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BE SPEAFID� X 1WE OU75h')E" 1;')U1'1of"T�,,',R ,",,,F "i -if", "NLET PIPE 5hA',,_I,, ,NC, T E_X,f,'E�:%­�'j I ONE-HALF THi" �N",'-S,0".1F ','-"�'��,A�,"�4�','rf�",'���,,' ,O" 114',C', MA�',�,`q I_,,N�a' � I ,,, ,�M�,�,� �,,��I_,�,,'.T ,',��P,I,_ SHALL. EkTER 1% MAW 0NE RAM01Y. it TR�',;_r ") I ! MOA -1 P�W'_',,'l C"ANNC11" f,,,'NTEr4,',, R,,(,`,LdA�,_,L.Y, ?HEN AN07HER STANUARD� I$ T R IJ (� �, "'i I'� E", s i"i iC i"", , � , �, - !� E 5 P, L �,,,, i I, 1 �,_ tl � � , II ,I "�& SIZE OF TIN OPENING MTC� ',`H,E, NIA101 I_0�11E 6,'r'Af,�_ E T'H�`, , ", , "I 1,01 T C I v B i 11 ,I", 1,'.1 11" AT44,,�"'ER ITT THE MLET' P,`PtF, ,PLIJ5 30 qvi,� W'�, adMIloW,M Y�`,, 75 ;run �3') MAX!Mi"'I'A � 5 ALL CONNECTMI PiPES POR CASE 2 S,H,%u,,, S'��i. LP,ICASN�,-D U,4 r:,r)-N(A'u,,,','TE � �F LA�0�, WITH[_,N� T'HE. MAR4 L�Lii)`,', ��`,'XCAVATED T'�Pt,'�',O,','�,',4 tC,'R 4' ;,,AK',,, ON - P ,� - 1- IIN H 0',, H i CA ",',' H2OiT �-�'� E EA, N C E N" S � P, I t,�J_'�, I � 6 BURN CH LOT E`40� OF ',',,�.'�'t,�,'�,�'��"�'�,,',,TCR p"T r�05I; WITH ANER SURFACE' 1 OF MAK KJNE ROW& EDINT Of CONaNTE P41E OR FICK � � 7 ALL CSP AMQ FIi ... f-i,'iW,`�S '5�hAil ,,�"�,F C,iA,'_'vAMZE,[j � I I M STATION SPECKED ON T'��E'� F,1R0�I[',:'_F ",-"�l,�,,�t,),Iol��,,�7�,-,'-�",� 40`f`� ... �E�,`�' Al' IHE , � I 0TERSECTION OF THE JN3h',')i3,,`,', ANN'Ll- Of' MAIN �',,ANE ,khi,D' THE CENTF_f,i 1 LANE, (M" UILEF 'P -WE I � 1. CASE 2 5HAU, HOT BE U$EG "I'O C�',ON'O�.�","­ ..... tri Z' �,',�) I' A ill \ , 1'0 f'_ F`�_ C) 0 R �'�3!';,'AITPAG,' CA'T-,,']:H PBAWN VeNERE THE GRA7E ARA, BE SUBjECT 4) � VEH�CLE I`R,'AFF�(' I 1� 10 FOR CASE 2, NO! MORE fKAN 31 M BOO Or" H'A"E""', PI", Sf,�,,A�""*"_ F; I", � I I , LOCAKD Nj'f,4Qj THE MAIN LME EXCAVA11D THENCK 1 I , G -P. f -J" I I I 11 �'C��.��'�,��,i�""C�""�7��,,','?���','�' TI',,,, FqPES 525 inn fill OR ;555 1N �,,',',,��A�b��"-�'�T�'",,,"-�, vh]"HOU'l, �AJNCV?04 1 STRUCTURES OR PRECAGT Y BRANCHES SHAL4 BE! MADE lm'T'11 5'A%';LE',`,'�- I 1Z THE OUTSWET DIAMETER OF THE NOET NP4' ',:,HALL N(Y7 E",�',ErE') 0NE­HALJ, I THE 1431OF DIAMETER OF THE MAM LINE, I I I 15 TAM ON CCFT SAODLE 10 FH 5M*Lf OV��,� "fiE �,�'A;75IC�E O'�' 'FtiE NIAHN i_�N,E` , 30 jTS AvS wnA BE ON THE LINE AND I�',-RAE,J'-. ,,,-,,'I,i:, ','H�,,�,,' i',�()I,flll�,',,�CTOQ PIPE� K THE OPEING UTO Tj+r' �,',,"��'�jl,", 1�1'101i,�Illiu" DE 11"I"Ij I, Aohllb �IflPA"'AE-0 TO F[�' `1'��IF _ SADDLE 50 tHAF NO PAMY WRA,, P,N'10,j0,',',T '*IHIN '�­'F',,� 9,i')T,a6',,�, O' THE� SADDLE PIPE, 11" � 1, r,�­OE (,:(,,Nt,,4,,�c TOP? PIPE SHAI L BE SUOPORTED AS WIN= 'N CASES I AND 2. 1 1 v :, ' ;i_ - - ""i, " , 6­ii7 .... . . ��,'i:i i,',i�WZ,` i,,''it',""��',�'�'�,i�,,'�'�,'�,'6"""'"""""---'i"'-"""""-"","-""", " "" " '�V HA?7F,,'[q, I 11� � ON, I'll R,� � V` "J" , ,"A �� RU C kN U i "i,� ,�i�,,�,,��"',�,','.�i�,-,�Y','-,��', i - - ­ -1 � �-11111-1111.1',-----,-"-�,���11-1--l'I'l"-��"""-,�"-,--,",�,�-"�"",",-,-�"-r"-""""--,-�,-�,,�,-�,-""��,,�,,�-,�.I.-l-,,�,�---i.-I'��111---�r-l",-"-,, .11� -`I1, 1 AM- .juturnoiN STRUCTURE - PIPE TO FIRE 3 P -I 1 � "I �141 I "00 11r,irn (124� 0Mt2of Z __.,_,_9,p_< 5' I I I 1, ­ 1T.3___1j_, .1 - � ""'. i �� "-'��:",�,:��,.,-,;",�""--Z�ll-�=,-",.,",""-- � ­­ ,;�'�"�'-""""�."'�z,�.-."==.-=,"."----��-�'��:r,�="'�",r,�-"�'I'll-"",�'=� ............ ------I, ,_1',:1_111_1'111=_1'J __ 8� --=;;;;;;;;;;;;;;;;"""----,,--"-�1-11.�. - 1� - G am �.,�­--,, RMAID MGM 10 TO mm IKE R I— 1, &MAP't iI;�i urn '4 50- ram �,',`il Qlp �`_ PIPE swr I ), no � � LQW,3,17"UDINAL SECTIC,AN .11, "I�..-,-���-,�ll,�11--l�-II.-I'�,-�---,- -1 1­`­ ---- 1' ___'�"_` - ­­"- r,�""-��,�,-,,.�---�el,�i-�'.1"-��-lr,,,,,,-Ll��,��,-Z""�,�--,���-� _it�1911;u " , """,­ " ,-'I , , 1-�l_-,�'ii��i.��l-,_,,�!",--�"I-�-"-,",�ji�a;-31-"-.�,-,�;,�-,-,�ipl:.,--""I ERMAN PUSUG WORMS ASSOCATON - sou rHEIV4, CALIFOR'NIA CF1,40-*T1-',,R 1 SIAW,1AR0 "A4 11-1�l-l�--�-�,�"-,-,--",-,�--l""�ll,"-"�-11-�ll-..-"� . ...... ��,,�,��1--ll,-�'ll-I'�,�,,��-,�,-,.,�"-��""�,-,,--,-r"�-.-'�r,"---"r-,',-"",,�'�"-,�,-"-�-,"--"'-""r,rl� I afg�,TWKIIII MANHOLE FPIPE TO PINE (LARGE SIDE INLET) � 322 - 'I I SKET 2 OF A M REMSION DESCW110N � � � � 11 1-11, 1-11- ----- - �--",-,--,--",�,-�"---",�,���--",."�,-".--�--,----��,�--�--,�--""�",,�,,�-�-- __­_,_­,_­­-­_ """""',_ ___ , ( I I 1 � , , � I560­iC-Aj5C)) ("Ok"'RETE I f5si C,� ,,�3,001 rm (44 0 �21i­­­­ 1111111111-1-11-- 13, - W al � I I ,/ , � I "', 0, C i I L/8 IT ff',' 1---. \ ,..I . e', ? i,----- 25 mv� fl,� ',Typ�l i � I , I, zl I? 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SAW -HE TUMF L,C,Rfr,FT9JCifALLf RE,4i)Yl)4,G A 37r4p '' e%'fl 1�,, " -,---", IJ4 IDY-0 3 W*t ON ME SWE OPPOSITE THE ',)PEt, i,m,,,��NT J!51111�1 t�1!!f�_,P.S'1,2T�, �_, !��_,Ez_ I , UP,4071C ENOS OF VW (WT TOGETHER AMD 1HOERT THE`; ), NBE' IN r1lit FiFik", I I f I 'j r ----------- '�--r--,,I-r.Ill,r�l-,,,".,--�.�,.��-11-11-1--l�,�l.,-..-,�.-I-.-�--l'-.,-.-�-�-11- - - � -­ - ,',,-,I � -,�.,,-�,.,�.,�--.��,,-,.�,,�-�l",,,--�l-,I-r�l-',--,--,,,�,-.�l,,,,�.,,-,,,-.,-- H - ­'_'­________­ I -�ML,fcz�-,,,'�%N F't,JuLIC WORKSASSUCATON .S0U1-,­,'Kr(14 CALIFORN�A (,`,HAP'T!`_`A' � .-,-,--�,��""�,,�,"".".,.-.�'ll1l.11�l.rl",..�,,�.-I-11,1��Ildli�lli-I',,,�"i ,,11 11 5 iff" li-i"All" _­­.__.____ ;I 'I ,I 1-- .... ... 2W 1 J, . , ,i � ,� , _0RT_­____F;ysA"v' ,�iR ":',�"g": , - b - L. � 11 RA � 11, --U",11-11"11-Zpl!P 1. 1180 D, H 'K"," '' � ,Q I ,'-'y-,"F�r-.I_1,?v,W -1, I 3 0 0 fjpjQ?[ THROUGH 1000 rnqMjX1 "I ') "' 4 1 1 � I ­­ IV -2- Tlpli�71i'TIR5i ,,",','7�F0,, ��5;5,H'5�iokuui i,,jf� BH,`�`­! cl�: I i __ L-.----f-,"'""-,,,',-,'-'*'-,-",,---�,�-,-�-t���,,�,��,11,�.'%��� Y�1!1!,,,_,�"L'.�f,�� MIF, , , A,QQ,Q_ ��,Y!19_1�11 __._ � ­­ - 1-111- I - __ I— I � I ­�,_ -1-1 ,,_ ___ __ I -.--��l,--.',,--l-�--r.��--.r,'�,'--,-"-.."-�,�-.�-�--�--.�.--.-.,�,�-,--�,,-,---, _____,_______ - I 1-1--1---_j NOTED -,-.----------..-.-,--.,--"-.------------------�---------------.----------------�---�-----------------------.----------------- r_"_­`_,_­ _­___,­___­'_­­­,_, ""-""",,--,�""I""""-"-",�l""", -1-1`_-"-'- --11-1 -111 ­­ I'--,---- -,-,-,,r-,,,,-,--,,--,,-,-,,,,,--,-,,-,,,-,,,,,,,I -11-11_1 VALUES FOR A� EL, C', 01l, D,,�, ELEVATiON R AND ELEVATION S ARE � i I � 140 TES '­­,­' SHOWN ON THE PROJECT DRAWINGS. ELEVATION 5 MPPLIES Ar MSIDE 11 I A CONCRETE COL.AR A REQUIRED WHERE THE C24ANGE IN GRAMF YVALL OF STRUCTURE, HE NVI 2______­� "XCEE"'is Ili Pr1"R111':r1,10_, E - WHEN DE",,P','I`H, M FROM STREET GRADE TO THIE, 'rop 40 5 ""' I 'F I)HE [11EX I L,ES$ ,� i ,_ - ,,' ,"� FfDA', (AIRVE JOHNT'_'i 6t,l ()JETAR_ [�, ,'A­A:E'T 0 THAN 867 r)rr,,, (0-10 1/21 FOR PAVED STREETS OR Wi',50 gli-n (3-64) FOR, , l i IF INE EXTREA4,F ENDS �,'3�: _HF,', PIPE LEAVE A GLv,,'AfIl ,,_,,,C,','1ACr. UNPAVED STREETS, CONSTRUCT MONOLITHM 'SHAF-l" PER SECT�Ob) C -C; AND 1 i THAT A QREATER TWAN 25 tnun [I'l, BUT IS LXS!,,�'�, "HAN 75 nnfe�MAI) DETAN, %t SHAFT FOR ANY OEPTH OF MANHOLE MAY BE CONSTRUCTED � I I " ", j " A CONMETE C'SVEI4 H`3 RC,QWIREC, UN AGCORDMNCE WITH Sfulasi,':QTOW,J I i 306-L2A Of TKE 50IRWO OF SHAFT MAY BE LOCATED PER NIOTE 3. I IF THE EXTREME' F'Nbg OF THE,' PIP: JEAVE A CLI!_,,AR SPA,' --,c CENTER OF MANHOLE SHAFT SHALL BE. LOCATED OVER CENTER UK OF � THAT A EDUAL 70 OR GREATER T4AN 75 inm lt3l, Kll," Lr,,-",�'S ­H4kN I I i 150 rnoi (6')� A CON',,'��_RET' COLLAR 0 RE&ORED, IF "ME CLEAR 5VsKE IS 1513 nvia 05'�' OR Gn�CATNM A TRAN304N STRUCTURF � � � It PEOUMIT0, !11 4 I 4, ,I , 111­­­__1­­,c� ,,�, I �','X,NCRETE COLLAR E3'HAL�, NOT BE LIED FOR �A ,`-',i7F ,`,',A,0,1GC ON I I ,THE: MAIN WN"E, ! 1 I 4; C C� N N E c TO A P � P IFE. IS , � � A, SAIKIRE PIPES OF WFrCRENY DIAMelEnS ARE AUNED WIT4 A � I CONCRETE COLLAR. I Amo r SHALL BE 1505E OF "WE LARGETZ I , I PIPE. &M UP" D-�� 'N#HCI-1EVEH �8 GREA"FEJR, � I � K TMEN Do IS ,EOLIAL _0 OR LESS THAN IK JOIN MVER7S AND � I � IMEN Di W CREATER T"AN D2. JOIN 30FIFT'S, i 1 5. FOLR PWE -ARCER THAM ISOG rnn �,-ea') 5FIF-CiAL C(A,,_AR DETAILS BODY OF MANSIDLE SHALL BE POLi1flED IN ONE CONTINUOUS OPERATION I � ARE REOUMED, EXCEPT THA7 A GQNSTAUCTIIA,s� ,JOINT W11H A LONMTUBMAL KEYWAY : � 6. F(IR P�FE sqfl�",: K01, LISTED Li'SZ- ,NEXT `,,,OZE, LARGER, MAN BE PLACED AT SPRING LINE, I 7 � RERFCCCEMENT SAALL CC,NF0IflM [0 ?l','3Th,1 A 6�5, TA IA GM31 GRAI'�',E TMCOWSS OF THE� D-E.',',(',K �01ALL VARY WHEN NECES5,ARY TO P'Rlcm[;�E A 1 30=01, L5VEL SEAT 8,1,jIT SHA&.L, NOT �96 LKSS THAN THE TABULAR VALUES OF � I INERE REMFORMNG A REQIAF1C',b T'LiE WANIETE'R OF T�R'F CIRCUI_,',F� F 544OWN ON 111"AMILl-',� SH, I, � 7105 UHALL UE 0+42X "i'VALL, i'HfC'KAE1,3SI + T I ! 9 41104MMING 154ALL LI,'�­�' ,J3[,.`,Q WHERE-� ... HE' PIPE !',)IAMETE,"� �S LOCATED, ON SIDE RECEIVIING THE SMALLER LATERAL, I "' I,,P�EAT�,',R 11HAN ,15I25 rwn tRil AND ON, S,L�L ,"'WL13, WHE.HL 11 -HE ',3,­'AcL3 STEPS SMALL CONFORM TO STANDARD P1,AN 335 OR 636, UNLESS OTHERWIeE 13, I iAa"T`AEENI THE'. E.'XT,R,EI`01E (',1LCTF,",R E,ND'� IS `t� rnm t!,') OR t­?,IiF;T3L'-,R, , SHOWN STEPS SHAL, BE UNIFORMLY SPACED 350 mm 049 TO 375 mm 051 00. � � __ __'_ , 5: �'-,-r"-'--,--,-"",--,-"""",""--"""",-,",---,-,-,- ___ ---- - - - __ IN , ( , I " CK, .,---" "" � MROU'LAR -1 �E' , ' , � 1 PIPE CNIAMETER 1 CIRCULAR TILS � THE LOWE5T SIEP SHALL NOT BE MORE THAN 600 xnVq �,!41� ABOVE THFc. t"VE,,RT] � � ! - ­ --- 1 _____ T "� I � nil "Wo ill" A`F�hv THE FOLLOVUSIG CRITERIA SHALL BE USED FOE'i N,ViS MANHOLE- i 7,­f6--��,��`�,5­�'�W �11 P'11"� I ], -1 '­ � "I 1---, lr­­ __l I , 015, _1111_1�_11,1_�'iTl � , r�­", _, " � �"" � A. ThIS STANDARD PLAN IS USED WHEN STANDARD PLAU 320 13 �NAOE­ I , ��,,i,,,,�l,,,,,,,,,,�,�,,,,,,,,,,,,,,�,,�,i --------- ­�_ �­ � " ,-I',-,- -."--'----l-r"-""----l""II-11�ll"�'�.I.-�'ll' 1 I , , - -1 .; I _f� , � , , , , "'�_ , , " � il - "I �, I 1, , own 15p) j 11 k11____1_111_ OUATE� MAIN LANE! m 900 mm (361 INSMU' �DfMMETER OR? L_ARGIE'R� � _______1_ _ __ __114 116150169 1 a hi ": o �i � �,' -1',� j, �,�-1.1-���,�--l�l---��1--l�ll.,��l-.-I'll-111r..'-'-""--�'11-11,"1""--'�,�-1--,---_f ....... j 1. 8 LATERAL a 300 mm H24 TO 3600 wai,fl 0441) 1,14StWK WAAAETER� HOWEVER, � WHERE TIE 1�'�Ipr'AC,E 'BETWEEN FqPE EFI[IS EXC�;4ZDG '�t�, (r�rjj ("!"), flrjE. THE ;NSIOE DIANWTER SHALA. NOT EXCEIE-D 1'"E MSIDE IN'AMETER OF �A � K* I t �.4 �, J SEIR (,IF C1'R�`.',,U1_i,l,;', T�-F'8, 'MAI -L. BE MCREASED �(.) MAINITA m i I . Ar,1PR'f,,)XA1B`1,­�,' SPAIANC ,0F 150 �Anl 161) O.C, I 10. WNFRE THE' PIPE 15 525 �t',rn (2�'i, ,,,)Fl �_ESS ;h D�,,!0Ai,,',T,,,-,F? A�14 114fiER,CIR I FORM OF JiNSEALAD SOLID-` ?�IJFAE', �,',F,,, EOUAL ,SHALL � C, �,JSFD Tn '�,','R , KWI'WE. A �-,I&100711 INTE_'RIOR JO,'NT., THE PAPER FOR�Iel N44Y 8E L.ErT i�i PLACC ,'SEE OETAIL A',,�, vfm��,,u L"fcL, pw�-;, I'S �,Klv' ln�y; 12,13", I CIR LARMER A IV�E,I,AONAIBLE MITERIOR rORM SHAU BE USED OR 'ME I�IffEMOF,'� JOMT SHALL. BE COMPLATELY RLkED MTH NWRTAR ANC,� � � 4EAVL-T F'Of,NTED, 1 1v OWENSPONS SHOW4 ON 13IS PLAN F01 h,1E:,'7'R1C ANO 11011=1 UM75 � I I ARE moi Exoyr EQUAk. VMJET IF METRIC V,61kLJJE5 A -RE IT,115EU, A�L VAITES USED FOR CONSTRUCVON SHALL R�' I1af�',,'T1zjI1 VALUF�S,, ,P'Xc,7i­T , � ,, � ,,, � REMIFORANG RAfi '31,1�-,.I`5, UR E,NQLI',5H U,NITS MA'a' BE SJJB5'_N',,'LjTED ,',,-OR I METRM VAR 112c.5, IF Eoq,',�AASHI WIVT'S -ARE USEO,� ALL VMMFS nAED II � FOR CONS TRUCTIC)N ,'5,11ALL BE EN(IIISH LINHTS'� i � I ---------,-,. v,2qyMjQ 'i4i L'f "'�ii,,�;�,-i"�,i,'i,,�ir;�A��t',,"S,"'4 ... . ..... s-6uI`_6'L-_,_�iFq­ ,',,i_Ei-`-,i,-��i, -f,�'��,"i",',,"iA,-;-,�,i,-r"� .. . .... -"-",-,",--,,--,---,"""""- ­ B �, , NIA'"'U owl - M1 I 11 , '--'-" -1 I Fvc,� (jL,"EA-k'"r,,"�jP�,*-f�Ui,'--'-"'"--'-'"-"'-'' --' `Z E .... t_ "" C M051 It I "I , 1 0,,'iFK) - 2 I I , �, 1-111111-11-1-- , ""' 9 THROUGH 11100 u--1 '7 , 300 mm (el 2' ! s,�+� f,-,��,�� u. ,,,, r) m T)",_ I . ....... _',=­­",____, �--�,--::�:---�rl---�ll,�-,,---- .z:-,;�',z�7 ... ... . =,�,',',,,,:�-",�,:7"�,-,-,,-�',,�'�7;�;r,;;,7,��-�', , _,__.__7 _,7- =1;v71;___"' ��� _`Z_Z=7'7'77 IL "I -I',", -,,".'...-,"-r",-:--_-_-- . .. . . . . �'Z7171 1. '1� � J1 , ,,, I , VALUES FOR A� EL, C', 01l, D,,�, ELEVATiON R AND ELEVATION S ARE � k I ,�f"���,rf"�,,��llill,�1,1�""f,� SHOWN ON THE PROJECT DRAWINGS. ELEVATION 5 MPPLIES Ar MSIDE 11 E4. YVALL OF STRUCTURE, HE NVI 2______­� c_ " WHEN DE",,P','I`H, M FROM STREET GRADE TO THIE, 'rop 40 5 ""' I 'F I)HE [11EX I L,ES$ ,� i Mrshwei _�,"" 4- THAN 867 r)rr,,, (0-10 1/21 FOR PAVED STREETS OR Wi',50 gli-n (3-64) FOR, , l i �____',i . . ..... , , I -1- , UNPAVED STREETS, CONSTRUCT MONOLITHM 'SHAF-l" PER SECT�Ob) C -C; AND 1 i 14 DETAN, %t SHAFT FOR ANY OEPTH OF MANHOLE MAY BE CONSTRUCTED � I I " ", j " A�, �"W, " PER SECTION C -C, WHI,,,'N DIAMETER 0, IS II200 am, (48') 0�f LE,SS, UENTER i , � , � 1 Al � I I " I OF SHAFT MAY BE LOCATED PER NIOTE 3. I 3. CENTER OF MANHOLE SHAFT SHALL BE. LOCATED OVER CENTER UK OF I I 10. 5TORM DRAM WHEN WAMETER q IS 1200 fnrn(48') OR" LESS� M WHICH I j =W",,' , =MTOR P&WIll, CASE PLACE E BARS SYMMETRICALLY GROUND SHAF"r AT 45" VIoTH 1, 11 11-1 1111--111 r __ - � I 1 K " __T1_ v ly N A% ­ , , , �, N�,, ,", , CENTER 1A,NE, , � I v 4, LENGTH OF MANHOLE MAY BE INCREASED AT OP NOU TO ME,','ET 1"PE END& , 111­­­__1­­,c� � I , I BUT ANY CHANCE IN LOCATION OF SPUR MUST BE APPROVED BY THE � , ENGINEEN !, ), 5. P SHALL BE 05 rnm CY) FOR Giv,v2400 oIzn (969 OR LESS AND 20".) frun �69 1 1� " I = � EDGE i FOR 1%, OYER 2400 Civn llzi6'), 7 �� I 6r REINFORCEMENT SHALL CONFORM TO ASTNI A 615K GRADE 300I[ASTM A 615, I ,I , , J1, GRADE 40L AND SHALL TERMINATE 40 mm V i/?*) CLEAR OF CON,CRETE SUR- , I, ", /,I ',­,,`/­' "� _­, y-, 1 M - ",, " """, - �, "." ­��­ I 4 ­­­ ,,,� ", , V "' e X7 �O �% FACES UNLESS OTHERMNSE SHOV;X " I A F100H QI` KANHOLE SKALI. BE STEEL TROWELED TO UPRING LANEI , I 1� 1 A 4A it 1 i � '112 11;1 �11';, , BODY OF MANSIDLE SHALL BE POLi1flED IN ONE CONTINUOUS OPERATION � I8 a EXCEPT THA7 A GQNSTAUCTIIA,s� ,JOINT W11H A LONMTUBMAL KEYWAY I I IS 0 7 3 mm, MAN BE PLACED AT SPRING LINE, I 9. TMCOWSS OF THE� D-E.',',(',K �01ALL VARY WHEN NECES5,ARY TO P'Rlcm[;�E A � J, I V", H i � L5VEL SEAT 8,1,jIT SHA&.L, NOT �96 LKSS THAN THE TABULAR VALUES OF I F 544OWN ON 111"AMILl-',� SH, I, � �� 10 IF LATERALS ENTER ON BOTH, SMES OF MANHOLE, SHAFT SHALL,Sc � I LOCATED, ON SIDE RECEIVIING THE SMALLER LATERAL, i H, STEPS SMALL CONFORM TO STANDARD P1,AN 335 OR 636, UNLESS OTHERWIeE 13, I I SHOWN STEPS SHAL, BE UNIFORMLY SPACED 350 mm 049 TO 375 mm 051 00. THE LOWE5T SIEP SHALL NOT BE MORE THAN 600 xnVq �,!41� ABOVE THFc. t"VE,,RT] I it. THE FOLLOVUSIG CRITERIA SHALL BE USED FOE'i N,ViS MANHOLE- I A. ThIS STANDARD PLAN IS USED WHEN STANDARD PLAU 320 13 �NAOE­ OUATE� MAIN LANE! m 900 mm (361 INSMU' �DfMMETER OR? L_ARGIE'R� 1. 8 LATERAL a 300 mm H24 TO 3600 wai,fl 0441) 1,14StWK WAAAETER� HOWEVER, THE ;NSIOE DIANWTER SHALA. NOT EXCEIE-D 1'"E MSIDE IN'AMETER OF 'T'HE MAIN k,,ANE� I . HAME10t���E#= S MAIN ME RCP OR � MAM40LE F&AME AID COVER SHALL CONFORM TO ST&WARD PLMI 630 k I ,�f"���,rf"�,,��llill,�1,1�""f,� NIQNGIXN�, �-­­--­­­­­__, 11 E4. AMA HE NVI 2______­� , - � I � _'r, " OTHERWISE 3HOVU4, ,� i Mrshwei _�,"" 4- WHERE A MANHOLE SHAFT -­ 900 �,,,avv (3611, WiTI,40VT REUUc,Erl �s , l i �____',i . . ..... , , I -1- , � _t _.- � ',,��, � ", 1 i 14 i 1 ----I----! � I I " ", j " A�, �"W, " SFIECIFHETI REFE'14 11'0 STANDARD PLAN 328 i , � , � 1 Al � I I " I \,p ", STORM 10RAON ONPROVEMENT PLANS � I I ­,�" - " - I ", _1111'__'1111�­L I , � j"W 80 Mo 0_2 , � 1 .. . lt,L . �_ 1 , , � 11 Z , � I " � , ,,P &XI s .......... -, �1, I 1, , 'v I N n "'i "', , I �-- 10. _­ _,­­��' .... �', I � " �`, i " I-,, I I 4 I /I � Aq,1 ' \ �? i I � i, y ,�,,��V , 1xv : " j =W",,' , =MTOR P&WIll, I'�t.-I�,�--l.11�11.111.1----,,--,� 1, 11 11-1 1111--111 r __ - � I 1 K " __T1_ v ly N A% ­ , , , �, N�,, ,", , A"' , � I v �, 1 I � ' ' Ir I'll -,--"-"'.-��1,111---"-"""'I I 1 I v Gh 1­� k 1�_ e', "I" """',11 %%j/ �,� �`,, , 111­­­__1­­,c� � I , , 4-1 I , _,11, ; 'I"", � "�", T WAVS \ " 1, � " "" " W , 1, I - '� � , I I 1 R ;,J� `,,, r'4� I' i X1 I 1 I , ­ ,��;/, _v_1 I 1 yeu V ;�O'��,��',,f ""I 11 , ,,�'," 1, I ,�� "" �, I " , I , , , I - ___G sip to Ww,b a., I'v"', 1 0 I = � EDGE i I 'Ij�l �,,�11­11­____ vyj-N � %,� yo .1, I " Ir , � I 11� "I# , Y -, "a, , , ,,,, I , (44 d W) or, W, ,,, � 1, , �i 0 I 1 A Tc �:11 vM A u R -q 1 ", 44 ­ , 1 1 �', " A % " ,,,, �_t_l, 4,�t, , , ,�,�� �, , ", ""�,,', I ,pl', I , 't " ", , " 1, - ­ ,, , , J1, �3 ". HT = 19 ,77�` 4 z t ,,, 1- hs c , I, ", /,I ',­,,`/­' "� _­, y-, 1 M - ",, " """, - �, "." ­��­ I 4 ­­­ ,,,� ", , V "' e X7 �O �% W, Q p 2 I j4" i � - 0 " , - , I 11 , ,,,� � ;/Ie, I A" sh , I � ,,,I , if ; I,,,�, ��)fo, ��,', -.""� 18,� I al, v 1 A 4A it 1 i � '112 11;1 �11';, , "7 .4 _,1 " , ,, ,� " , , ', -,r - , , N -, ", -,J]� -,", i ; "�e/ "'�'e_`__­­­­­ ,I,�,' �:", � _�. � , ,�'�� , , ,]�,,:,�, -----7 1'�, 00 A E BAR,',, ­­­, 1� F',� plif,i4I r" -�3 A �'* S a � a, � 1 � , H �� ,,i;_J� p , � . " , A" uWW / - - I I IS 0 7 3 mm, 635 STEU. STEP v ,�, I I ,�, i 1 "" VIA ­, ,""'I 10�' b I 0"", � I V", H i � q , - V to N, , �' PEE NOTE i,t, 1 1 L, 11 i � \ A u IT � "i""-,�r""I��,"-",-",,,",,,��-'I,,'fC. ��,�-.��l-.",-,O,�,,-z-�,��r,.,,�., _!'_,,,� ,­,�, ��___�-,�TA- �'QtWr ,�d ­�,` � v j � \ ! F ,, I ' - � " � 80 an Its MOVIE ',-� ' , � ,J,� ........ ., ___-, , __,_"-r ­­,_ I " , 1 ,t , ,_�,,,­r - I � , , .""r" ­,,,,­­_,­ �,____2,,_�­ ,�,T, Nif'',s� I 1 V____1101110� � � LATERAL � SEE Norc "'�,, i JO L. AN, 11 -_11-1-1 11 il I I,6 F", u,Q­ -,,,-.-,-, I ",� r", __­ I C�, io '�,'�,� 4 5 C, � ,, ' � � PS OR 14 �,`,' �81 , I � '17 / 0c TM BAR , I , I " I - ' I I i 1� ,,,,,-,,-- f -IV -� I" -,,, , ? UAH$ P, � ,�' ,,50 Imn , r,t,�,,��,,r,c,,i,�i,��,,�,,,,,, �5�TEX--J,­% 11 ,, � ,i * 54 oc Ok � I . 1, i \ 11 " I I , ,�', , .... ... �___ ", - �, -a ,-,�"",�""I-11,11�.�l--",-J, � r",�-,"""k,",� .. .... ��,,_'!,, � '4_,,�, tl� i - -, 11, , ,/ !_�_�� .... �_­,�­­ , -W e v-,1%, ttb--_� -_ -1 11 I -- " W jv­­""�,_'� .... .. . ,- " i, I , , ,V ,,��,,�,��;�,,��.'��,,,��,01ox;�a 1 -7 11 F Zroys, My -- �_ I $PRINC r '!'�v " , AW "I c A , �! , L, � N I�,�­ ­ ­­­ ��, " � I �, ", "I l , , " ,�, ,�,�,,, , f � '' ,,,, i `_,� --i"G,�".4-v- � � I " 2 40 -, 0 , I , �� �',""��,,,',,�", , lxl%�, W pvom 1 I 1 4 it , --- " A " " V , ,.. .-A v x. I , UZI R � ,no 1 i 'I , -Al. "-_a- ," MRS 11 M, Q= qN, , , , � n I 4l: Pon . M. YN, "",""' I R , , ," r �j "' "',__ '� A 1 � k , _--r - ,�, � "I � F v I I � ,� i",K'� vn,v "',_ I ___ 1� , �,,,, - i _ � �V� �� "I " , :" ........ �','_L_�'_'_. ­ � I, , , k�t':'�,�:�__- , y_ -- , - r-, Me, 7, r,"__ _-, - . .. .... � ... "I , \ � � �;utp,q,��a� _Ji _�, I , I , I ,�,,�,� � 1- I" A , I , Ill , 1, I W ", _ `111��,___�`111` 11 �N,5`,IN1k1RiF',',.0 � ,,� ; �,� "I',". - " ""', � ,"7 ,�, ,: ,,, " 11 - -I (3A,R,'­',7,, �5`At � �5'i ,% ! W.". 44 to 75 MM 131 OC I N.., TACTE M&M, 1 M -c -A 1430 -c -z000"", , v- --i SEE NOTE �a `3 - -,',1 I�L,�Jlll ""10N, Z-111 . .-1_1____--._ �. SECTi`(',)N Ni --M, 8 M �i I � � 6 BARS : 13. MAM40LE F&AME AID COVER SHALL CONFORM TO ST&WARD PLMI 630 k I " 1 11111 I & 0, -1- I vNLE,'SS OTIMERWISE SROW'k 11 E4. MANHOLE SHAFT SMALL CONFORM TO STANDARD PLAN 324 IMLESS I , �� j - , " , "" ", OTHERWISE 3HOVU4, ,� i K, WHERE A MANHOLE SHAFT -­ 900 �,,,avv (3611, WiTI,40VT REUUc,Erl �s , l i i ��" � `I`4� �' ­­'�", �1-4'1"`11- ' SPECIFTO REFER TO STANDARD PLAN 32& 1 i 14 WRE A PRESSURE MANHOLE SHAFT - 1M."Of ECf,,','1,,XI`lR1C RE,,DkJGER IS i 1 _ SFIECIFHETI REFE'14 11'0 STANDARD PLAN 328 ...... ., r-_ ­I I " I " � on", 41 Q814 0� 111" I it WHERE A 12RESSURE MANHOLE SHAFf' - 914 inal C-561 WITHOUT is STORM 10RAON ONPROVEMENT PLANS SACKFIV MT, SPECIFMC; REFER TO STANDARD PLAN 329, .9 1 1 10. WMENWONS SHO"O'N ON TIHIS PLAN FOR METRIC A1,41) EJNG'LIS-,H UNITS ARE Mo k N-i"I Mlol", , I I'll I 11 ",I 11 "I'll I " � � NOT EXATT EQUAL VALUES, IF METRIC VALUES ARE USED, ALI VALUES sitc-ri(3ti sy AS SHOWN USED FOR CON'STKICTlOIN StHALA,, BE IAGETRiI,'� VM,UES, EX0 PT RFiNFORCING , - � ­­­ _­­­_­­­­_,­­ (1AR sizi-s ,IN ENOS tiNiTs my BE suosTtiurED FOR WORK; BAR SIZES, , 111­­­__1­­,c� ", NT ", , , - CtU"L0 Si,�,�,'E """"'.) fF' ENCL�SH umn rj ARE USED. AIL VALUES USED FOR CONSTRUCTION SHALL -.1 V , BE ETIGILISH UNITS4 � I ,�, of THE FOLLOWING STANDARD PLANS MRIE INCORPWRATE'0 HEEREK I I 11 ,�� - AV, 6 ,324 MANHOLE $HAFT ,- Nli!1,4' EXCEN(RiC RE,'.J�AW1C11Fji 1) ,.-,CA ISO aa-,,,��I,4 ,�',�,c),OR 3 2' 6, MANHOLE,' SHAFT - 900 ,Ia�,r (361 WITHOUT REDUCER 4§0 :=�� 3792 0� a"< 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC E44GI FR.C.E. 511-52 329 PRESSURE MANHOLE SHAFT ­ 914 mu (,`$W� 'WWTHOIjr REDUCER 63d 0 6W inin i'24" MANHOLE FRAME AND COVER 631 90 mM 1361 NTIAloMCILE F,RRATME AIND l';oven 635 STEU. STEP 636 POLYPROPYIENE PLASTIC STEP, - ____________� 1-,_,__-_,_,_-`--- ..... ......... �",-"-""-,--"-""�-"--'-'-,-Ir-l-'r . . ..... 1--,"",- , '�-"-",""-"--,"-""",--,-,-,,""--r"--l""-"",--'-"-,-",,-r-""4�-"", i � -- % hAtERALKONNECTOR RIK r CONC NPERN OR 13F, I �� I 1 " 1-1-.11", '__,_____ ", - I t MAW LWE MO-— Q ,I, 1:_ It 141AIIIN LI�H� RC.11,111 I Q Q, =. , I � I W &K P, , � 1. T , z' � I , I _-, I ,,,,' 190 & 11 1 , I I I 1 AT , I �- " � I-, � e " i lwv � e ,__� � � e x 4 I'll, �11, I � I �,� I � lr�­­ 6 0; I P K � I _- " AS6 C c " 1 11111 I & 0, -1- I 4 7.51 7", -c' I I % $ M,"� R `�'A, '� 1 , FITE., OR C, I ,,I f 4 ,�r - �­ , �,� - P: c� V, , � "c".0L, TO 1 a7l� f 1- "Ill' , : ������_.-I; 41' E 4 = =0z r ,,-"( '7 ho""""z j - , " , "" ", � I I � 4 / ­­._� I .... : j" ''I 1, ,,-_ ""Ilf' � V 1 - , . I "I I. I I ­� ; -1,1_71- � f � I � , I- , �', , , ��,, 4% .."; i ��" � `I`4� �' ­­'�", �1-4'1"`11- ' ",� tf 111113� 61 --' ',E�,�E,,',X)Af OF Ir'-,", , 1 _4 ,- - ­ � "" I I , � -�, I �,,_,� ­­ � `�, '11-1��,:�11Z�-_"­-�'l I A W 4 : 1 1 _ � �p,,�j"Ef pWF ... ...... ., r-_ ­I I " I " � on", 41 Q814 0� 111" I I ky, L , I n� STORM 10RAON ONPROVEMENT PLANS SACKFIV MT, , � _1" 1, , " " " "' " - , � 1 it, __1'_--__--"r- i �"" I"", ul C� l t", IS .9 1 1 , WIN$- MKII Mo k N-i"I Mlol", , I I'll I 11 ",I 11 "I'll I " � � - 11-1-- 0 01-IRD10101" I I ,N �, _ "t& � "I �­,� \ k � - 1�1 � �11______,_"",i.­ s 1� PITIP�,Y",; , FITE., OR C, I ,,I f 4 ,�r - �­ , �,� - P: c� V, , � "c".0L, TO t � ", , , , , , ^ "� " 1:: :1_711&1_ Z C', I g', " 1, r:,,", ,,,, � , , , I , I IL � _,�U �L_so� al,:') OR cSp RE'LATh" "E' ' TY R , �4:;� � " ,� �',�,��` I � 4 / ­­._� I .... : j" ''I 1, ,,-_ _'i" ,__ i REQ,"',�R�111"I'l!"I'l , , � � , , I ,__�� ,,, I CITY OF FONTANA, SPECINCAMONS- g , -k - n , I -5 ` ��_ "" . I --'-' -4.04- I 1Ku1q,31"iiJ_R1' 83 E v E Akq1,r_H " U 1, W ,,'��e,- --- , �__ a WW Na ;, C,x,l,-� CASE t I------,- ~ HUI STORM 10RAON ONPROVEMENT PLANS s P K Y; I F � C;Ak I � I'll N �� F`1.11,wA N -11 T ?N BY: MKII x IL 11 ± I 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (009) 390--8400 H -Z STAFF sitc-ri(3ti sy AS SHOWN , - � ­­­ _­­­_­­­­_,­­ DETAILS , 111­­­__1­­,c� ", NT ", , , - CtU"L0 Si,�,�,'E """"'.) KMOWD BY f0AUMCE H. MURAD R�C.E EXPIRES DATE -.1 V , CATCH SAM PLAN,'� "A= 1, of ,q "I" I ED Y: ,,,, "" ,�� - AV, 6 pI 11 , 4"', ,.-,CA ISO aa-,,,��I,4 ,�',�,c),OR "';,"i�­-'a, I �__­'C,'­,,­­ ---- 265 00,10 . 3" V4& I , . 1, �,;,,�- II- , I- ,�­­ , C', , 41 1%07 ik_ff'�, I , 4"", , , , 1 SEE NOTE 5 ____ I ZV. A � ,, ml -q t -� " u -4 , 1-_,'', I Q`Q I " P � j ", � �' "', , . spur A� i ­� , , , I � �, j I 11, , 1 W, F �' , I ,-,�, - T - i `1 , 1 M NANK 5-14q,_ W 1, � 7 1 / I n x, n 1 �Ii �,-,5'1 ,\ I I 'H� I A 11 '� �� �, a OF W, I " " �,\ � I I 1, I I , � ­ k I -1-11.. ...... J. �"'�,;,,�':� �'h. , . � i I � CASE -2 � �_"!�-.,!t,L ���,.""".-',��"""r",-�,�,�-1,�)I I v1sksp_ I I � �_11 1111115 C_C�,Nc PITIP�,Y",; k,�A0,1"�,I, I, " - -' ,4'��" '�,­ Rlsvp OR cSp , � Z . �,,­,.,,,�"' CITY OF FONTANA, BlFo��',�Irv'� -­__ - _14� �, :_ I W""Q 7A 5, I W �'?' CASE i s E: eTAT-1: - cc ll-"r�---,,'---l'-�'�l-l���-1-1��-rl.�ll'I 00 1 b �,il, �- v � t, ,E`A1av,A1'1'N A WA! fy Pi 1 ­-4­­1_11­,- CA 5 E 15 -__-_.1_.1 !,-,'.ADDLFE' CONNEC'not4 "I��'ll-I'�,�l-,--,-.,�"-,�.,��,--,�",�-� ....... __-1-1-1-1111 AMEMCAN PURUC MORKS X840CLATIONI - SOUITHL RN CAILWOTIMA CHAPTE,_,R V� 0 16 Z . - CITY OF FONTANA, CALIFORNIA ,�, - 2 0 C4 :li!!!�iiiii1i;i��!iw � �) ~ HUI STORM 10RAON ONPROVEMENT PLANS _�i . Huitt-Zollars, Inc. Ontario T ?N BY: SCALE: x IL 11 ± I 1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (009) 390--8400 H -Z STAFF AS SHOWN , - ---.--.-.-- DESIGNED BY: DETAILS - DATE-,'------- :� L6 - KMOWD BY f0AUMCE H. MURAD R�C.E EXPIRES DATE Kc Fi � M. 1-11 "I, Z / I I 4-2005 __ __ - -1ij in 0 0 � - CHENED EK p ED Y: ,,,, "" __ DWG. NO.. _4?5� ! �4 -01 V-30-40 nul' 41,115- Z29�_ 2��,4�'� 0"AH.0 - ____y_._._.____=_______ 4§0 :=�� 3792 0� a"< _33366 E44GI FR.C.E. 511-52 DATE: