o41a K tR0 teratylt . (73-1.04 p 71-1.46j Tap •r r PriorMawk rep r w Of
arn•ars hsrP d air to"
1 - '" - - - - 0:.' '...'...• 825 mm (33') TO 1425 mm (37'1 4 ..............!►!!!!!!• -A • • aMerBA sims" Or I p" Pe" a cos sur+"
{e Eq !2. All owlimen Rall re0Nr0 ertq 080poe 0 (il•••T.it1) r' e% R-+ ► • taw+'s•'aX mati.."e to the r•+ ..+ •.ntr,,.,+ N 0
{ POINT • ISO 1500 mm (60•) TO 1800 nwn (72') S iwo - 1133: yep 211 fta. � 1► . Ql ►Pew to the ars rep r" not *■eo" s woor.•
1 wMGn In a N the tw r N/tax •f the orb real, 1� O
rank A ►DINT a ►O►Nt G h M1 WT IIB, 2 !1. All 0wta0ss aAalt iii lrOw fiRtsR04. (71-►.sE A ri-1.MAj iEtT10N A -A s lea, T N o..4n "to% wow" b w+ "Woken of "to stere ,
FLOW LII[ WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 7S II1r11 (3'). THE wan AreNt«t on finersh IL ML �'V•�
FLOW LINE PROFILE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN 14. Iw1 ""in th411 M soft y r00wtfil 1144 rollaoil9 to "tin twit inMlenl cj l) W
7, tow w ram► A+eYhhO *-n LO O
CASE 8 3.14 100-01 APPROXIMATE SPACING OF 130 NIR (6') O.C. '. • 4 jBfRtO• il�-1 wI R...h..d 1=-- "!y" .( N r"O...ry ,CASE E RAtSEO TRUNCATED t1Qi� Ei J
» p -t 150 we" 149 2s R1• «-► tsBAtla N'r »APR u•► DETAIL 'A' lilt COTe 1.1 K PfP6 7 stJR►Alo[ t0. WHERE THE PIPE IS S25 RIR+ i2!•) OR LESS MI 9tAAlETE1R AM MtTtiAloA MIRA r ob4a DETIFCTABLE WARNS AWN3 0 -•�
M.s.DR VAR-- FORM OF UNSEALED SONO -TUBE OR EOUAL SHALL BE USED TO t..1 .. Ls' Mex 2i NIR 'i fee rota t ( J
M M �- SONO -TUBE. OR EQUAL. INTERIOR FORM PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
4�0� ,/ SECTION 8-0 alwooX■wrt to _
ISO YAR. + � ... „
_ _ uS.) VAR. + LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24•) 0'''=IJ R;. -�-
s0 Mo VAR. CUT NO. It SAW THE TUBE AT AN ANGLE OF A/2 WiTH THE TRANS- OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THC 'S . .. -, If ;�(�1 • y '• - �� ""`a d"'aR` ea elm•`" L- ria � •f t «nt►« ,or.� .l� w :TATE eF crrON" � J..
DETAIL �t
EE b .r 4 c. St tar" ora
i VERSE (LANE REVERSE 011[ SECTION ANO TAPE BOTH SECTIONS INTERIOR JOiNT SMALL SE COMPLETELY FIt.LFO WTW MORTAR AND /.i' s tC- 4-,' h.e...r �_� � � • � , � �>�
I r�R' ► ' VALLEY RI ' ' VALLEY TOGETHER FORMING THE DEFLECTION ANGLE A ARt t A
TYPICAL JolNr FOR NEATLY POINTED. J ~' tart " "•"""' ""' r �"- V
I FACE+N E- tt- CUT NO. 21 SAW THE TUBE LONGITUDINALLY REMOVINS A STRIP i ...........................
• f•• ►' E•• . 3.14 1 Rt!!!F RCED CONCRETE PIK • N (� �:OI:. r �* [y Jt 7 CURB RAMP DETAILS 0
I I •�� •s , • -► J>0-0) 4110E ON THE SIDE o►roSlTt TUC OPEN Jo1eIT. N. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ( /^' ' WMV-M XTAL 0 •
b* a,. . ... .e BEND THE EN03 Of THt WT TOKTNq Atte IMS[RT TNt ARE NO1 EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, AL EA ��.. •-N
I 4 -; • A" :4 •- ' TUBE IN THE PIPE. (•• " Zz DETAtI H NO SCALE
t'Nq S� S tT10N C -C [10tH orb and aIIMwR ALL e1MENSIats M[ IN O
`` * �''t •• rILLOWTEM MtIESS OISMISE S010m.r A II
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