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PLANS c� �� F� 2 ww g No. 62183 �, X 7so-A SOUTH ROCHESTER AVENUE FOR INLET CONST. s s LINE A & LATERALS A-4, A-7, A-8 SCALE: As SHOWN N 89'30'06» E * Exp: 9-30-05 0 21.OX O DA TLS• �` ��. DETAIL ON SHEET 6. ©--CONST. CONCRETE BLANKET PIPE PROTECTION PER APWA STD. PLAN 225-1 D=45'03'15" R=22.50' BENCH MARK. • # 8-17 BASIS OF BEARINGS. 6 L=17.69' T=9.33' 9TFoF v \ \_ �� n N 45026'J9" W THE BEARING OF N 89'30'06'" E �l J 5 LEG OF AN SCE TOWER 34,3,NORTH OF HIGHLAND, 0.2 M1 WEST ALONG SUMMIT AVE. AS SHOWN 24+57.76 ' 0� �� / OF SAN SEVAINE RD., 2.65 M1 WEST BULKHEAD RCE 6218 EXP. 9-30-05 CITY ENGINEER R. C. E. 51152 in N 44'26'51 " E 35; PAGE 9. m UZZ-41 ELEVA 710N: # 1428.609 VAR D=45'03'15" R=22.0' 65 PROP. 8" SEWER -, - PROP. 8 WA Lem RECORD D14A.1'WIN TPIE-Ge m -'co n (1�nir,�i��{1 . ; _`,,i^I ISI PAr"PANtbs IN PART, ON THr_ I GOMPIL�b Al b FURNISHED BY OTHERS. t HE ENGINEER WILL N(5T bf MPONSIBLE FOR ANY ERRORS OR OMISSIONS WHO MVE BEEN INCORPORATED INTO THE DOCUp M A FANULT THEREOF. 24 �Q �c Nc 63 Qic Q) Q 0 C) CONSTRUCTION NOTES (2) --INSTALL 36" RCP, D -LOAD PER PROF/LE 6�—INSTALL 18" RCP D -LOAD PER PROFILE 10+44 ( — CONST. JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT 6 END LAT A-8 m W SEE R. G. PLANS c� �� F� 2 ww g No. 62183 �, X 7so-A SOUTH ROCHESTER AVENUE FOR INLET CONST. s s LINE A & LATERALS A-4, A-7, A-8 SCALE: As SHOWN N 89'30'06» E * Exp: 9-30-05 0 21.OX O DA TLS• �` ��. DETAIL ON SHEET 6. ©--CONST. CONCRETE BLANKET PIPE PROTECTION PER APWA STD. PLAN 225-1 D=45'03'15" R=22.50' BENCH MARK. • # 8-17 BASIS OF BEARINGS. 6 L=17.69' T=9.33' 9TFoF v \ \_ �� n N 45026'J9" W THE BEARING OF N 89'30'06'" E �l J 5 LEG OF AN SCE TOWER 34,3,NORTH OF HIGHLAND, 0.2 M1 WEST ALONG SUMMIT AVE. AS SHOWN 24+57.76 ' 0� �� / OF SAN SEVAINE RD., 2.65 M1 WEST BULKHEAD RCE 6218 EXP. 9-30-05 CITY ENGINEER R. C. E. 51152 in N 44'26'51 " E 35; PAGE 9. �- - 6 12.59' ELEVA 710N: # 1428.609 D=45'03'15" R=22.0' L=17.69' T=9- v v N 89'30'06" E 0o W 4.18 � N 10+34 0 o END LAT A-7 SEER. G. PLANS FOR INLET CONST. Qic Q) Q 0 C) CONSTRUCTION NOTES (2) --INSTALL 36" RCP, D -LOAD PER PROF/LE 6�—INSTALL 18" RCP D -LOAD PER PROFILE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The SupervisIon Of ( — CONST. JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT 6 ��°_,\ MMASSIoPREPARED /N THE OFF/CE OFSTORM MADOLE AND A SSOC/A TES, INC. DRA/N /MPROVEMENT PLANS APPROVAL SHOWN HEREON AND CARRIED FORTH IN A c� �� F� 2 ww g No. 62183 �, X 7so-A SOUTH ROCHESTER AVENUE °C No. 36631 1��� s s LINE A & LATERALS A-4, A-7, A-8 SCALE: As SHOWN 1�— CONST. MANHOLE PER APWA STD. PLAN 320-1, SEE SHT 7 * Exp: 9-30-05 ON yONE X9091 9376915�� TRACT 16695 r— CONST. DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B" DA TLS• �` ��. DETAIL ON SHEET 6. ©--CONST. CONCRETE BLANKET PIPE PROTECTION PER APWA STD. PLAN 225-1 o BENCH MARK. • # 8-17 BASIS OF BEARINGS. SEE SHEET 6. 9TFoF v \ \_ �� a to 3 •� • CONCRETE BASE CAP IN THE CONCREBASE OF THE BEARING OF N 89'30'06'" E DRAWING N0. sloBRASS V' G�► f LEG OF AN SCE TOWER 34,3,NORTH OF HIGHLAND, 0.2 M1 WEST ALONG SUMMIT AVE. AS SHOWN ATS 0� �� / OF SAN SEVAINE RD., 2.65 M1 WEST ON RECORD OF SURVEY IN BOOK RCE 6218 EXP. 9-30-05 CITY ENGINEER R. C. E. 51152 in OF SIERRA AVE. 35; PAGE 9. ELEVA 710N: # 1428.609 t'%/T% OF FONTANA CAL/PODMI A SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The SupervisIon Of NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��°_,\ MMASSIoPREPARED /N THE OFF/CE OFSTORM MADOLE AND A SSOC/A TES, INC. DRA/N /MPROVEMENT PLANS APPROVAL SHOWN HEREON AND CARRIED FORTH IN A c� �� F� 2 ww g No. 62183 �, X 7so-A SOUTH ROCHESTER AVENUE DRAWN BY SC/Ars s s LINE A & LATERALS A-4, A-7, A-8 SCALE: As SHOWN DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE * Exp: 9-30-05 ON yONE X9091 9376915�� TRACT 16695 DESIGNED BY DA TLS• �` ��. SC/ATS � � OCT 2004 REVISIONS TO THE PLANS TO BRING THEM INTO 9TFoF v \ \_ �� a to 3 •� • CHECKED BY - AP�PIOVED BY. - DRAWING N0. 3 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. St) ATS Z 3787 7 RCE 6218 EXP. 9-30-05 CITY ENGINEER R. C. E. 51152 in Z J:\620-1887\storm\SD03.dwa. 3/9/2005 11:11:32 AM. Sonnv