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HomeMy WebLinkAbout1599-14• Allm� L . BOTAI/ /NAYS' ~T£G'T/ON dv. Ap GENERAL NOTES 1.-IIElhilfi' M tin lilt.A•A wlh !K. �- NsMA N t 1 Nets thsll 4=d; MA 00 be tilers" Of option of the Engineer provided that the value of M shell be not to � s then w the minimum specified end that the reducer shall be ed For H (in See. C -C) ace Note 4. - PE,4 6011-3 REMer w" 'low t, • LlrN13T14 L sMM be 4 grr ir►IeA or 2d"w Irss and a ler Mens gwotur Arra unless er1111rt rwlw wimt en wvgw urrwvmw pllen. TOP OF ,. (May be increased a meds(. of (1) one loot at each end to most pips ends. Continue 04 at 4 0. c. _ to T i�4 TN1Zr;( STEEL � S. SHO►fT sIrM1 be constructed as per Sec. C -C and Detail N w hen Pith• M trout street rade b to - -- - - - - --- ,} _..... " _ � 4e g p i M A►Ipe roan Iltt eioe•M � OhMiil face - 101'N'�S •� ~.�' NALL CI DIVT IIN f /� N - 'DY/DE• .PLOT FOR /1 NC�10/� of box is less then 2 -101/2 - four paved streets or 3-s for mWeved stre•h �TYP� = -0' S�� % M r 7i cin eboehlle t1rRM of i" when 1 vehlet of M wotsM r'sdnsM M when laic _ A S ErTEt m reduced ' of main I' flow t' -•e" i /119 �+8xX3 LAkTFR TffAN 4"' /N 2 D/C -0 M ergot ,1r� + ' "�"+ "point '' 1\�].�\ CvRE,47` T D/MEN.�/DA! T ' Heel shM 1' 4 •.e. �+' \ / i�1A /WIN. (� I t ICI S" RN. - .J:-- l I �. it �` /�s W /L L FDR SIJPM.T T 4 . . eT " V SOL TS " H'OL E /A/ s•TEEL I'C•I>"E t Nn Sec. C- C) h 3'- 6., or loos. n t 1- t 4">t •" ,Herta. ftMt 1 ' y, - T shalt be • leer vtlrlon el M rip M wed hichildillg •. T Ment bil Id• for t abas of N war % A � I ✓ A '1; ` � - T SLR WM "�" r,-Mi7111 71� _ _ . � •r, • o - � ,� No aar4r !.J /2 " T' "Tfi/,f': 11rnz onD //2' " O/,� NEL SOV STUD , 17 ., - a r« 7H/� L//VF ° s s • c' /o / ST,•/LL �i' /NL ET ,itevq O� .STEEL PLATE' i -STEPS shots N � reliant go!~o 'd r wt ant waos d net fires then 4 M Nne we111s of 1 aims theft pee�C1 All steel.el.ferevemo t '+ s s e , ,STEEL STEPS PE.P �- / ,4Nlf/O.PS �FUL L f'YEL O� o m in. of 4 inclnw Strom point a+f emnbement. Unless otherwise shown slaps shall be placed I - 4 on center. The _ _ oE,P�t�f/ T TED • pUTLET P/PE , lowest step shall not be more than 2 above the le at the side of manbole floor. ►�z '� �Oe' �D DEDD//VQ► ''� C,4LT,P,4NS STt� �d'1.4Y eE /N ,•I/VY bi�.'/LL�,J ' /� .PCO/Us � Rad=1.a.ot : ph',4`Y//VG O 1 - - t. ---� ,N/N. vow" atrepirrral► off" be"" ,.,. 0 T.-REINFORC11Ms STEEL ~ 11e * 4 Spars deherimed, stroilhl fliers 1 V2" clear fen face �-- `r"�G. of concrete. 10s If pipe sAtsA► N ///PD' tier pi0� - +► . . 19" and /ar/er AY epometer, onr - . .. - ' A -STATIM 0lille tow slurwn w Mrrpeoswwnt perm � * clMet MW e1 stMIA. I 4"/w pipes Aw Moo 39" M Y = o Tv d lZ , ♦SEt:TIQN 6-4 rldrrrafrr. Ar AV eoso stfaolA► 0 ♦ll • OOR wnenllAefil tllL�n be tllssl�lroa'Msd. ' ''� � f. -fL alt � � • 'arra einl�i+lr � Ao t>�r etre►srrfwrr � • COit/ST. (T YPj V ' 71 Few Y a d -/ V 20 ,e � R.� toss Myon t lohur aw�►1.1r .. tenon ti Iia IQ-RIMGIi, rsillosr, wed p� MIw •eelsss tdla�t tlhtltl M stelae In !'t wter'lor a� n•IMIy IttllNtwltetl«.t Anode N pip1. �'ia of street acrd ►Ay .JO//VT - � �i use /s so dpllpr �► Mo► /' . ti s pointed or wiped enolate slnoft. IlEm• near. nrol ow r 7-. _ _Toe f>0 iu1M �ss� ser!! s/ rllitwhrlM 1b U11iMhlsw 114irt► _ Aboi• V M 11.-LEII�� e11IdN fen t10pe all r /lir tont.a• a Mn scout between •Aott elle •rel. _. • . "'a�r�- '%EOE'/�/i/ B�i� �%* 4�. i33 -a -OC TOO a /Z' ��_ f .•4D.0 �' 4 d�'RS KII7+C 'fir' D/,I. 5rlIf.PUI© 1 fir• s.,._t1e.mm 3'-•" �r .np•.ed ,tre e. CiSENERA 110TES fwlllutM >r -t• Id' for petrels oho.w � /FULL N'E-Lo i" 1� !w Rote s) "' p" S I•evrno i1"sAo�9► 10 ewr111r�wrarrltl of~, No. 3 or No 0 cereko�r rsrk er Eros►ar des' �UML E3 S 07,1 div/!7D> .�hPO�/NO 10/PL6. ! % # N G 1wezFTE ST,fpEAGTf/ off it pronn/a► nro/Ilio/ d's xW N spocoWet or otMa►wty* approlrod by Ma E'oprnow y' Mdldfr m AV" mlie • ; ; . • .. '. ' , >L111t,, or runt/ shoed be No ..i ler Pills 27"a dYameM► and lanow, and /Mt►.' lar /rp srr►olAw Maw 271111 g erwoMr. � �� �► 2d D,4Y✓ • `. .. • • •, "oft Y!/.31 Oe1eN heroort _ K „d"d�, ,,,, t,. eddinE'B shot' Oa composed' e/ swrd or anter Erorw/ar ma it/ as nroy be spac,fied or orAsrrwss //O SCALE r hello ~11.0• approved by► Me lfnpinow and she// be completed prior to p/oclAr below# of becA'lili. "' Pi'��PT DOLT fid• : i r Iola i d' 001 sat lithe}. as at wwnt (A�ff/ AM. 2�- - CASE = SEDD1W6 1k BACKML ARUUND iterE (Leda Ip' 0W 1.81 Cattle► of tooth Is r--- t« It1de ad.t.>• sat' dlol••tw. f •,' M I" fsrtwt oro. : :z. "`"s,', "' toil le df ern Arlwa s�MrAf mi SO Ares Meig Me foA mme: 6 for Via., At al`mo/er , A0" les ", 6 O" or Alps! of ptaAe. /lipa 6 3. to /A1 ` Mehvsrra M diotrrahr. and /P fa► ppr• /orytri•• !elate ABB in diDir'llr/% Triestr H;A tn-T O.sJ A /nckellP the AAA, mess o/ o~ she+e!lii►,. -�'--s'-�`'R-•i'�+ 10)MMore cover Is 10' or less,-W-meoswod or Mo lop o/ Me pipe � ba onp► dlbwonsfon &eller MAW Mr dlhavlr spac/lred ntininrsaw, anhas OMer versa 4reciit3i e r . QECTION A -+A 1.._! I_i�� dw me prdocl d1resrfwrs. f•)Wftre tovw /s jroo/N lAM /ID" �''04111190111 i/ Imo' NP Of 00'" 0910FOW teal fi4iV 'l' ARS __.. t .olrllsl llwalrluts eR 4tww.Ntrw proctor Mow 10 leer /life IM' yin I winter w lots, of /?" for pipe owr /OB'"rr. NO S C.9L E _ _ 5 / '" dl Tome ter bwoloss A% eorrtrdCAW M NS osrn sips ISO prarrdos Case I badlfin4 w • S" �,WW Iii diameter: •1 30" w less. slrowpor pipe- Thede drfww wows rnek4e Me /Aichnass of aft y SAeann'. 00TTOM VIEW REf� : mCE�f,•t s1'1� t3ro� - TOP PLATE � I 'lies M tel I *► - � a - ` r P T . >�•�t�••» _DETAIL- M-ANHOL NO e � DETAIL � R. C. R BEDDING f. rA01E S PEEL O�lECT/OA/ A4,,p OL STEEL OL.flrf _.iC Si /� -fr,.RL L ELS �"' A T. �• t EM�lEO©EO 41 ,�I T E. CA►e ENS 40 „ i„ �„ . \ 0,4" x oft 4 1b Z S!/P'PO,PT SOL TS .Sff�IL L ffE Uiv/f0,e10L Y _f^4CEO BUT � of Tt? C.S.P. e.g. EA'ew,6-0 7' OV Ce VTER, e -1 Sl/PROer �L T SAWZ L BE ./L..4VfWffAVid /'7Xi9V0,l�l' /!-/S>2 10►A• (�- '�' for erect sae sreosard .'I�P/t�DiyEL2 �d(/id/� . 1 • I _ ' ` t / /Hein or reiallolcN .'!. /i� Ce1ch Satin p/M• I i coditionsies to surt STEEL PG,4TE Sff.4LL SE .IL f+/,L•f'1t�.��I f7XiNQ,t 'Y .4- j!// OX �� ; concrete "pipe or C M P Mein Lime �✓ f �fPP.PO rE� s. .. , 1 lc �foTELT/Ow 8.4,E S1.d'LL SE 14Z �/14W29W..I 100x,& 'O�P�' ,4- /?L 3 USEO ( � _ _ t - - - - : • - 1 O V E U.IL W1 -.l -� I _` . . L? t- `� ' i`•- •: Catch beam flow -- N'/Tf! ,'L,'/.'IMB,P.4 ,4 /SST ENO .I�Vffbi�S OrP .4/ ,PO EO 4 �•' ( I -_ , I \ 1 th•SMeel /Istb ' _ _ i _- _ J-' -� -resew See MMe i > Mew er reieiertN -_ f : TAIL- PLATE STIFFEI>11R n� , % T _ / So* oto 7 Sas Mote 7- \ - .' 661 pipe a C.M.P. 3/K hells to _ PLAN 3truchrre tMIM ►•► plot• _ t ors tiA • lltarttw�• shift 1M►elI M 4 d ani Jwhttien I - - Q bottom width shall be incr•ewd to 4'-0" minimuR+ - - *--- sa, Pies.. rastR- 190TTOM VIEW N t 1 J _ > I els Std Man ('304 with i" hick rings � inlet pips - - - - - � . • •• �t"in r r Conc. encoset"tM , Canr,lrcttsr Pippo when M 3 • I action sand . e '� ' CAGE RETAINER RIND when 11113. I>i _ �� 4to-C 2000 • •e•. Eley S. ,3 See Note , r. _ . e. E bars sheer M plreM 4" ere. Tie treys stool be M 4 •1>� W" a t w gteeet. I - - I - r wtM s•nu•ts « : � � ' :e set Here 3 ' `, •Men .-.-- ' 0 bws MtrM1 be tnaeaf �' , s; - - . :w dr - t , , , cloos 'c' meteor When L k than S -6 • is specified on i�proverri plan, continue 0 bars we • O.C. -l- s•t"r•ct soil t• -J - - - - - -- - m shown n table ore I lapc' bars. tNlhert short•► bars are required, bend or aA la leets field MQWr*"W t -- 1 r""". """ �e r•Innve density e ► --�- ` 4. Long s -+Ise /al -C.S.P' �R.G! o-R.�C.P f0, requited by :.' :.e'.'' (` o, o_ 1� GEN[RAL MOTES - r I �_ Car - , apeconcotiens >Pipe bedding • . ASE 2 "LIN -- - e : :'e Note. AN connector pipes (within the Ori specified for Cost 21 tV o -•r 1: C[NTtl OF MANHOLE .wr�IFT dwN be located etlw now NRe of slbrrR dram abso dkhvww I i t • * �I 1 � 1 Undisturbed •er1A� `�'��� ///.�� shell be encased when told within the main line ercoveted _�___ is 4e" w lose, is will" case pi E ber symmetrically ereund shell of 45e with Callow hen. 1 r 1 trench, or when laid on toil which hes not beta densities. SECTION I :. LENGTH L aM be inarsesed 00 (1) fest Masi. et •ooh end A fn••t pip• •ells. Cgstfilw D bets N 3" o. S. _ - • - ''r 'f r - t~� .- ' -.� SECTION 9-0 1-- o pETAiL till= whet+ f•Ish el wtoftlwrle froth or** oat *eft to top of bin M len Man 2'-b Vt" Ar paved o"p crest - 1 " 1 i t ;' , Lt / CASE 1 NOTES CASE I A N 0 CASE _2 CASE 3 - SAC OL E CONNECT IOM S. Mesh or 3•-6•' tar unpaved streets, construct rnonoathic shaft ai par datea M. When diet low 0 I _ � � Mean Line 1 Anglo A shall be between 4S'degrees ole 90 degrees end NOTES CASE 3 is 49" a less, center d shalt shall be Ieeoted es per Rete Z. I +I d! �. 4' - ALTERNATE JUNCTION_ o shell be 24 inches or fess For st"e"er values of A and I Connections to pipes 2f inches or less in dtamettr without rtlrtt 1• terel slteM te•e -_+ ' _ - - - - __. 1 • ' i _«7 peep larger values of 0, use appropriate standard structure. junction structures or pretest Y branches shoe be mode 4. THICKNESS of DECK Shea ..►,► wlt•st ••eery w 1 I t with se.dtes Men tabular values for T, as shown in above table. .-i - - •' - •'r'- Ls -•j t T/ " coves "C" mortar- , : M no case she" Mfr eetside diameter M Me inlet pipe ell- 2 Trim or cut saddle to tit sai ear the ewisodt of too c.tt1: t1lb e ><. �INFORCINi STEEL Mtre1 bs rstwd, d•Anrlaf bare, 1 V�' stew Res" �M• o eefsetlMt uAltee , I L E VATION lk/tstt tent- 0,0• coed one- hell the inside diameter of the mein start" drain. mein pipe, and so Its anis will be en ►he tine and grade oWwise rhowit. Sizes and lengths We shown in obese table. = 1/t"x 2 1/2 "x ill : �� V of the connecting Pipe f6el trr►tfyy.)--�4111 l 1 3 Center line of IMet she" be on r6dius of mem storm drain 3 the opening Into the pipe she" be cut end trimmed to i STEPS shall In W rattle, INIP"it� �fe'1 •id emote FV lass Mart S" in Iht Stotts ef the NOTES elf and i jo.D I ' 1 except where Elevation S is shown on project drawings lit the saddle so that no pert wI" protect within the tore structure and shall project a min. of 4 inches tram point d embedmentt. 1. Riser pipe ehetl osrond to •tNv. A'. _714- I• - _f �` �1 • at the saddle pope s �- p' M'" •s. 1`� \ I - _ J 4 The op ei into the main storm drain shall be Me outside 4 The connecting pope allots be suppo►led as shown 1n Casts lit. E twetien A , Gt , OT, L, , L t ore 0110940 a+t per• /e " x s/e ~ �peeer_--.a...�' tlftell be eeefef to 18= fRwlw •Ili POPPY pebtlM 3. Cerruget•d •1••1 pipe shote conform to AA91f0 M- 34. 0 p 1 , diameter of the inlet pope plus one Inch minimum or 3 inch 1 and 2 T �EOtICEI!' ANO ' eeeleee �� 1. Of oto sst•t"bfy sten be gelveni:•' ail•► rebrisotlan . • - - - - or wiped inside Me shaft 13r>sc.tfiN , 4. faro ss and steel , weld 1'/e"r t o tI'f1 engls• to ►Ms �rllll few*& M Coe �/2"fU1tn ►MI � ► • ;'�� � maxlt"um eelM� M�11, e. R• RSI of p e1 ben M Sett essembtr. u : Fhpe � ,N t - -I �,� .! , \ S A" corrugated motel Pipe end fittings she" be 9mvenoted A. gTAT10NS •f RtwNssis shtewll w 11A►«eRlelfr pf! � y. � c Nje for dlatsw q, shell be scats w lies rMw. i� FLOCI! of nenhols shoed be trleat-Ifvla•lesl to spphlol lives: y a Rl..r erA she the" b• •hap ftbrkolN srtd gestated cites wetlnlq, HOL D -DOWN � • : Y .. f - -, - _ all MND �� 1111111111110 � 1 •• ' e It Angst • is 45 degrees at less, use Case I If Angte • DETAIL Ito. SM of M@V#A a sllrtMl 1» een111MOdw in SM fONW OM Spill flNltti ettelllpt option of placing s construction joint with a longitudinal keyway of the springing lin•. SECTION C -C SECTION A -A 's greater than 43 degrees, use Case 2 1 I. .elate. r�eE�A �'. >.��> CASE 1 7 •,,.n „ chi, and N connector pi,e flush w,M Inner s,,.f�e JUNCTION STRUCTURE of meonfone pop# Round edge of concrete pope ur reinforced �/� concrete Pipe • Sm NO. I f!. Plttr pep• stlflse est tiitnotw+, fess film" vow" ftr too Ilsrrr11 plpw Lt ..1. e • Swoon specltoee on drawos►gs a1lpt,es at Mrs nNersec►Iof1 of iftsie! M M•E1t �IAMETEA C.i.R sA1NE so f. lit' is i•I' t • is• 11 4t• se M' sl' to es' 1 t to • r OV1L Er low 141zlcT /"//r,{ VA�t/t s � FO,P L L ESS T,4WIII ,5 ' / !V ` NO Sf,4L E OBD/" ,'/VL ET '1`/NTO DUTE,P ,4� OPV .4 OE3 1W 1f,!1 /.PS S'T.PEE T .4S SNOIVN OSP 41 f�/�E'E MES"i A! r,C4A0i rION I 064L E.l'PANS/ONS f I 3 JO/NT iI0©Z 04 11v5r,4 L IwA/.c101E _z? SyOwN OiVys-vis) Sr.9 O`i ?04 1J ,D4'l.4/L S iV0 SCAB E OTE 1. Junction structure Type 3T shots be u+tHsd ante when suffteleM rntMllns Of access is available 1br storm drain maintenance. 2. Junction structure Type 37 is to be used when 00 of B is greoter th" 1/1 the I D of D or B is Larger than 24" 8 sholl not exceed 3/4 of D or 339" Where B is less than 24' use Type TY or Typ*M. Where B exceeds 3/4 D or 39, use junction structure TypeM without manhole. 3. Values of .A;8,C, and D are shown on project drawings. Elevation "R" and elevation S ore shown when required per Note 12. 4 Elevation V applies at inside wall of structure. 5. Breakout Mrnits shall be determined as to0w&w Upstream limit -The intersection of the outside of 11he spur well with the mutein Mess pipe WON. 0aIs of *mi 11mit-6" downslroswt of the ini see en of ft outliers of 1M Spurr wall with the man line pipe wolf. The openitq shell be rectangular and cut normal to the pipe surface w00A dan11*4 reinforcing steel. Provide a oorxxeto encosement I' above ttte top of the main We pipe to the limits of the concrete cradle if a joint in the main one pipe falls within the limits of the cradle. 6. The transverses in pipe felon be out et center of opening and bent Inlet top and bottom slabs of spur. T. The man line pipe shall be cradled and s co so' in 136 mitt concrete, nftndkvq longitudinally 12" beyond the limits of breakout (See Note 5); and transversely a Idistartce of H on each side of the centerline of pipe. H= lA O.D. of pipe + 3 min. Cradle may be omitted on side opposite lateral inlet when constructed in connection with existing storm drain. 18. Reinforcing steel shall be placed I ih" clear from face of conersts, unties otherwise shown. !. E and F bars *AN be carried ft a point pelf lose than J distance than con ter*a. J= raD+6" t d� Twell of main storm drain end center line of Inlet pipe tai- ��f/VJytfLLe A47. 1 iR �_ P" ftilyt4twe of 4:~ K greelfes and Not pipe dlcmeters of 30" or loss. Artglr>! shall net Ovesed 4114 when side flow exceeds 10*4 of main line flow. at ----•{ T >r . E Mors -•� Tie .Mare 1 • �--- j *- + 1z i1t.J bore 1n. E. 400"e Tie bore n -! I TABLE OF BAR 31ZES PROJECTED ON r!111.0 or S As a Safe Dor F Bars -� - 4 I f 3" et d/ 6" so =e r 7 P 3 err e • lar:a2r'fMpes•at = y J Mrs, 4'-rteag, VO.C. relri.Re1 fittest ConfiRue additional bars 6 O.C. T ' ••'4 (r • ..: to inside •die of manhole • ' F Nh.-or F 4 l Tie bar 'F'6•rs ; =3" 'D'be►s pal ►; I 1 I at a T e T *For structure without manholes . to IllRevise o= -41 sir S to read 12'= 3 9' %;- , 1 4 -['bops f '' �•- 4" It 4" "Mv►ttlr fi l/e'f See note "ASI F a e evt�tiofl - - - - •'t ti W. ftw of stmt lofet MroB be trloel "oolrl A ser" Unlit► 4a wo- ►- - - - - ° - - - - .- � ; �'S � slsr 11. Wh" As ichon Struct i n Type II is specified with reinforced mwnaMMfle artAn Al T Be T 4 bran, Maisie D Shan refer to M. char span of rel. ar.h. PLAN SECTION S -e Tinxrfaranq steel shall be cut and bent into Junction StrucN i e In ft will a mi nnor es _" ✓a for pipe. Concrete cradle under reinforced monolithic arch is not r>lquirer. (shall not S" " ---r n 3* " `. 12 " --410 lis` =r 3 s" .. ,'•LI s ' S ,', K NW 34 s 1,4" Twell of main storm drain end center line of Inlet pipe tai- ��f/VJytfLLe A47. 1 iR �_ P" ftilyt4twe of 4:~ K greelfes and Not pipe dlcmeters of 30" or loss. Artglr>! shall net Ovesed 4114 when side flow exceeds 10*4 of main line flow. at ----•{ T >r . E Mors -•� Tie .Mare 1 • �--- j *- + 1z i1t.J bore 1n. E. 400"e Tie bore n -! I TABLE OF BAR 31ZES PROJECTED ON r!111.0 or S As a Safe Dor F Bars -� - 4 I f 3" et d/ 6" so =e r 7 P 3 err e • lar:a2r'fMpes•at = y J Mrs, 4'-rteag, VO.C. relri.Re1 fittest ConfiRue additional bars 6 O.C. T ' ••'4 (r • ..: to inside •die of manhole • ' F Nh.-or F 4 l Tie bar 'F'6•rs ; =3" 'D'be►s pal ►; I 1 I at a T e T *For structure without manholes . to IllRevise o= -41 sir S to read 12'= 3 9' %;- , 1 4 -['bops f '' �•- 4" It 4" "Mv►ttlr fi l/e'f See note "ASI F a e evt�tiofl - - - - •'t ti W. ftw of stmt lofet MroB be trloel "oolrl A ser" Unlit► 4a wo- ►- - - - - ° - - - - .- � ; �'S � slsr 11. Wh" As ichon Struct i n Type II is specified with reinforced mwnaMMfle artAn Al T Be T 4 bran, Maisie D Shan refer to M. char span of rel. ar.h. PLAN SECTION S -e Tinxrfaranq steel shall be cut and bent into Junction StrucN i e In ft will a mi nnor es _" ✓a for pipe. Concrete cradle under reinforced monolithic arch is not r>lquirer. (shall not S" n -t. r---- ---r n 3* " `. 12 " --410 lis` =r 1 • s" .. ,'•LI s ' S ,', G•r.c.eN ' s 1,4" 33" � ` 36" i w 39"1 7" . Cr•dte • E " • S 3" o.c 33 6 1/4" i 1 -JI i 36" 6 1/2" 57" 9 1/4" 3' +i so" 9 1/2" 1 42" ' Too 1s, SIpt s•. tette oil • f Ti;`hers ,� • 3 -1e - 0. Cc. 7 3/4" tip a 1/4" 1 4e" 69" 10 3/4' 1 S 1" a 1/2" 04 -COC. It" 1 s4" 9" 7e" 11 3/4" 1 57" 9 1,11" M" 12 1/2" 1 60" 9 1/2" 90" l31µ,. 63„ 10., 96" 14" 1 66" 101/2" 102" ��[•���� iii :• �' �it�� 16" ME M 1 1 " KF"ilT'®IF" 161/2" 7e" 11 3/4" 120" 17" e4'• 12 1/2" �Fz•�ii ir�i s �� 1111111�� ©r�� 1311" i 11�111=1 96" gram �rfflwi, 17 1/2" 102" M 1/2" 144" is 106" 16" 601 ®ff" 16 1/2" F Ot -�iF 120" 17'. 14 Twell of main storm drain end center line of Inlet pipe tai- ��f/VJytfLLe A47. 1 iR �_ P" ftilyt4twe of 4:~ K greelfes and Not pipe dlcmeters of 30" or loss. Artglr>! shall net Ovesed 4114 when side flow exceeds 10*4 of main line flow. at ----•{ T >r . E Mors -•� Tie .Mare 1 • �--- j *- + 1z i1t.J bore 1n. E. 400"e Tie bore n -! I TABLE OF BAR 31ZES PROJECTED ON r!111.0 or S As a Safe Dor F Bars -� - 4 I f 3" et d/ 6" so =e r 7 P 3 err e • lar:a2r'fMpes•at = y J Mrs, 4'-rteag, VO.C. relri.Re1 fittest ConfiRue additional bars 6 O.C. T ' ••'4 (r • ..: to inside •die of manhole • ' F Nh.-or F 4 l Tie bar 'F'6•rs ; =3" 'D'be►s pal ►; I 1 I at a T e T *For structure without manholes . to IllRevise o= -41 sir S to read 12'= 3 9' %;- , 1 4 -['bops f '' �•- 4" It 4" "Mv►ttlr fi l/e'f See note "ASI F a e evt�tiofl - - - - •'t ti W. ftw of stmt lofet MroB be trloel "oolrl A ser" Unlit► 4a wo- ►- - - - - ° - - - - .- � ; �'S � slsr 11. Wh" As ichon Struct i n Type II is specified with reinforced mwnaMMfle artAn Al T Be T 4 bran, Maisie D Shan refer to M. char span of rel. ar.h. PLAN SECTION S -e Tinxrfaranq steel shall be cut and bent into Junction StrucN i e In ft will a mi nnor es _" ✓a for pipe. Concrete cradle under reinforced monolithic arch is not r>lquirer. (shall not S" A LE Of n -t. r---- ---r n 3* " `. 12 " --410 lis` =r 1 • s" 21 s ' S ,', G•r.c.eN ' s 1,4" 33" � ` 36" i w 39"1 7" . Cr•dte • E " • S 3" o.c 33 6 1/4" i 1 -JI i 36" 6 1/2" 57" 9 1/4" 3' +i so" 9 1/2" 1 42" ' Too 1s, SIpt s•. tette oil • f Ti;`hers ,� • 3 -1e - 0. Cc. 7 3/4" tip a 1/4" 1 4e" 69" 10 3/4' 1 S 1" a 1/2" 04 -COC. A LE Of VALUES FOR T DI T 12 " lis` s" 1 • s" 21 s 24" S 42" R6 30" s 1,4" 33" 6 36" 6 . 39"1 7" It. Side inlet pipe shall enter main line radially when elevations "R"ond"S" isle not shown on project drawings. When side Inlet pipe enters main line other or I_ than radially, elevation S shall be shown on project dravfinp and side Nbnhe>:e tie and eon _ Inlet pipe shall be laid on o straight gr4de„oject from elevation S to catch Stf� tared! par Std. Plan 630 -0 -OC Mimi basin or grade break in line. Elevation R shall be shown on pr633-0-OC drawings only when stub is to be provided in main line for future side inlet IS. Stations specified on / •p sp drawings apply Pipit' of rho intersection of centertinft: M trrex. main line and laterals, except that stations for catch basin connector pipe apply at inside of structure. And2' " 9fd. , " i Pldn 150 / Minimum g'- g" w -A ed ' N f - shrr!! s 3e• Note .3 Most 2 1 tM11Mlt1wt levo" ' I'm DI of ftwomme- � - 3' � lir.• PLAN ; f N / of o w owls on. " M. 30 dlonte�folf sift IRM � T + - 3' >N reuttd l�ysl" Std. Plan 1312 (Junction 'red steel r Is" 41/20 ahPs ucture M) for side inlets -47 e" ftmfwcoaq Sleet4 s.c.s30„diometar I •' low E bers i 4 M hat's 1-d Dov, 42" I' „ _ _ _ .0 9" Mile s 1,4" MAIN 1.11111f ST04ft Oen 11us �, I - _ Tet hers ! R Pope .• - a Tit bOr6 ~- . 27" C or reinforces , ►�---- s J-le"OC � ' ' •- : ®bA►s e" m«►oloth,c arch - -1 f t_. 51" 3 ' ,' -•• - .I '• ' constructed in one continuous operation, except that a e- Omit "A", "B" L "!'" bats for structure without UTY O F FUNTANA, CALIFORNIA►Tle •«t M,w ',�-1 '--'- °i"'4 In»t tt►of thisDETAIL-MANHOLE NO. ° •3-N•OC ; �' �- Jo3'radius Opplie9 Of the# construction joint at the spring line, with longitudinal side inlets._ ♦ ' ��' I Round 1 t ' ``f''' 'i i it t keyway, is permitted. 6 bels-- o , sp„y I,rtt- ' Ed�,rs�' '"E flare G bus ��� - ; r pain .�-3` ' WORKS DEPARTMENT PUBLIC T- -1--- -T • ' I r --•F bus ' • • • `` / �' 1� I[Iw o �IIEF.. OCEIV ,4 .?Tri 131 ,, •' f ; pC 05-3•oc EMS'!DRAWN BY • 1:3:5 : e» `"`-s --- ro. /3// SCALE . �• ' -•• ---T- A L S STORM DRAIN PLANS -� DETAI'L a"" T T� 1'-r for • SIGNED NONE 14 ''K`s N 11 M 31 -TO REDHILL tiVE: COSTA MESA CALIFQRWIA 9262616 TS f7141 �, e77 MISCELLANEOUS DETAIL , r- - - ---- __J ------ --� ', SECTION A -A IVIL �E � fro V N : ' ''s ""' JUNCTION STRUCTURE SECTION M- M � uM,stwtlN .verve' G EMCs' RING LANG PIANNNIMC u Sfl1l1'11EYIIIIfs cNac�aEn eY oATE . m PREPARED UNDER THE SUPERVISION OF: , JCH EAST VILLAGE W.S.) N 2 Two (2) lncA do" gat to eotrOR" d to foenl ok J08 N0. r , t OR. N0. SHT. NO. shaft, grout bettlro•rt short end seal. - - � 3 810 - 2 0 APPROVE(). T .A,t..� r SECTION Z -I N4 -T. 5. No. REVISIONS ENGR'S. DATE CITY DATE OHN C. HOGAN R.C.E. 26225 psiCIVIL ENGINEER R -CE 40964 Ar.99 140F i4 PPR APPROVA it A J. N.98/O- 20 TABLE OF VALUES FOR F ' AND T DI F s T 3t, e,. Is" 41/20 39" e" 21" S" 42" s" 2411 s 1,4" 27" 51/2' M" e" 30" 6" 51" a 1/2" 33 6 1/4" 54 9" 36" 6 1/2" 57" 9 1/4" 39" 7" so" 9 1/2" 1 42" 7 1/!„ 63 10"1 45" 7 3/4" 66" a 1/4" 1 4e" s" 69" 10 3/4' 1 S 1" a 1/2" 72" It" 1 s4" 9" 7e" 11 3/4" 1 57" 9 1,11" M" 12 1/2" 1 60" 9 1/2" 90" l31µ,. 63„ 10., 96" 14" 1 66" 101/2" 102" 15 ICs" 69" 110 3/4" with center line. 16" -re 1 1 " 114" 161/2" 7e" 11 3/4" 120" 17" e4'• 12 1/2" 126" 17" ' 90" 13 1/4" 1311" 171/2 96" 14" 136" 17 1/2" 102" M 1/2" 144" is 106" 16" 114" 16 1/2" F Ot -�iF 120" 17'. 14 d 126" 17" WR.3-• with unpaved streets PLAN 132 71/2" eelvoRh•d Mal steps 136" 171/2'• '-•�-�=� Sheet Not Shown 6. 14 4" 1e" , b'b�'• 3 ' ,' -•• - .I '• ' constructed in one continuous operation, except that a e- Omit "A", "B" L "!'" bats for structure without UTY O F FUNTANA, CALIFORNIA►Tle •«t M,w ',�-1 '--'- °i"'4 In»t tt►of thisDETAIL-MANHOLE NO. ° •3-N•OC ; �' �- Jo3'radius Opplie9 Of the# construction joint at the spring line, with longitudinal side inlets._ ♦ ' ��' I Round 1 t ' ``f''' 'i i it t keyway, is permitted. 6 bels-- o , sp„y I,rtt- ' Ed�,rs�' '"E flare G bus ��� - ; r pain .�-3` ' WORKS DEPARTMENT PUBLIC T- -1--- -T • ' I r --•F bus ' • • • `` / �' 1� I[Iw o �IIEF.. OCEIV ,4 .?Tri 131 ,, •' f ; pC 05-3•oc EMS'!DRAWN BY • 1:3:5 : e» `"`-s --- ro. /3// SCALE . �• ' -•• ---T- A L S STORM DRAIN PLANS -� DETAI'L a"" T T� 1'-r for • SIGNED NONE 14 ''K`s N 11 M 31 -TO REDHILL tiVE: COSTA MESA CALIFQRWIA 9262616 TS f7141 �, e77 MISCELLANEOUS DETAIL , r- - - ---- __J ------ --� ', SECTION A -A IVIL �E � fro V N : ' ''s ""' JUNCTION STRUCTURE SECTION M- M � uM,stwtlN .verve' G EMCs' RING LANG PIANNNIMC u Sfl1l1'11EYIIIIfs cNac�aEn eY oATE . m PREPARED UNDER THE SUPERVISION OF: , JCH EAST VILLAGE W.S.) N 2 Two (2) lncA do" gat to eotrOR" d to foenl ok J08 N0. r , t OR. N0. SHT. NO. shaft, grout bettlro•rt short end seal. - - � 3 810 - 2 0 APPROVE(). T .A,t..� r SECTION Z -I N4 -T. 5. No. REVISIONS ENGR'S. DATE CITY DATE OHN C. HOGAN R.C.E. 26225 psiCIVIL ENGINEER R -CE 40964 Ar.99 140F i4 PPR APPROVA it A J. N.98/O- 20 NOTES,..., ,..,,.: t' `�'`'`'-: l 3 -Orbe. 3"0.c. SECTION G-(3 lotion I•votiorl ' l ' ''' ••: • - • 1. VALUES for A,S,C,D ,D2, Elevation I and Elevation S are shown on plan. Table of values for F and T hereon. tail " Sol ' • S" " yrsrlo0le - 1'!"lf lavation p Tie M1 • 2. LATERALS. If laterals enter both sides of junct. str., 'R3' LONGITUDINAL SECTI01 tea' access shaft shall be located on side receiving the q. 9" ,. ,. t' a•� smaller lateral. build up dock of menholi::,•�y'� '•'hers -t' e"O.C. A'S' ba -1" to provide level pipe test 3. CEA'TER OF hANHOLE SHAFT shall be located over center SEAT FOR SHAFT WHENowheit street 3rsN fram* a Cover line of Storm Drain when Dl is 48" or less. In this TOP 19 NOT LE VE L It Sten. Pion 630 -0 -OC lore si1tl-6-ot + case place 4-E bars symmetrically around shaft 45° �_ - stet! tL N , with of Spur: • � -1,, with a Mon. of Ss ���_=_-- ? _ _ _ • with center line. =-1 i. LIENGTR of junction structure way be !increased at - option to sleet pipe ends, but any change in location,11 Il�t,!`-IOt "wtthpeve4tlr•etr F Ot -�iF of spur must be approved by the Engineer. 14 d WR.3-• with unpaved streets PLAN eelvoRh•d Mal steps '-•�-�=� Sheet Not Shown 6. REINFORCING STEEL. Straight bars, 1h" clear of face of ' 12• ILEVATIONS applies at es"tec of wain lire est , b'b�'• concrete unless shown otherwise. Tie bars shall be P4 prolongation of invert spur. Q`iOFESS/QNq spaced 18" on centers or closer. Steel schedule -.1. . y-� lifters '/'ears O 4 ff0 detailed on plan. 13. Manholes shall be coinstructed unless specified•• IT .:�: / l •;i� - -A1C. '_ ~ otherwise on the project plans. SP1312 way be used +•-" V 7. EMBEDMENT 'P' shall be S" for D296" or less and 8" without manhole when Engineer determines sufficient ��+.r �- 'A'bato I � O � �o for D over 96". 2'�' weans of iavailablefdi access s or storm ran ' '.' Titter) • 26229 Z wsintenance. J. 1• " ,,. S. STEPS shall Ids 3/4" round galvanized steel and anchored i ., le +,,• , ''•' fibers I EXp• � jll not less than 6" in the walls of the structure and 14. lfiea rnhole is omitted from junction structure, ''� el, ' shall project a minimum of 4 inches from point of Type III the following notes shall apply: p�'.•;r• •' -� esbedment.. Unless otherwise shown, the spacing shall•,'�.• be 16" 17" center. The lowest step shall not " ° • '• TIs bore '' 4-Ie"O.C.beth dref1,lsM or on a. For D2 or 2 freta 12" throush 33", R i T shall be' wed"'tonNisso o over E QF ra, be wre than 2 feet above the invert. B". (SECTION N-HI•P-0 _ (PE1c : VC~4 5177: 19M) 9. RINGS, RL''t1UCli AM PIPE for access shah shall be ►. For Ot or a greet!# than 33" Isle table of valves seated in 1:2 six mortar and neatly painted or wiped hereon. ► �, inside shaft. D ETA I L -MAN HOLE NO, , 2 e. Omit "�", "J" it "N" bare. 10. FLOOR of junction structure shall be steel troweled - to spring lint, d. Omit D" bars spaced at 3" acrd use spacing iLndicated on table. - 11. 110M1' of junction structure, including spier, shall be 3 ' ,' -•• - .I '• ' constructed in one continuous operation, except that a e- Omit "A", "B" L "!'" bats for structure without UTY O F FUNTANA, CALIFORNIA►Tle •«t M,w ',�-1 '--'- °i"'4 In»t tt►of thisDETAIL-MANHOLE NO. ° •3-N•OC ; �' �- Jo3'radius Opplie9 Of the# construction joint at the spring line, with longitudinal side inlets._ ♦ ' ��' I Round 1 t ' ``f''' 'i i it t keyway, is permitted. 6 bels-- o , sp„y I,rtt- ' Ed�,rs�' '"E flare G bus ��� - ; r pain .�-3` ' WORKS DEPARTMENT PUBLIC T- -1--- -T • ' I r --•F bus ' • • • `` / �' 1� I[Iw o �IIEF.. OCEIV ,4 .?Tri 131 ,, •' f ; pC 05-3•oc EMS'!DRAWN BY • 1:3:5 : e» `"`-s --- ro. /3// SCALE . �• ' -•• ---T- A L S STORM DRAIN PLANS -� DETAI'L a"" T T� 1'-r for • SIGNED NONE 14 ''K`s N 11 M 31 -TO REDHILL tiVE: COSTA MESA CALIFQRWIA 9262616 TS f7141 �, e77 MISCELLANEOUS DETAIL , r- - - ---- __J ------ --� ', SECTION A -A IVIL �E � fro V N : ' ''s ""' JUNCTION STRUCTURE SECTION M- M � uM,stwtlN .verve' G EMCs' RING LANG PIANNNIMC u Sfl1l1'11EYIIIIfs cNac�aEn eY oATE . m PREPARED UNDER THE SUPERVISION OF: , JCH EAST VILLAGE W.S.) N 2 Two (2) lncA do" gat to eotrOR" d to foenl ok J08 N0. r , t OR. N0. SHT. NO. shaft, grout bettlro•rt short end seal. - - � 3 810 - 2 0 APPROVE(). T .A,t..� r SECTION Z -I N4 -T. 5. No. REVISIONS ENGR'S. DATE CITY DATE OHN C. HOGAN R.C.E. 26225 psiCIVIL ENGINEER R -CE 40964 Ar.99 140F i4 PPR APPROVA it A J. N.98/O- 20