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'STA ict f- 8 -3 (jqN-E 2002) ...... 0 T6, ------- C14 LLI -1. SEE ------ LLI I - @ CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 322 - --- ------- . . . Uj- --LAW ------ - -- z 'N' ... ....... ... .... 41- SHEET NO. 8. n 0 J.S. D > SEAL -PIPE wrTH 8" BRICK ANID -MORTAR OR 65" CONIC= PLUG. C� _< ..... . .. .... 0 ­ - � I \.PRIVATE STORMPRAIN A=45' 0; z - ------ ZCN(n TING CURB AND GUTTER. B=3.00: 6 ao BY OTHERS REMOVE AND REPLACE EXIS C=3.77 00 STA �26+06.60 1)1�5.5 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET NO. 3. LINE 'A 2 R=899.33 B99.82 IW; STA 19-00.00 2.5" CLR. S=899.31 168.49 14 _-D2 *jsx C4,1 N89*35 20 E MATCF LINE N89*35'20"E -362.29' VYP.) N 6 4- 5 OQ�W 6 143.50' 2� -1-=0.0029 .0029 to, -'§-=0.0029 S=O 29 STA­26+77--�29 -ND PIPE, E. CLASS 520-C-2500 D C. 25 ---CONCRETE ENCASEMENT 900.02 INV 6" E Z 0 H�' �, W < _!6 r77777� 7771 7t 7:7. IV7 _0 D, 4 J_ z 10.19, .. . .......... + F 90*00'00" 45.00' .......... 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CLASS 520-C-2500 D C. 25 ---CONCRETE ENCASEMENT 900.02 INV 6" E Z 0 H�' �, W < Q W o6 uJ 7 #4 BAR > " . _. . .1 . .. .. 04L� Z a- z PROP. 01- (TYP-) C14 0 n C14 Z n SEWER ------- - - -- z C� STA 27+00.00 O.D.+12" La < (-5 i-- W 0) 1,- 1 0) Kim 0) u) cn 'V AA r'XI 10P .8TA 26+81.95". V) 00 00 BEGIN PIPE 00 00'. 900.12 INV 'El CONCRETE: ENCASEMENT DEJAIL r i I T I T I T I I �Z .1 1. 7 �L I -J. j,_1 T1 rl r I T I r i T I T I T 1 -1 T N.T.S. ti IL I T I T I r, T I T� I T I T I T I T L 9RIVATE, LAT 11 r 11 11 'V ERAL BY 0 HERS _Uj w f=OF? PRIVATff E311D -ST - STA -20+63.,54 SEQ&NT 2 A. 19+00 0 20 40 80 120 f=OR PUBLIC -B-10 Lost Update: 5/1/02 2007SD-CrrYO3.dwg SCALE: 1 40' SEGMEW 3-Uk 20+63.54 Uk 26+77.29 T T w INLAND EMPIRE A" C �"M APPROVED BY: A UTILITIES AGENCY ADDRESS TWIENE5 Ef-IC*' AM" OATE Date 5111.4 LOCAnON _Ij CIVIL ENGINEER FOR I.E.U.A. 9400 Cherry Avenue, Building A Post Office Box 697 Fontana, California 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE fihkms Lrlwl�wlinq, h7c. CITY -OF FONTANA, CALIFORNIA PRIME BENCH MARK: SECONDARY BENCH MARK: RECORP DRAV41NG -3/IWDJ� H -A CML&�GINEERING e L4ND SUR"NG 16800 VALLEY IALW AVIEME SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Y, 40. RN SOUTH 'EAST CORNER JURUPA AVE. L4 MIR4LK CAUFO /4 906M JURUPA AVENUE STORM DRAIN CITY OF FONTANA B.M. 581 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PH(714)521-4811 FAX(714)521-4173 & MULBERRY AVE.; SET CHIS. DRAWN BY. SCALE: VERT. 1* 4' RAILROAD SPIKE IN EASTERLY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, BW/AN HORIZ. 1. FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. @ BCR; DIAL TWO WORKING THF_ CITY IENGINEER MAY REQURE REAS10NIS TO THE PLANS 70 R C E NO. 43293 Prepared Under The,Supervision Of DESIGNED BY- 'PL.AN AND Ff 40f =9..i_r= DATE: 64.0' S/O JURUPA AVE BEFORE DAYS BEFORE LP Up. 3-31-04 AT THE NORTHWEST CORNER OF & 36 . 2 E/O MULBERRY AVE. YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND >k V \\-- BW 5/01/02 STANDARDS IN EFFECT. Date r CHECKED BY- APPROVED, BY- DRAWING NO.: 3 JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 TOLL FREE 1-800-227-2600 Or- C 0� HAIDOOK HIA 11Z ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1. AGHAIAN RCE NO. 43293 CATY ENGINEER R.C.E. 51152 DATE: 3119 DELTA > TANGENT w (0 _0 D, 25*30'40" J_ z 10.19, P`R1VAI_ z + F 90*00'00" 45.00' 45.00' Z 0 0 0 Z 0 BY__aTHERS 04 al r- :C < IX 0- LUX U_ af ZL1_ In- __00 00 I.- a, 0C 0 V) :2 0 Q W o6 uJ 7 #4 BAR > " . _. . .1 . .. .. 04L� Z a- z PROP. 01- (TYP-) C14 0 n C14 Z n SEWER ------- - - -- z C� STA 27+00.00 O.D.+12" La < (-5 i-- W 0) 1,- 1 0) Kim 0) u) cn 'V AA r'XI 10P .8TA 26+81.95". V) 00 00 BEGIN PIPE 00 00'. 900.12 INV 'El CONCRETE: ENCASEMENT DEJAIL r i I T I T I T I I �Z .1 1. 7 �L I -J. j,_1 T1 rl r I T I r i T I T I T 1 -1 T N.T.S. ti IL I T I T I r, T I T� I T I T I T I T L 9RIVATE, LAT 11 r 11 11 'V ERAL BY 0 HERS _Uj w f=OF? PRIVATff E311D -ST - STA -20+63.,54 SEQ&NT 2 A. 19+00 0 20 40 80 120 f=OR PUBLIC -B-10 Lost Update: 5/1/02 2007SD-CrrYO3.dwg SCALE: 1 40' SEGMEW 3-Uk 20+63.54 Uk 26+77.29 T T w INLAND EMPIRE A" C �"M APPROVED BY: A UTILITIES AGENCY ADDRESS TWIENE5 Ef-IC*' AM" OATE Date 5111.4 LOCAnON _Ij CIVIL ENGINEER FOR I.E.U.A. 9400 Cherry Avenue, Building A Post Office Box 697 Fontana, California 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE fihkms Lrlwl�wlinq, h7c. CITY -OF FONTANA, CALIFORNIA PRIME BENCH MARK: SECONDARY BENCH MARK: RECORP DRAV41NG -3/IWDJ� H -A CML&�GINEERING e L4ND SUR"NG 16800 VALLEY IALW AVIEME SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Y, 40. RN SOUTH 'EAST CORNER JURUPA AVE. L4 MIR4LK CAUFO /4 906M JURUPA AVENUE STORM DRAIN CITY OF FONTANA B.M. 581 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PH(714)521-4811 FAX(714)521-4173 & MULBERRY AVE.; SET CHIS. DRAWN BY. SCALE: VERT. 1* 4' RAILROAD SPIKE IN EASTERLY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, BW/AN HORIZ. 1. FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. @ BCR; DIAL TWO WORKING THF_ CITY IENGINEER MAY REQURE REAS10NIS TO THE PLANS 70 R C E NO. 43293 Prepared Under The,Supervision Of DESIGNED BY- 'PL.AN AND Ff 40f =9..i_r= DATE: 64.0' S/O JURUPA AVE BEFORE DAYS BEFORE LP Up. 3-31-04 AT THE NORTHWEST CORNER OF & 36 . 2 E/O MULBERRY AVE. YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND >k V \\-- BW 5/01/02 STANDARDS IN EFFECT. Date r CHECKED BY- APPROVED, BY- DRAWING NO.: 3 JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 TOLL FREE 1-800-227-2600 Or- C 0� HAIDOOK HIA 11Z ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1. AGHAIAN RCE NO. 43293 CATY ENGINEER R.C.E. 51152 DATE: 3119 DELTA RADIUS TANGENT LENGTH _0 D, 25*30'40" 45.00' 10.19, 20.04' E F 90*00'00" 45.00' 45.00' 70.69' Q W o6 uJ 7 #4 BAR > " . _. . .1 . .. .. 04L� Z a- z PROP. 01- (TYP-) C14 0 n C14 Z n SEWER ------- - - -- z C� STA 27+00.00 O.D.+12" La < (-5 i-- W 0) 1,- 1 0) Kim 0) u) cn 'V AA r'XI 10P .8TA 26+81.95". V) 00 00 BEGIN PIPE 00 00'. 900.12 INV 'El CONCRETE: ENCASEMENT DEJAIL r i I T I T I T I I �Z .1 1. 7 �L I -J. j,_1 T1 rl r I T I r i T I T I T 1 -1 T N.T.S. ti IL I T I T I r, T I T� I T I T I T I T L 9RIVATE, LAT 11 r 11 11 'V ERAL BY 0 HERS _Uj w f=OF? PRIVATff E311D -ST - STA -20+63.,54 SEQ&NT 2 A. 19+00 0 20 40 80 120 f=OR PUBLIC -B-10 Lost Update: 5/1/02 2007SD-CrrYO3.dwg SCALE: 1 40' SEGMEW 3-Uk 20+63.54 Uk 26+77.29 T T w INLAND EMPIRE A" C �"M APPROVED BY: A UTILITIES AGENCY ADDRESS TWIENE5 Ef-IC*' AM" OATE Date 5111.4 LOCAnON _Ij CIVIL ENGINEER FOR I.E.U.A. 9400 Cherry Avenue, Building A Post Office Box 697 Fontana, California 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE fihkms Lrlwl�wlinq, h7c. CITY -OF FONTANA, CALIFORNIA PRIME BENCH MARK: SECONDARY BENCH MARK: RECORP DRAV41NG -3/IWDJ� H -A CML&�GINEERING e L4ND SUR"NG 16800 VALLEY IALW AVIEME SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Y, 40. RN SOUTH 'EAST CORNER JURUPA AVE. L4 MIR4LK CAUFO /4 906M JURUPA AVENUE STORM DRAIN CITY OF FONTANA B.M. 581 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL PH(714)521-4811 FAX(714)521-4173 & MULBERRY AVE.; SET CHIS. DRAWN BY. SCALE: VERT. 1* 4' RAILROAD SPIKE IN EASTERLY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, BW/AN HORIZ. 1. FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. @ BCR; DIAL TWO WORKING THF_ CITY IENGINEER MAY REQURE REAS10NIS TO THE PLANS 70 R C E NO. 43293 Prepared Under The,Supervision Of DESIGNED BY- 'PL.AN AND Ff 40f =9..i_r= DATE: 64.0' S/O JURUPA AVE BEFORE DAYS BEFORE LP Up. 3-31-04 AT THE NORTHWEST CORNER OF & 36 . 2 E/O MULBERRY AVE. YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND >k V \\-- BW 5/01/02 STANDARDS IN EFFECT. Date r CHECKED BY- APPROVED, BY- DRAWING NO.: 3 JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 TOLL FREE 1-800-227-2600 Or- C 0� HAIDOOK HIA 11Z ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1. AGHAIAN RCE NO. 43293 CATY ENGINEER R.C.E. 51152 DATE: 3119