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Home My WebLink About3063-20ISM 0+51.`- �:!� 1vIA1:f� : L1:PdE :RC13 1.r X49 .O.0 . -A: USE' S.T.ANDARD i�I.A 353 IF :A 'IS LESS THAN :45011 80: MM (3`) ��,,� acs mrh. tw) �I MINIMUM BEARING.. �u1?P1'oE:- OD/2. 15m I v5.1 i ,f 1 ISO M.M Min S. E.0 T i 0. N OMC. 15M:'O 00- rrirn {d4 0A2'- 4� 3-15% ('41 C'19CUL.4R: T)ES, 4.6". MI N 3 :QKJ T __ N.0-::2 l LI .Its: I 1 +~LIT 154 rim CUT N.C. . 3:I4 (D bETA I L A. (S:EE..J40TE {6.) .. wriN�S-TUBE.. OR :EOUAL, IN' IMa 1.0P F.g1'iM. ---MINIPAU BEARING SURFACE b OD/2. ,a: •ca: S:E:CT:I 0 N B -B 0�: -2 : (560: -:C -325Q) CONCRETE. 25 ..mm iI'l. (TYP.) D PLAN " 3.00 .rrm (121. -.� n_.VkN bR:.CtIT PIPE T6: suftrAa Ji71�i rluri (�") dad -4 18 Q ODFICBE'I`E:'.> 3i .0 EDGES CSF 12 :rnn, # : x.00 mm (84') X60 mm 02") 15M 0 I.C. mn?. ('05 0-4'1 0C` ------r W. � ISA. � 1I3.4 ?t►ri�' �lu� � �`� S+00 rnm (361. 450+;.. mm.:03 1 225 mm'(S^) tS@ t 1611 I5M t 3--- 1200:-mrn (fib°:) '45,.0 nim 1 !E 1425"mm (57') -4-50 mm (181 254 mm 0'0'7 525 mr� .(.21 °) 275. mm 61l".1. 165.0:.mm (6',") 525 �mrn.(21'1. 27' ir�itii (!1"'I ' .600 MM Q4" 300 :mm. 02`lI 4:. CONC, -PIPE RFi& { fid. : { SEE NOTE :5 �. - >:eb:. v S:.. EL1M tf. p a o RG BEAM SUPS QI.RT•- 1 30. 0 MM 0 7, r) I Ei1C}fNG F# i:l'�L.I~T :� 1I"E I5M Q 10'0 rnm 4 mm ; _,,.Y I5M .0.160.:mrn. 1 s4aLUMN. 450 mfn (US 1 MIDI. > SUPPORT UNDISTURBED EARTH.�.�.,.�,.....;. .: ,' : A•.... `''5. 1�_�["MP:tSo� L[NCORaiP> S.TET?'6ALK:Is L.. .. l,r7. M. ' .1;A'..CONC. _ ... I5M .0. 1010 MM RI.0. ;, I. CI. :... 411 COMPACT- 8O.IL: TO CAS: .. At1�hi: SECT: ON .: .- ED BY -THE CASE SPECI;REQUI�tCd?<'IO11S BEAD UPPP T COLUMN— SUPPORT l? .. 0:: mm 0'W} -MAX. 0 -:w 750:: mm (.013 MAX. 80: MM (3`) ��,,� acs mrh. tw) �I MINIMUM BEARING.. �u1?P1'oE:- OD/2. 15m I v5.1 i ,f 1 ISO M.M Min S. E.0 T i 0. N OMC. 15M:'O 00- rrirn {d4 0A2'- 4� 3-15% ('41 C'19CUL.4R: T)ES, 4.6". MI N 3 :QKJ T __ N.0-::2 l LI .Its: I 1 +~LIT 154 rim CUT N.C. . 3:I4 (D bETA I L A. (S:EE..J40TE {6.) .. wriN�S-TUBE.. OR :EOUAL, IN' IMa 1.0P F.g1'iM. ---MINIPAU BEARING SURFACE b OD/2. ,a: •ca: S:E:CT:I 0 N B -B 0�: -2 : (560: -:C -325Q) CONCRETE. 25 ..mm iI'l. (TYP.) D L " 3.00 .rrm (121. :3.0.0 mm 0253 Ji71�i rluri (�") dad -4 18 .3C?Cl'.mm fti`1 12 :rnn, # : x.00 mm (84') X60 mm 02") 1SCf .mm (61: 750 fn 30'9. 450 --.mm' -118'-] 175..rr,in 47.` : S+00 rnm (361. 450+;.. mm.:03 1 225 mm'(S^) 1650..mr: 421 4' SU .rnrti. (IB"p 225Garai (1 1200:-mrn (fib°:) '45,.0 nim 25 IiU41 1425"mm (57') -4-50 mm (181 254 mm 0'0'7 525 mr� .(.21 °) 275. mm 61l".1. 165.0:.mm (6',") 525 �mrn.(21'1. 27' ir�itii (!1"'I 16.0 anm (72" 1 .600 MM Q4" 300 :mm. 02`lI 0U N0. I SAW 'THE TUBE ,T AN:.ANGLE OF A;rl.i1"i( 1`N1: Tl?:Nfi. VERSE PLANE. REVERS.E ONE' S:ECTICN :AND APF.: 6 TH: SECT1014 C�G TE'THER.:FORM,ING. THE 1.1EPLECT1.0 M4L.� .A.. CUT NO, -:2, SAW THE T+U.0�*•LC)N0.ttUDIlvraLl.Y (?,EN1QVIN6 A..SiRIP 3:i :tlJ, wG :J: wl,a or.j.:1•1'E SIDE TRE OPEN JOINT. ENG THE .ENiDS OF THE .CUT T'O:G THEE. ANN 04sEPT 1:48: TUBS: it, :TIDE P JPEi. f" sT as PLAN: �n Ic. 334. ".PHEE'N' 2 O:F= J J�: NCTIO: T. U TU .: ....::~:: � .O RCB : pp N LE. : pp ! � :750 : (30" a n "A ------- INTERVOR. SURFACE.. .OF PIPE T.'>f''P I C A L J Q I:N T F.OR TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT B BARS - 20M 0..100 riim OCA L ENaTH: = .R+1.O M PLACED UP6DCR -CUT. .ARS .AND ON TOP:oF UNCUT-BARS-;;:-dMIT BARS: THAT FALL OVER .SIiDEWALL S... CONC:. PIPE.:OR �2CP -FOR a r rl:ET :SEE STANDARD' CATCH BASIN PLANS. -.CATCH 'BA,SIN 'FL OR C-2000)_CONiCRETE EN - Q r d O tccluV d"r: 114IFlEP lur%RE. Q 1'kf AN .ONE: SECTION ;OF 24h*t PIPE- AU;$Eb ., RIC .90.X. B BARS',__-::: w�,i NOTE: .. C' Nth 1 E:. WHEN CATCH 9A$ N' FALL-S B BARS ON TOP OF BOX, ..THE OPE NJNG WAY B:EF`CIt MEIN THROV13H F L : .OP 0FCATOt�. CA��:SE :3 9ASt�s AND 0P S.L A.B .OF'BOX.. TO R SLA E TINA CE' D _ ' 7.50 .rnm.: (: e0 f MiM. No � BARS N4 11. , B B.AR...S: CUT .B:ARS .SO-.iwn (2'6 CLEAR Q.F O.P. NINE ------------ 15ItiA � � l CF t3 : rnr� 0 451..00: TO BE PLACED. 50 nni� (2s) CLEAR. OF HOLE SE.C:TIO. DSD s I`r t :P cic WORKS MSOCIA110N..:-:so0XHE.RN CA ; FORMA- HAPTER. sT as PLAN: �n Ic. 334. ".PHEE'N' 2 O:F= J J�: NCTIO: T. U TU .: ....::~:: � .O RCB : pp N LE. : pp ! � :750 : (30" `' I. a.. t'}.1MRy FE :t.�U(_L�{F :I �: F�;f�.G(_)I.(�E U WHE-R' T��E' CHANGE. IN �aRACtic L_XCEEO:S 10 PEPCE:NT. 2. FOR I�l� �.��.',�O.IP�ITS ��EE C►� T�rI::.�. PI:HEET 1) tF 1 f=fE EXTREME E DS: OF -(Ht 'P}RE LEAVE.. A. CLEAR Sf�.A E THAT [:S :GREATER T}SAN 2.5.. mrn...fr'„ B.IlT 1S LE:SS THAN A:.CCIN RET!' COVER. €'S .R.M004RED: IPP ACCO>".!:DAN'C- A�1'1 H alJB :r:91.0fj;: .06=1�21,. O�. TI -it 'PWC-. 1F' THEE TR.EMr- El�aDS. QF' -THE: PI]PE. LEAVE •A CL_: AR SPAT E ... �lR GREATER -THAN 5 nim (3'), BU.T'LESS "THiit�t S 150 fTlfE► t�,.}. A-C0N:�RET.E: COLLAR !!S: ir}I 1RE.a. !f' THE: Cl_:E��R �C I ISO. OR R.EATER, TRAt<�SI71:I;I�i .TRl} SP :TUfE '. 1'.pNCRETE COLL. -R .SI-1AL.I 10T BE.-USEDFCR -SI :A..?E H:AIv.GE .f f THE .1��1AIN 'L JNE. .. .:C! NECTOR. P I:PES A. �1'�I"iER.E PIPES SIF DpFFEP.EN:T ARE J011s4[ U' WITIA ..A :CONCR£ T E G0LLA R,, 'L T SHALL BE..T40SE C1[� THE L:A, t�ER PiPL.. DI .OR 0.-,:'�011.CHEV'E 'iS 'GREATER B: :V114EN '01 I.5 EQUAL..TO 0'R L=SS THAN :0,;;' -114. I:t<1VERTS AND: "GREAERTA�U, J011•t 0FFI7S; HE .UI [s� 5_. FOR. PIPE LARGER THAN 1600M 1d"7 SF�CLi�.. t;C?LLAI? DETA.lL :ARE.'I':EO'UIEL7. 6.. FOR:.: 0 IPE) I Z NOT LISTE() USE NEKT :5ILE LARGCR. 7. REI hJF0R.cL-MCNT SI+:ALL TO ASTI'A. A C'15:. h? (A G15� CRAC�E 3.0 04,4 D). B. WHERE. RF1.N-C7RCIN*G :I.S E DJJI.RED T. C�iAI; ETER .�F THE GIRCUL4R TAE"" SH AL:I_ HE. I:7+.(2: WALL TH I T.; - P,E-I.k 0R. '03 -SHALL. BE: USED %HERE THE 'PLRE DIAMETER 1S. rREA.TER THAM :'�9.5 mm rLl"}.Afl > 0"N 4L.L. el' .PES . WHERE THE SPATES BE € WE`N� THE E:xTRENIE 0.lJ?ER E1dDS IS ��5 ':inin (3') :'O:R- L.AktEfR.. C I R:C U.L AR T 1. E's ..PE a 1 A MF F. E -R ----------- NO . OF' vktHER - .THE SPACE 'RET'WEEN :PI('E ENYD.�: E'XC.EEG:S 73 �nm. i'3"). THE htJfti1 EF?.:vF. i�!P,: DLA: ..TIES 3 -HA! L BE Il "RE..A:SED -TO -MAINTAIN AN: �' PF. :Ci :I.1v1AT'E 5PAC.IrgC, u`F I.:3o .'--' . (" `�1..� . w. 0_ WHERETRE Fa IP --E-+ is ��5 -in L.0R. LESS I+G.AME1EE: ad..IiJTER CFFOR10 0F L)NSEAD EO:iJri ;.�HAt�L, BE: USED i"C� P:k+b:VIDE -A .SK,*0TH IN.[-'E'R:I O:R .,_1Az-aNJT.... TH.i2 P. PEF ::F('�Rh�l. MAY ; [3E L E= T 'I: N PLA E ':.St.E ..DETA 1(, A .:. `dF I Frt THE PI -PE I.S..G:Q.O. rYrt� �2�.=?. R. L,raRC P RE:MiC\1A. Ek Ih,ITCR 11GR PORm ( HALL BE. OS• -D. OR TN.E 1f�YTEF�'l:tjR:.�1rJ11�1T .SHALL. BE COMPLETr'I 1- :F.:1LL:ED W.1TH N10.R.TA'RAHfj NEl AT.LY :P 01 N'' TED 11:_ DII'�1EI�1'S 1.�01•!S: SHf�4��f ON TH] � f�[_.A.t� F`. )I� t�9ETR!G.' A'�ID rd.• �:. t .. : ,: L. G.L: I v. H L N.I Z s ARE NOT .EXA'CTAE7.QIJ; .L 14ALUES.. IF ME (7F?:I VALUES ARE ALUE'S USED FOR -ON +f.STR.>� ':TtON SMA(�L . �E. h�ET.R_I.C.''J.ALUES;.. EX.CEP:`I- R Ih�F: ING bkf� : :S.IZE+S` :Ib1_ E'tgGLl:S�H 0NI 'S MAY W,-- SUB.STITU..TED FbR. 0ETRI:C: B. fz: FF ENGLISH ''UN. 1: 5 .ARF US:LD. ALL VALUES'' "USED E�i G L:I S:1 -E U N t'T.S . vu*m, REVISION DESCRIPTION isF? ? LES. "A • �� t 2 ...rnrTt : (0"0") 15'00 :nim0 0 ") .. -..... 'T () 1425. ^rl�i (� �l i� b .... .rr; 7") - rl`n { re. ' - [ - - - ----- --- - vktHER - .THE SPACE 'RET'WEEN :PI('E ENYD.�: E'XC.EEG:S 73 �nm. i'3"). THE htJfti1 EF?.:vF. i�!P,: DLA: ..TIES 3 -HA! L BE Il "RE..A:SED -TO -MAINTAIN AN: �' PF. :Ci :I.1v1AT'E 5PAC.IrgC, u`F I.:3o .'--' . (" `�1..� . w. 0_ WHERETRE Fa IP --E-+ is ��5 -in L.0R. LESS I+G.AME1EE: ad..IiJTER CFFOR10 0F L)NSEAD EO:iJri ;.�HAt�L, BE: USED i"C� P:k+b:VIDE -A .SK,*0TH IN.[-'E'R:I O:R .,_1Az-aNJT.... TH.i2 P. PEF ::F('�Rh�l. MAY ; [3E L E= T 'I: N PLA E ':.St.E ..DETA 1(, A .:. `dF I Frt THE PI -PE I.S..G:Q.O. rYrt� �2�.=?. R. L,raRC P RE:MiC\1A. Ek Ih,ITCR 11GR PORm ( HALL BE. OS• -D. OR TN.E 1f�YTEF�'l:tjR:.�1rJ11�1T .SHALL. BE COMPLETr'I 1- :F.:1LL:ED W.1TH N10.R.TA'RAHfj NEl AT.LY :P 01 N'' TED 11:_ DII'�1EI�1'S 1.�01•!S: SHf�4��f ON TH] � f�[_.A.t� F`. )I� t�9ETR!G.' A'�ID rd.• �:. t .. : ,: L. G.L: I v. H L N.I Z s ARE NOT .EXA'CTAE7.QIJ; .L 14ALUES.. IF ME (7F?:I VALUES ARE ALUE'S USED FOR -ON +f.STR.>� ':TtON SMA(�L . �E. h�ET.R_I.C.''J.ALUES;.. EX.CEP:`I- R Ih�F: ING bkf� : :S.IZE+S` :Ib1_ E'tgGLl:S�H 0NI 'S MAY W,-- SUB.STITU..TED FbR. 0ETRI:C: B. fz: FF ENGLISH ''UN. 1: 5 .ARF US:LD. ALL VALUES'' "USED E�i G L:I S:1 -E U N t'T.S . vu*m, 'NOTES: I: USE J.UNCTI.ON STRUCTURE PER: STANDARD PLAN .53Z INSTEAD. 4F TH:I3 I�U.NCT10..N..STA.UCTO-R- UE�DER .ANY' .0 -NE OF THE. FOLLO.WI*NG tO.'NDI:TFONS' I)f AiMETER O.F INLE.T PIPE EXCEEDS. ..750 mnn. (50.7), .. TOP 6F' PIPE. 1:S .L S.S.: TH.)AN 3.0.0 mm d12r) BELOW SOFF'I T -OF B.X. Y FLOW LIME C:F P:IPE. IS LESS THAN .225: �» ([�p� A�0VE FI��7.i�R::4:E THE: BOX AT INSIDE FACE. A, ANGLE A IS LESS. THAN 45"0:1. ALL. OSP AND t" I TTI NGS. S,.H.ALL BE .GALVANI ZEtD.. 5; ELE.VAT10N -S SHALL. BE. SiPECI<FI.EQ ON PROJE .T DRAWI.NGS ONLY IF THE TOP' .OF R! PE- IS: MORE. THAN 30:0 rrm ('I2�') BELS?-SOFFCT OF BOX .. L,TER.IALS �R Ct�tlh1DT.4.R :P11�.E5aO.S: C>111Et�#"}. SHALL BE: N: OT:4 RE THAN 1,5 'm: (5'). AB:0VE. THE: I VERT. LA►TERAL.S..aFP CONNECT.F3 PIPES _6`75'* M`M' (21.!) 0'0: LAR:OER 1:N DIAMETER SH'ALL B:E: N�0T: MORE* THAN �5G-.'mm .(I:8'). AE��D-VE. THE:..jNVERT, ..WITH :THE: E EP'I':IOI ! THAT CATGN 1.S I N' CCONNECTOR'PIPES .LESS' THAhIJ 5 nn �50l1 + Its LENGTH ..SH.AL.L. B.E NOT I�II+�RE THAN 1.6 m (:51)-..AI3'6+�E TH.E ..I.NV.E.R:T. 5: D 1.MERS 1. NS -SHOWN:..014 TH.1 $.:P}~ AN FIDR ::ME°TR (� A.ND .ENGL 15 FH .U.N 1. TS . AR.E ;lc� i' E1�,0.CT : E UAL VALUES. I.F MET R 1 C VALUES. AR E USED, ALL VALUES L1SEa FOR CO*NS:TR'L1:CTIO'N..SMALL BE METR1±C 'VALUES° EX:CERT.:REII ErdCI.IV N U I T -C Aid �A:R�.:S.I�ES:.I.hJ E .GI„ISH.. hI TS:'M�Y' B.E SU�3STITI�TEI3 F�. �E RI I� SIZES.- IF :ENG'LISH U:NI TS AIDE USEC): A.L.L.VALUES USED FOR .00.l` STRUtT1CIq SHALL. BE: ENGLISH U.111 TS;. 5'-n" NOTE: CONSTRUCT SPECIAL CURB COVER FROM 1/4" STEEL DIAMOND PLATE 24 3147X49 3/4". USE 3/8" GALVANIZED FLUSH SCREWS TO SECURE COVER. REMOVABLE CURB 14" FACE PLATE 0 _ - 0 MANHOLE COVER REMOVABLE CURB FACE PLATE AND COVER DEI'A t Kr.a Q�pFESS /ON SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 7 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � 7`� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w r77 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G EXp.s 30 2004 STANDARDS IN EFFECT. s�y�, c l v i �_ F OF CAL\FO ►CE 3/8" THREADED ;HORS ON EACH E ;URB TOP CURB FACE CURB TOP CURB FACE C. PAVEMENT ALHAMBRA FOUNDRY DRAWING No. B-40 (8" C.F.), MODIFIED (6" C.F.) - OR EQUAL. RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result ��-o,/-a DATIE Prepared By: ALLARD ENGINEERING CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS uiru ijLjLH aacaa..>y - a,ouu u... V�J..>y DRAWN BY: SCALE: 8253 Sierra Avenue DBWy/WyF 1 "=40' Fontana, California 92.335 DETAIL MEET DATE: 09) 356-1815 Fax (909) 356-1795 DESIGNED BY DBW/JF MARCH, 2003 q ue 167" I % CHECKED BY APPROO BY DRAWING NO.: Raymond I. Alard, A.C.E. 36052 Date RJA (expires 6/30/2004)`; 721 CITY ENGINEER R.C.E. 51152 Filename: M:\DWG\14902\STREETS\EAST\TO ALMERIA\CITRUS\STAGEI\S720.D REVISION DESCRIPTION "A 'NOTES: I: USE J.UNCTI.ON STRUCTURE PER: STANDARD PLAN .53Z INSTEAD. 4F TH:I3 I�U.NCT10..N..STA.UCTO-R- UE�DER .ANY' .0 -NE OF THE. FOLLO.WI*NG tO.'NDI:TFONS' I)f AiMETER O.F INLE.T PIPE EXCEEDS. ..750 mnn. (50.7), .. TOP 6F' PIPE. 1:S .L S.S.: TH.)AN 3.0.0 mm d12r) BELOW SOFF'I T -OF B.X. Y FLOW LIME C:F P:IPE. IS LESS THAN .225: �» ([�p� A�0VE FI��7.i�R::4:E THE: BOX AT INSIDE FACE. A, ANGLE A IS LESS. THAN 45"0:1. ALL. OSP AND t" I TTI NGS. S,.H.ALL BE .GALVANI ZEtD.. 5; ELE.VAT10N -S SHALL. BE. SiPECI<FI.EQ ON PROJE .T DRAWI.NGS ONLY IF THE TOP' .OF R! PE- IS: MORE. THAN 30:0 rrm ('I2�') BELS?-SOFFCT OF BOX .. L,TER.IALS �R Ct�tlh1DT.4.R :P11�.E5aO.S: C>111Et�#"}. SHALL BE: N: OT:4 RE THAN 1,5 'm: (5'). AB:0VE. THE: I VERT. LA►TERAL.S..aFP CONNECT.F3 PIPES _6`75'* M`M' (21.!) 0'0: LAR:OER 1:N DIAMETER SH'ALL B:E: N�0T: MORE* THAN �5G-.'mm .(I:8'). AE��D-VE. THE:..jNVERT, ..WITH :THE: E EP'I':IOI ! THAT CATGN 1.S I N' CCONNECTOR'PIPES .LESS' THAhIJ 5 nn �50l1 + Its LENGTH ..SH.AL.L. B.E NOT I�II+�RE THAN 1.6 m (:51)-..AI3'6+�E TH.E ..I.NV.E.R:T. 5: D 1.MERS 1. NS -SHOWN:..014 TH.1 $.:P}~ AN FIDR ::ME°TR (� A.ND .ENGL 15 FH .U.N 1. TS . AR.E ;lc� i' E1�,0.CT : E UAL VALUES. I.F MET R 1 C VALUES. AR E USED, ALL VALUES L1SEa FOR CO*NS:TR'L1:CTIO'N..SMALL BE METR1±C 'VALUES° EX:CERT.:REII ErdCI.IV N U I T -C Aid �A:R�.:S.I�ES:.I.hJ E .GI„ISH.. hI TS:'M�Y' B.E SU�3STITI�TEI3 F�. �E RI I� SIZES.- IF :ENG'LISH U:NI TS AIDE USEC): A.L.L.VALUES USED FOR .00.l` STRUtT1CIq SHALL. BE: ENGLISH U.111 TS;. 5'-n" NOTE: CONSTRUCT SPECIAL CURB COVER FROM 1/4" STEEL DIAMOND PLATE 24 3147X49 3/4". USE 3/8" GALVANIZED FLUSH SCREWS TO SECURE COVER. REMOVABLE CURB 14" FACE PLATE 0 _ - 0 MANHOLE COVER REMOVABLE CURB FACE PLATE AND COVER DEI'A t Kr.a Q�pFESS /ON SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 7 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � 7`� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w r77 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND °G EXp.s 30 2004 STANDARDS IN EFFECT. s�y�, c l v i �_ F OF CAL\FO ►CE 3/8" THREADED ;HORS ON EACH E ;URB TOP CURB FACE CURB TOP CURB FACE C. PAVEMENT ALHAMBRA FOUNDRY DRAWING No. B-40 (8" C.F.), MODIFIED (6" C.F.) - OR EQUAL. RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions which may be incorporated herein as a result ��-o,/-a DATIE Prepared By: ALLARD ENGINEERING CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS uiru ijLjLH aacaa..>y - a,ouu u... V�J..>y DRAWN BY: SCALE: 8253 Sierra Avenue DBWy/WyF 1 "=40' Fontana, California 92.335 DETAIL MEET DATE: 09) 356-1815 Fax (909) 356-1795 DESIGNED BY DBW/JF MARCH, 2003 q ue 167" I % CHECKED BY APPROO BY DRAWING NO.: Raymond I. Alard, A.C.E. 36052 Date RJA (expires 6/30/2004)`; 721 CITY ENGINEER R.C.E. 51152 Filename: M:\DWG\14902\STREETS\EAST\TO ALMERIA\CITRUS\STAGEI\S720.D