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HomeMy WebLinkAbout3787-410f00 11f00 12f00 73+00I PLAN 1"= 40' 114+00 � SCALE IN FEET 0 40 80 120 160 SEE SHEET 2 Q SEE SHEET 2 WOODSTEAD WAY DIG �L E ► T LINE "B" TOLL FREE -"Nmmm'w-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION mg:e, bk7G DATE I ENGR. I CITY I DATE 10.1. 10+00 RECORD DRAWING THESE RECORD [)RAIAIIN. l^c' rr t'EF_Ni PREPARED, IN PART, ON THE SASI'S r -�N COMPILED AND FURNISHED BY OTHERS. HE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CURVE/LINE DATA TABLE PROP. CURVE DELTA/BEARING RADIUS LENGTH TANGENT FT. 24" RCP — 45000'00" 45.00 35.34 18.64 ® 404742" 1006.00 84.19 42.12 © 404742" 994.00 83.19 41.62 D 4719'47" 45.00 37.17 19.72 ® N 44'30'06" E -- 20.83' -- N 89'30'06" E -- 48.91 ' -- Q N 41'41 '57" W -- 35.17' -- N 44024'31 " E -- 13.09' -- 45"05'J5" 45.00 35.42 18.68 Q N 0'41 104" W -- 8.29' -- 51 '31 ' 17" 22.50 20.23 10.86 DIG �L E ► T LINE "B" TOLL FREE -"Nmmm'w-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION mg:e, bk7G DATE I ENGR. I CITY I DATE 10.1. 10+00 RECORD DRAWING THESE RECORD [)RAIAIIN. l^c' rr t'EF_Ni PREPARED, IN PART, ON THE SASI'S r -�N COMPILED AND FURNISHED BY OTHERS. HE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 10+00 17+00 �PSCALE.• = 40 LINE "C" BENCH MARK. / 8-17 BASIS OF BEARINGS.- EAR/NGS.BRASS fOt 13.09 PROP. 8WATr BC BEG. 343' NORTH OF HIGHLAND, 0.2 M/ WEST F T. 10X8.5 RCB— OF SAN SEVAINE RD., 2.65 M/ WEST FT. 24" RCP — OF SIERRA AVE. S EDWG. 3842 ELEVA TION: if 1428.609 F 10+00 17+00 �PSCALE.• = 40 LINE "C" BENCH MARK. / 8-17 BASIS OF BEARINGS.- EAR/NGS.BRASS BRASSCAP /N THE CONCRETE BASE OF THE BEAR/NG OF N 89'30'06 " E THE SOUTH LEG OF AN SCE TOWER ALONG SUMMIT AVE. AS SHOWN 343' NORTH OF HIGHLAND, 0.2 M/ WEST ON RECORD OF SURVEY IN BOOK OF SAN SEVAINE RD., 2.65 M/ WEST 35; PAGE 9. OF SIERRA AVE. ELEVA TION: if 1428.609 Prepered Under The Supervision Of QRS /ON PREPARED IN THE OPF/CE OF .NOMAS S Fti MADOLE AND ASSOCIATES, INC. r No. 62183 a 760-A SOUTH ROCHESTER AVENUE TARIO, CA 91761- Exp: 9-30-05 O PHONE (909) 937-91580 0FCAL\F Date RC 6218d EXP. 9-30-05 ?7 ST. STA W=21 V=6.89' CYPRESS -- FUTURE �------ CONSTRUCTION NOTES a INSTALL 30" RCP, D -LOAD PER PROFILE INSTALL 24" RCP, D -LOAD PER PROFILE a6 — INSTALL 18" RCP, D -LOAD PER PROFILE ®— CONST. MANHOLE PER APWA STD. PLAN 321-1, SEE SHT. 6 O9 — CONST JUNCTION STRUCTURE PER APWA STD. PLAN 331-2, SEE SHT. 6 �— CONST. DOUBLE BRICK & MORTAR BULKHEAD PER PIPE CLOSURE-TYPE"B" DETAIL ON SHEET 6. CITY OF FON TA NA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAWN BY SCALE.• SC/ATS L/NEYRA TER B-1 & L/NE "C" AS SHOWN DESIGNED BY. -DA 7F• SC/ATS �1�95 OCT 2004 CHECKED Ily.AP VED B DRA WING NO.14 ATS 3787 7 WrY ENGINEER R. C. E. 51152 DATE J:\620-1887\storm\SD04.dwa. 6/6/2005 5:23:50 PM. 1:1. ATS