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HomeMy WebLinkAboutSIP Storm Drain Line _B_ pg.8 .......... ....... .............. ... .................. ........ .......... .......... ................. .................... ................ ­A­�L­�_............... 4— .......... ...... ........... .. ...................... .... ........ 1W 471 ............ tffl F .......... ........ ....................... POO .......... . ......... .......... .......... Mgt . ...... ........... ............ ....... ...... .... ........ ...................... ................ e............ .......... .. .......... Eff E2 ... ............ ...... ............ 10 tl 12 13 15 is PAD 48-2681 PV=?129678 @ eP p"gl'2619 P,,,:6 FAO�1261 1519 -75 itt 111,211, 4rj I 20 Z PAD 216 PAD CURVE TABLE 1�67.9 R401US DELTA TANGENT It 22.50 9YO6'47-1 23.77 933.00 9,171 W,� =75*!78 STA -PIP 3 STA 69 Jr,_ +44 7 22 1 11, 45.00 WD-A "J PIP U+6.1 (t 5 ��22 sr... 4D- P, F- V-6.0, W-7.0 rR �PIPE 316.lj 6+ Q. 6.01, 24 (L 20 6714 L SEE 2304 E 10+ 00 LA J PAD_ I 48 $TOM DRO CONSTRUCIM NOTO 10 -6s 1 PAD'1261.5 47 RCP(0 u (u -1266., P4166 I CONSTRUCT 18 PER PROFILE)&BEDDING PER RCFC&IVCD STD.NO, 815 CONSTRUCT 2,C RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO A4815 @_�__COASTRUCT MANHOLE NO I PER RCFC&WCD SIT NO NH251 CONSTRUCT CATCH BASIN NO I PER RCFC&WCD STD.NO CB100 N. LINE "B" 24 REMOVE EXISTING CSP RISER&JOIN EXISTING STORM DR41N Co w 'AS BUILT' PREPARED BY: a- REVISIONS: PREPARED UNDER SUPERVISION OF: WILE93N MIKAI-11 CITY OF LAKE ELSINORE EXP� DATE W CORPORATION TRACT 31920-7 SHEET .. ........ RO, REVIEWED BY: 3 PETER CANYON 0090 STREET kfnOVEMENT PLANSSCOTT M.MLSON DATE SLATE'10 R 949-679-0091 8 m RICE NO.49884 EXP. 9-30-14 IRVINE.CA 926M - STORM DRAIN LINE 'BMA OF INSPECTOR D BENCHMARK' C� N.. 9884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RNERSDEBEWCHMARK NO.BM E-3-70.ELEV.1279X9. BRASS DISC IN CONCRETE cl) — I APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR33�r POST 72 HE OF'r INTERSECTION OF CORYDON STREET AND MISSION TFAL 27' 0i SCALE: AS NOTED AST OF' FROM STA. 10+00.00 TO STA. 15+11.59 8 MARK DESCRIPnON THE STATE LAWS,AND PERMIT CAN BE ISSUED. E E CENTERUNE OF MISSION TPAL BASS OF BEARING: SHEETS DESIGNED BY: KAM DRAWN BY: KAM a CALF CENTERUNE OF CEREAL STREET.BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4, BEING THE CEKFERUNE INTERSECTIONS OF CEREALSTREET AND SIDNEW14 STREET W.O. FOR: F.B. FILE NO. CHECKED BY. KAM PROJECT MANAGER: SCOTT M.wLSm KEN A-SEUMALO R.C. ENGINEER DATE: AND CEREAL STREET AND CORYDON STREEr._ __l