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HomeMy WebLinkAbout1603-16y.- « .. 7 " A�II a .heli MIN memo 450z when tido fto>N etrceeds 10'/a lNrMlrn lint w i -o � 00 not -exceed 4 Se r�AMb�rr/re ire le esrfrcl Cs►t►r �"'GeArJ of stake li flow Ile Mae got6*1! wMn side flows exceeds 10'�iiSONt-'11 Jam, t'-r"'ywet,ti"'O.C; >' per Alhambra Ms. /5.3/ or approved I taro fi�ltel • ! c q v a 1. ' ((I ( t I 1 deet steps 11-0e.0. rf aloin One f Iow. « �•�• • �• • Cawiawe •hitko.t ►N. t OA S A1n„('rirs �) I (I J"Red. 1 ' •4 , , .4. ,. •, tr is iwsids o414 oflstlthMs .� a1 kO�N -, I�,lchar�, r �O/dM�t/s , •v w w ` f 1' • o ,'+k3es"vs/ ,�Wr,ar. NL�I_r Dew�l-. 1 ( • I _ 1, T �"*`-".`a .-... T ' ,-face Ar.DAe '"' _ • - --r-- iI I , III ;, 4 II 4 tMlro'tvr ftlirt ' it1• �) (1f111b) ," M �' 11100 ; .3" •D'►ere p 1.. f �•.--r: F r T 1-2 �,1 F WE LATE A I 1 R ,,/" 9te note A I ' ~ ✓ - �- ( A r A T :Y • 1. s •T I e _ 1 •,_,._.1 ,olop I /' RhrdYMy r ` ♦' Y , ;...• • here � ` • a (Oj l'�. ..ps�,,r� .to / .* ; YY ; •. �- N .l.t 1 .. • 6.- 3"re/•. �' �u.� �� ••-- �, )\\\ i� �•• .•'• ; • ; - • /•' CMO/ • l; ' - T ,1 '- 't i Y -.i r w I: Qe•uir1--`.�. ••Prstecf/enle J 'T All steel reinforcernetM 5 1 Tk Ms i ` I I 1 0 bets I f :.., '' + " N I ( 1 7 » • ;;,� t 5cor'rff� Lr+nc !llrp..AusAdwllti 'J este i/2 M 4 o.t. _� t A •'_• _ I t I - oN ••:..,�. 3„O.C. Jee Notts - Rod.s 1. D. d turf 2 •; ,��t ♦ • 1 •• - .. :t O ( ver M s•• ~ '� A v;f '��••::.«- --� .1. ,� [ben we as I I i Neo .r• ,�•••.. •�-- ..... 0 9lrs f Ra � - 1 1 .vefi.e "61-ArrcAwr ;I T- Tk flare} •s:.�•';. f- Tie be I • �",. �� Ievatton at --- �- �-' �0�'NGITUDINAL SECTIOIII A `__1 ' _ � v F====� A 1 /_r 1�Ml�l how = _ ; 1 t 'r �Me A t '••� y L = _ sere i da-ectiers: 1 1 wtitnNk 1i�t L •� ... _t O.C. ,Ch ►t I _ ; I , , . _ 11 T tat T 0� or SMR. Plan 630 -o -OC Note est, -e -K • - SECTION 0-8 -I f� /►.ire • t...r � • •�•• � er t"! N , Rel er Shw SECTION .�, ' le •�' � � Ja`9roote gotiono/ with conlroctor t�'LAM PLAN •�E4 11� e 9 --- I t ot. •r .Pee• , , OS,ISO4 ��� = -••1 ..� t 1 Swett plot shown rs►►af, nit ><t,t,.rt„) 1 r • , E C TI ON A-l1i► r I �t..�r anew r _ ` rl. !' = teM`r�' welt •� p+► _ f I rot>M Ws. 7-e with vitpovod etroelt NOTE: alllwv+tlMe oIId es+ r Two (2)' hltfl aw seat to erttMlsptitna te N�Ofdl0Al *At% mootele *ome ow ce.e► r fe•I�"Ofe"Mi theft a. .,w TYP, ro r Std.Pen 30-0-0� ftv grout between shaft and seal. et are" per Sid. Plon 630 -0 -OC Mill 'tFbee9 SCR 1 1 teYuret/r.w stijs eWVd ti~ POO mey&a *6cec/ 533 -0 -OC inoangpotitioo around Alae ova//s. ~ 1. t i33 -0 -OC r 1 •fin : ' 1 _ Aj anal .:/rk I/ri//.r alb D.Y/MV!'r ,y •: M � .e.s � • j"-` '• • -- -- -- - - ---+ N jweninq sha// `t lo. -mod by curved forms. Mi MMS L" -•!O 110 fir /� We# Ones '•�-0 je je e.:'• � �• '�j, _ _►'Dens � T 4 /�ar�/(Jf �!llC�f3/O✓I� tt S / t V �.f 4 ' �•' Or /0 S# Cr�CRie V , « Max. _ - T{i �e1 MI '�` ,- •/►" - l ° D` ,'1 v is Ietwesn=0•csnd d' 0- rings t:.0'- M..r-_ Mh�Mw11� 3 - i fir rn*�►td •heels 't A s.r• ,: • 'Wr) 1 t - /C' "if V s A' per 'i CetrcreMa dings % , �; , I .,>, y vo.Me/ Anchor-- V '-v• 1 -0"or more S rt�ltar I `I a+d reltl�eer womim f -loin" V t Need oMt 1- - - - 1 '••{ '� ' ` I,r 4 un airs o/t4er �x noha. Std. ( , Std. siert 150 = M s/'' Mininwrat 3'- 6 with wtporer streets I 011aillurlt ter $+ T T Fii+rtr s1 bovoh shall bs tir&weled tb a hors Sec Nate .3 Sheet 2 smooth surface onda '° F•�•- "-e-+-I "? hits N setw tr :::� :•�' ffra// s/ape from o/� r:.. - PL AN directions to Age outlet.I iN hilae \ v ,r Alonhot(e steal/ be od of / 'all r 1IfrI1iC. 3d" dlattl<ltrr' s j 1 ' �olac �"9 ba erre/ « w •.--+--. n e or outle It. :_ 1 SEE MOTE A >A* rerw/ gelrsm 2 (Junction / ... -. S ! • • .. Use Std. Plan 131 •::�. Round ed s K ItNeh i:N :east steps Structure Id) for side inlets I t -to a-c.ta,.rlrtr.Vj,f We JEHON 6•S >je1 p%ps aAv/1� be ":Ylkl►rd /b /Ae 19no✓ - I �,: I - 4 • os• �• wood what 0110 e0 or over ,�hop,r and length afore concrete is Peurcl ; �.; 3 _� > 30 diameter 1 . 0 4 N ban E -d SECTION N -M • P -Q w { hers � TEEL- LIS - E CRIPTION REQ' e'3 Bvrs '7'- /O" long.i' .: ...-lhwwd edeas of itltatt t � I : sr3 Bors 3' - /l " longl4 �_ 0'3 Bors 3'- 2 " long E Of BAR i' TA e� s z ES PROJECTCD ON PP.* Aa • e •ere 0►r F bore 03 Buri, 2'- //" lorry G'MT_ A'3 Burs P - 7 ~ /an .3 All sleet rtMfdroNenl Da T Steps j/r'P/o,�,round yolYw,i:td es Mots Dowels See Dotod 4 Frome and cover .Sot/ VALUES for A,1,Ce© eat a 21tVatin 1f and tlw4tfon i orris Protect,on Bar Se1rNo/It _ 1ltvll 6 floor steel reinforcing See Note ualvur„sed Suppor! / pl••olect/ors bar: 1Vhere MC cvrb face IS greottr C,r - 4 -- -•- �� . than /0", iq-ttq/l protection bar os shown �� Mrr1I. �' diMMtfrr shill IMat. -Use 'Jed. Mbn f,'!12 IIii1RlCtfan StrvCtrre II'lj ' - '' on Owy. No. 4Vl ' I, r•• -� '.------for side inlets > 30" diameter. 'ee note _ O One ok tet ?tree/ s : If le 4 •3'- 6' or �irstt, adr* nsrrwi"d = './ ; f 1 _ in -pared ttrsole s R`s ' 3 . , . •' 1 !f �' %s .� '�� lir �''O• putt One $fop /C"a�11>Y 'ea, i lit e>�Nt•11 . I : + fvORCrete rings,1/1fN111 •.Cs e�l1AM • jr�, ',.• per Std. Man 02 floor If Y %s more 1/ion 4'- p.. !. : • :• Apse _ Inle1 ekMelion •d ► 0 m p ,o �, �r .� tot this point oppties of this � treat 9n� ► • ► ►e not lore sfe � •t '�. to3 radius � S M rw►Ne Ise I i /?'opori, rv;h`r by step E below top of cover f•, '-, �r - Maltht� 11 aen ow saw aloft. ' =; t ' It byer Ce"Cra" rings KAT FOR $"AFT trr11[ N Ong Jurface of cW1 ex sedconcrefe4"11c nf6rne ti `�t�i�'?��%!+;,��:� 1�s1 � rob' I hr Std. Pion LIVE per 13dt Tor h NOT4 •a,_'•. : .1: i t us633 0 OC ''O�OC -� -- rl i s.. ,-Rdeun� in :loge, gra 4c, co✓ar• 4hi.sh and storm n • • M OW+il • y , 4 : this step ' M bee !a exrs!lntw 1rbe o Jossc/ curb and ide.vdih --4 T 3• - w'� T S}rest /e For paved streets II"• '" ipl Pere st^ Udjocent %it. , .i 111 s 116 ©/1r0//L floor stet/ hrcin K."wMiCr!}l' rings v tr s " I " •.: "•' �,;. �:. .1; * 'f "�D " bee • 9 ng :' 1'-d" tis ewer sheets ' •:•• _ d Ad t -ice n, V. Me. X SECTION A A Sid•f�an1502 ~ (Ste Note 4 1 -�, •� :•.•:. [here f-!'" for twpsrad mi. �.--� 11b►kibte Curb thea o/ ev►kh bosllrr s sr►tolh be rlliea�/ N T T i 4e Air pwM •tette -- " of the existrirg curb plit except as Y,. xptnit'this step m or Ito, t- ,• ;Q �a • r T ' o/ cr,l�%: s!►d�•,-�. I t SECTION A A f`z rw t�e�►ed Mr.a. +- s_ -- o rw. .`f '� •.•: /► c 1 _ I 3dadia. Nle. In pored streets 1 •� 3syyovrts per 11rvy. well®. dill► 1 {tl -..1.. i �' _�- „' -.►- ..�--o tMrr! • T 11- ..._._ _r, - r fL 4Y 1e�r's st►sefr .:o;,.` �T"M OAL ,to `- adios •_'� a~ .3bvrs: /Li J""`O/t LOCA 'P 3 I - 4 4T I 1 r `^ I[- Z- ferimpe"d streets - WE RM "A" Sheet 1 / •. sl :1 •� "r .: ...-lhwwd edeas of itltatt t � I : Tare (2) Inca � seat to eerr.epf>�w to InwiAarlll ,�: � ,� shaft, grout between shaft etd seal. � T- .. •..1 .:••, ,.�.a:T �_ - -•• �N : R •• b 3 r _. E Of BAR i' TA e� s z ES PROJECTCD ON PP.* Aa • e •ere 0►r F bore F'A� T G'MT_ V � ki v q s All sleet rtMfdroNenl Da T > -T T .. .,, :•; !� 14-- •_ • S" s_ •4 's ♦4at VALUES for A,1,Ce© eat a 21tVatin 1f and tlw4tfon i orris Use JIgct%m Strtllem Type 1 *for ovftt pipe dAotneters of 4e or Ips Olid' lnht dlamsters v 4 36N �►4"e.t. may'.. 41%2" flow fN ps•:J rY••r rM R1 shown on pian. Table of values for i and T hertion. of 30 or less.i to- 7 OF3 06 dF e 39" DO ,r _ �..� .� �: �•,: ,, -...- « , Ilrilferw Abe► rtes For :trl�tvra 1�/trtlOYi IAenhoh OE AIL OIDOWEL_ iMsull� ogre .. w 4 at 12 bath gar; -- - - - !-:::•• !'.:.�:%:;...,,ti,, ,�• DETAL M greater Nlen 60 1kAleter Revise Nor S to reed 12-39 - • NOT 1 fi, I . ' 1 1 -+�T Fes••' f� i' I T �' w i • Use Jlxte'flon �e Type 'II' far k P'IPe d�fo`t1"Ner3 .af} 42 K 4rea'ter wed MWp►fpe DETAL M ` D DETAIL- CATCH BAS I'N NQ. 1 diameters of 30 or LNOTE:"A s� babe not tiA10as. w tar efftity. KC c.)W,c. AV. C.,c7 9M7 44ig;. A& DETAIL N SECTION C -C (Shoff not showrrtj - I, /. `iuTroN: ' of wwtAft t/Mam an imp ,vololl or. t#Nh N osMMw er tlNl•A. TABLE OF VA L UES M 1�C'ITES See Note B E OF LUES FOR h F� F'A� T G'MT_ V � ki v q s ,42- Da T o f 11■c=ni� ir�i© .w 1. VALUES for A,1,Ce© eat a 21tVatin 1f and tlw4tfon i orris Use JIgct%m Strtllem Type 1 *for ovftt pipe dAotneters of 4e or Ips Olid' lnht dlamsters v 4 36N 6» 16" 41%2" SIKWALLS AT TOW OIITTER OPE1ltlli $MALL NOT fK MAK K IPL•AiTtrrllw. Tote[ OUTLET PNC SHALL BE TR1MMEr TO FINAL SiIAPt AM L[IKTN 9CFOfut shown on pian. Table of values for i and T hertion. of 30 or less.i 39" s" 21" ®�m 2. LATERALS. If laterals enter both sidesAf junct. str., shoftshot i be 4-d"wid junctlm stv ttfrM ottom W'Id"th *&11 be Itocromed to 54Z 42" is .4 1 I 1 ` .� 4 0 minimum when M) --Is. Ux Sid, Plan 1504 w1ih S rings when M>15. p Z 45" ... 4 5 1/2" S' iE NE R A L NOTES ----• 400- F_ Mtwds • SI" S I/2" 33" � \ s # t. MlrlOW M IMC See.A•A aid lee. S-1$~ be •mot tots "M4 -or, 1111114lrt Mev be NWRH d N ng onion et the Engineer prided shot the f}� K value N M sMtl be plot less f} 2+�• ----� I I I t+• �` \ -o • , the lwirtlmum specified end that the reducer shall be user For M (in See. C -C ) see Mott 4. d4 12 in �2 54 of I I 36" \ •. case place 4-F. b&rs s;:wlnetrtcally ,hound shaft 45" 14 •e I ---- I + 39" . E • LEWT11 L well ►e 4 f r Wets of Nfor lass enrd S`Ar brews *a 201'"ur1nre 6#00whreslew alt Allprer'rwtwolt pup.2 (Maybe increoeed malt. (1) foot at I In 60" I �'•;; T i .. a of one each end to meet pipe ends. Continue *404 0. t. 63" i • `• !� . �' . �• `•e' •� .:.: -S ltT *01 be constructed as per Sec. C -C and Detail N when depth M front street grade to V2 -'�--- ,.�F',�,,,i1 t� ;^ i I , •+� .. • • , . �,; •,,ry. of sox k less then 2-101 - /2 int paved streets or 3 6 for Irnporsd struts 20 I freer to Moe rls+csd I+ts! 14r+ct„+' I / ' • .':', . ` • +'°� M " 4. -OEM mey be r*#MW Aon oMehse Ilm" of i when tergv vee N M wooW wflee N 6 1T VZ 69" 10 3/4 51" . lipl See. C -C) ft 3'-6" or lets. ,2If .+-- 12 ' '' N 11 N s4 • •.may . , i - T :MAI be a hr .ewes er M op % ow IIIcua •' T swo be do t�sr ee#ees df M our - DETA11 M. When depth of manhole frou street torton of _ 1 •4 1 --�-1- i 11 3/4" -, •a. �. •' total gehMkes stelae anld allerAarltlf plat kths then i iia file teeth` of s wee silafl projref amt f 4 inches tfhrom junction structure is les thar. V -1(x4" for pave I, /. `iuTroN: ' of wwtAft t/Mam an imp ,vololl or. t#Nh N osMMw er tlNl•A. TABLE OF VA L UES M 1�C'ITES 10 . Ft�001t of junct ityn strut tyre Shall be steel -t rarr+�r'i ed h F� F'A� T m V � ki v q s U v 6� v �9 o f 11■c=ni� ir�i© ir�li©�� 1. VALUES for A,1,Ce© eat a 21tVatin 1f and tlw4tfon i orris , = - conactructe.d in one continuous operation, except than a 36N 6» 16" 41%2" SIKWALLS AT TOW OIITTER OPE1ltlli $MALL NOT fK MAK K IPL•AiTtrrllw. Tote[ OUTLET PNC SHALL BE TR1MMEr TO FINAL SiIAPt AM L[IKTN 9CFOfut shown on pian. Table of values for i and T hertion. b'r'y11rOY, is permitted. 39" s" 21" ®�m 2. LATERALS. If laterals enter both sidesAf junct. str., 42" is 24" s tit' •.. access shaft *hall be located on side receiving the p Z 45" ... 27" 5 1/2" 4 smaller lateral. 4„ ®� It[Lyi © Mtwds 0,• I, /. `iuTroN: ' of wwtAft t/Mam an imp ,vololl or. t#Nh N osMMw er tlNl•A. TABLE OF VA L UES M 1�C'ITES 10 . Ft�001t of junct ityn strut tyre Shall be steel -t rarr+�r'i ed h F� F'A� T m V � ki v q s U v 6� v �9 o f e f 1. VALUES for A,1,Ce© eat a 21tVatin 1f and tlw4tfon i orris , = - conactructe.d in one continuous operation, except than a 36N 6» 16" 41%2" SIKWALLS AT TOW OIITTER OPE1ltlli $MALL NOT fK MAK K IPL•AiTtrrllw. Tote[ OUTLET PNC SHALL BE TR1MMEr TO FINAL SiIAPt AM L[IKTN 9CFOfut shown on pian. Table of values for i and T hertion. b'r'y11rOY, is permitted. 39" s" 21" 3" 2. LATERALS. If laterals enter both sidesAf junct. str., 42" is 24" s tit' •.. access shaft *hall be located on side receiving the p Z 45" ... 27" 5 1/2" 4 smaller lateral. 4„ is 30.1 0,• SI" S I/2" 33" 6 V4" 3. CE'1<"fER OF UNHO �E SHAFT shall lee located ower center •t line of Storm drain when DI is 48 or less. In this 54 of 9.1 36" i V -I case place 4-F. b&rs s;:wlnetrtcally ,hound shaft 45" 57" 9 1/4" 39" T/o with counter line`. , 60" 9 1/2" 42" T i .. • 63" 10" 45" 7 3/4" A. LKW*,Ta of junction structure filar bt increased at 66" 10 1/4" 4e" •" option to meet pipe ends:, but anis chane in location of spur Must be approved by the Engineer. 69" 10 3/4 51" b 1/2" N 72 72 N 11 N s4 N 9 3. - DETA11 M. When depth of manhole frou street torton of 7e" 11 3/4" 5r" 9 1/%" junction structure is les thar. V -1(x4" for pave IS�erl I �'' .• n• o point of embedment. unless otherwise shown, slaps shall be placed 1 -4 on center. The - - v .. . ^! - y 4 .. lowest step shall not be mon then •. .. N " •t r •e r f unpaved r N I Ivr+t I i `O -; �� . • •.•. .. P 2 above the ledge of the side of manhole floor. - s t t o 3 -b or u p ed` streets,, 'cot:struct • INesrArh• :ttept eAef1 by 4' d" and JrI►ttirm Structure S4 12 1/2 60 9 I /2 -. .+ ', �, 1 N N N N •. ,nkina l i th i s shaft r De t a i 1 M. Construction of sha f t I I I A r bottom width that! be inersined a •4 -0 minfttwtsl per a Y- T•-REWFORONS STEEL slrtl 4 1►+ers , dtterrne� seal tit tors 1 cker 90 i3 IA" 63 14 i 111 o 1 v f" to" •. N 4-1, t+nr. l6r lr.► '` than M> I5 Use Std Mon 1504 w0h 6 thick k ri s a s ftr Detail M for n d e ,tfi of manhole i tion al. - - • .l el cencr ete. M I10 N w p a y p tea o l e s opt io a 1. N 96 14 66 f01/2 j ts'Mn M> Is �VJhen 0 i 4S or less center of shaft hall be air I .. I , 9 , >w ;... :.... - .. l-STArMft of im beft stem eu imp ove"00 pith d eft tr thio 0 AM. '• „ N I bws, st►eft be 01ced ravel. Tie bees x1111 be "* Id•a►f: w 102 t5 I� 69 t0 �4located � + • ��T ID Acs Ifhsll be /IIRed �'e.t. E 4�.. ' • '+'«,. .. �• 4 epimer Cteerr 8 It per Note 3 Ashore L w Men S -6 is specfied an i ovcn+erd owttinre D Mors I I /LdOR of tmenhia shall be K 19+, et i at •. .• I r ILergths shown In table ore ter longest bars. M�here shorter bars ore 00 K 72 I I I required, bend w etre A Imtot Nall wigll�tMilNls. : w -ASG rt�lrrlrr Gild ttii• eexobs ,, w It Its sAaRt eRtsM M srtA�d tee Ret trrwhsr end 114 161/2 7D 11 3/4 S• h1.1;VF't>!t4,NC STEEL. Straight bars, 1 chews of ewes of . nirsNq t ..�- pointer w wiped kveids :holt. N " "c��ncrpte unless shown otherwise. Tie hairs shall b #14 Anchor SENERAL NOTE= 120 17 e4 12 1/2,., t tt. - elleAl M d „ tiPACt-d' 13 on centers or closer. Steel schedule -. .: MMre N !" Per f,,1. , Ir CENT�EiI OF MATRtOLE SHAFT 1Atofl N Heated ever seals► Ihl+e eel st1•ttm MM tillAell dA11I•IrP � I26" 17 90 13 1/4 .31 1s 4i" w its:, b tiA11s11 one pM•ee E ►w symmetrtcaty •roved sooft of 45' M1a tsNhr One. detailed o" p) an . - 132" 171/2" 96" It" •' � t.q t w w r► 138 171/2 102 r51 7. FMRi;OMF.hT fig be or S orlax .: .� e' - _ 1. i-�'rM �• �► M hralessad 'we f i) fe�ot nl�wl. of sed! wd to Nra�t''ip�• w+ft. Caaflrnw 01r1n�s N S"f's. t�. 1. .. Ilrr .Mlefkn lfrllelrr• lyyre I ter wrfht -_f1aINw�Ar�e Of w �' !2 s 11 S f D� 6 s alfa a J p� SS/OJI'' '�T�I,L.,, AM 4t er.bul wee hvw dknWm of 3o or ws:.-r-01. ., r �+sr• �•et w�rw�e � evMewel t�.+► ---__- . - S. DETAIL M+ teAYltt d"t/Ilt er Imerthele Intnt streirl 1t"� tie M et ts� w Mea: lllao V!r tivr M't� 14 4 t0 106 16 f o T D Over 9b r•�.htt�ien brut •-Sty w Meets w S -i M wiparef slreeIs, eonstrrct imonoftic dWI es W dsW M. MAen Moo wow 0 Is 49 or Inas, setrtw d dtoh she# be lecatet/ so per neh E. �/�� L ��� '7Z! /� U/V 114•' K 1/1". _ sit aAr 4fWA t n+ r11e+r1 } „ "So M..PS sha 11 be 314" rour+d ga'lvaniaed steel and a+ shored : ,: G,Irb sr -,J hA r 4. TMI"PIESS Of WC1e 1IIsM very gift" net ` " t� kwet ` met W tMllatl vied► 11t' Ates 120 I7 �� y "� 17th' Ai t �' Ml'e not less than 6 in flat walls of the structure and �►►n� 1, t~ zN T - -JUNCTION N C T 10 N ST R U C T U R - -TYPE sten tabula► whies �. T, es :worn, �t w ,��.. 26 �7 . �"-, to► ,1�, " w Rha! 1 project a winimcm of 4, inches from point of I I Ful tn� I e' enw• CO . ,�M//QO�//�E�1I�"��L MAN�1 /t�l,�.,t�l i. ANN S TCEL am be FWAM Melbrt ad Mrs, 1' Vf ° dew tit iso a 0101111011%0101111011%Wit" 132 T 1/ 2 embedment. Unless otherwise sb own. , the spacing shall . s• lld•�, def Mer (t, - ~win shown. Sizes end Isnos ore dawn to above table, .. N' rr �+ .• f-� r. ";Vs rtr,�ah<r,Y �i ) "'�„ fENGY� �%, f�.A^/ /'3/CJ 13e 17 1/2 be 16 or 17 on center. The lowest step shall not Mott' W>Ihelel f i i'yEh'! MMM be SA" tlwlme, 'N+tM ataet "wee wreAsrwit fess ttewl 11" M tint 9^ of M 14 4" t by mlc• re than 2 feet above the invert. - -- - , ;,b-1 5R'errtderaii fr+r h±e •T... ` _ project a Tin. of 4 inches Non► point d embodmerd. Ju+e4►or A • ..1 .red Gra�r,4 wdF,: Structvn end shall •� .•�.} I!'SETt•►�IL. OP /t tVlef�!!M. f1 ET.ail k. NO T E i «+1 tswtc ... „� 9. R rXGS , Knucrit, A#ID nn . or access- stlaf t,` shall bo 3 G C.C. for 7 blas Ol • ' o T _..._ s K1IMNl. f11IL< ef1MNlt lP[cltrl[O • t .• t t! L .t ti*!!f .. �_i •,' '• " .C.for•Io'easih T. ti»� If[OtAE11, AMrO MfR t1r Oreeot Mlaft MIi M eeoAd M:i�� 11101't� Oaf NI' pAlhtt seated in 1:2 Pix hc+rtar and neat! tinted or wi d -- --- - b t fi C T • S fNCIW S W V ISS PEST OR LESS. T a r ff#COK W Vi: K'7WI[II SFT. SO FM, Or. Moped beide IAe shaft y P Pf r' .l" inside shaft t' P • ; 'Mra+i`u� u I � A. '. V SubqraJt w;* c ent•rngl•or T• 0 INCNIS K V Ill O KIT M NOW. T e t F[tT i MCNEtl /. `iuTroN: ' of wwtAft t/Mam an imp ,vololl or. t#Nh N osMMw er tlNl•A. d1 �i M � 10 . Ft�001t of junct ityn strut tyre Shall be steel -t rarr+�r'i ed h lO. 1110mT of Nwff}lsh shrMl N ' M 'Cairtlrrt:�lrr r1 o m V � ki v q s U v 6� v �9 M Q k Q' a r t tj � Q Ii. Belated , = - conactructe.d in one continuous operation, except than a K 61M A TIONT woos FL OAT F MtsM. CUNt1MTri1E OF TNh LIP Aller �. �' 1'MA >� rtaR *0111M on iabtti va %es for ""I NNW W Nigra. • construction joint a t, the ap ring line, wI th longitudinal SIKWALLS AT TOW OIITTER OPE1ltlli $MALL NOT fK MAK K IPL•AiTtrrllw. Tote[ OUTLET PNC SHALL BE TR1MMEr TO FINAL SiIAPt AM L[IKTN 9CFOfut r _.. - FESS/ b'r'y11rOY, is permitted. `j v =7' /Z. Z o o 4 3 �b-� L- •/0' /7 p Z o o /�j 10 4 T• 0 INCNIS K V Ill O KIT M NOW. T e t F[tT i MCNEtl /. `iuTroN: ' of wwtAft t/Mam an imp ,vololl or. t#Nh N osMMw er tlNl•A. _, fi COMIC A "JA Sett WALL etas ►eRTLANO lttwll711' h CLASS 411e1RR 104 S. �-� Of Ila'Mi� shrli M tdwi�'hM0'M�d h e/rtilr� ala. 10 . Ft�001t of junct ityn strut tyre Shall be steel -t rarr+�r'i ed T NA , A AAA a Tm Rt111pimme i ! LL Be NUMBlR BEFORi1EO • t Na IA RS tL MA T T A r0 TOM Of 11E • r $ LL 1 FROM T L SEE f1Ai10AR0 011AwMN C�Ae 9 K OM IIs -AO�it lO. 1110mT of Nwff}lsh shrMl N ' M 'Cairtlrrt:�lrr t spring o s rin line.. . «Nlflrvclrr/ gall tan/'hrrors.• qwMft� eittW tflet shell AOtie 1110 a THE SOP CC OF ALL t7tPOstO COd�IGRET[ rNAL� OINRORM TO store apOCIN of pkufng a censtrwctlen joint with o longitudinal keyway at the sprinft unto , 11. ih)iff� (if ulnctfoel ttu�trlrtt�le �neludin sr • t ileal! Iwo. j . spur* RRAOI, COLOA, 1MMSM, AIN SCORING IN TNt EttKTMIs M f�'fs0►Olt9 CURB MIO WALK A6JACtNT TO T:K BAlIN. TiMt BASMI FLOW SiIALL Ii. Belated , = - conactructe.d in one continuous operation, except than a K 61M A TIONT woos FL OAT F MtsM. CUNt1MTri1E OF TNh LIP Aller �. �' 1'MA >� rtaR *0111M on iabtti va %es for ""I NNW W Nigra. • construction joint a t, the ap ring line, wI th longitudinal SIKWALLS AT TOW OIITTER OPE1ltlli $MALL NOT fK MAK K IPL•AiTtrrllw. Tote[ OUTLET PNC SHALL BE TR1MMEr TO FINAL SiIAPt AM L[IKTN 9CFOfut r _.. - FESS/ b'r'y11rOY, is permitted. •. O 'Iffs orlMc is PovREta. ire %Pjmffal+ StruOm Type a frllr DA POO de *Wwt 01 42 der:1"01' r � ,`,�° `m.4 � I STCP1: tee NMPLANMIND 4612111111111111111120 9ML ti+'i"l1i� � and inlet pipe dlarnetsrs of 30 or toss. � "ftL K INSTALL29 K INCHES APMAT WWN r Z' 7 4ENU r$ t FEET O MCNES. THE TOP STIP SWILL iR _ 6 NICHES SCLOW THE TOP SWACE AMO :HALL K _ o r�o• 1�. D5 Z� D E TA t J U N C T I O N STRUCTURE -TYPE R NICHE $ CLEAR FROM THE MML L. ALL d3TMER ,,,�., •. • DETAIL -JUNCTION S T R U C T U R P" E lie ,� 0" �^a 4Z DETAIL C ATC H BASIN N 0 . VI IALL K 4 INCHES CLEAR FIIOIM TME WALL.oNLY o1IR ft'E� OG. �. M.te► . 51,Tf7 PMH 1�f �� Cj'�• ��• fit`• Q Co. �`. M � . �To, SAN /3/z �� �/�'�.,�/� 0"111 it MOMS PITON THE BOTTOM $HALL K r IMP�t! G �, G. / ►• G. G' �r�, , /�%G. / V1/. tai �Kf G INITALLtA IF v N 4 ►cE T O MCME s Olt Lt". AUL 611191" ' OF. \���`� o G• �,. G 4L K ANCNOREO NOT LESS T"All A NOMS MIlr' `CAL MIE WALL OF THE BASK �OQROFESS/pNgl BENCH MARK MANS l�Y3fl �': PSONOIAS adAsedaes CITY OF F014TANA CAUFORNIA zQ� CITY OF 111110"AMA WINCH MARK EIS Surveyors Marwt+ers ' moo, LilTte Streetielv�idl�, ea use,, PUBLIC WORKS DEPARTMENT N0 53390 Z �..c NO. S35 R. R. SP11�E 1 N R t! AT N . E �, t Mxrt00 PLAMV/ O 05NWvV 'h13 CORNER OF JUMPER AVE. K _ DRAWN eY: TRACT NO. 13332 - SOUTH PA a K SCALE: I" = 401 EXP 6-30-"6020 AIRPOar R/ti2R'•.a1DE, u4. g204 J UR U PIA AYE . APPROVED BY . >Ft : MAX STORM DRAM PLAN s DESIGNED BY: DATE: FM ►1'+-NOT'RV1+"df= tlE1i. 10�6.4� J. THOMAS KAINE - RCE IMS 15795 No. KSCi WTtat Et+loR. t1 CITY A. T. DETA I L S CA DATE BATE 12/73 REGISTRATION EXPIRES 6-30- a! AIS• • CHECKED BY:DWG. N SHT. NO. DATE : 3 -/C -!!� REVISIONS E. C. Y P A4,0049,04 a G CITY i R 25/2t�r 16 0 3 16 OF 16 j . f