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HomeMy WebLinkAbout3050-18APN 228-102-14 T N44°28'22"E 4+38.63 CL INT = 28.54 1 1+28.54 END PLRE 1+00 LATERAL "C-.1 " i R/W 7 TRENCH DAYLIGHT LINE 3 AND LATERAL `�" C 2 LAT RAL"9jW " $ N7/1 ° 10'22"W 49.63 +49.63 END PIPE 12 1353.86 INV S ) 4RENCH / DAYLIGHT LINE 8 V%.w Vf— 11 I r !— 1 11v. T.S. VAULT T.S. CONTROLLE TOLL FREE —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BEECH AVENUE DETAIL BEECH AVENUE r -wit- Kin z,--" mt-m c`rnmj MMAlA1 JOIN EXIST 36" RCP 1 ATr—r%A, $In r% to APN 228-111-02 O ©R L T N44°28'22"E 7.79' 28.54 1 1+28.54 END PLRE 12 \ 1354.92 INV. � 4+40 REM=OVE EXISTING MANHOLE AND JOIN EXISTING 36" RCP CONTRAC OR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION i OF EXIatING 36" RCP PRIOR TO CONSTRUCTION. ; 1+02.1Y BEGIN PIPE -LAT -"D-2" f t I C L � CB 1353/'68 INV. 2 ' RCP } W=10 A HOR POLE/ 2s 4+37.63 1_4 PIC END PIPE, 1352.99 INV.' N00°09,671JE 12.14 , 2s \ {G 4+25.22 F TREfNCH DALIGHT LINE R/W LINE C ,,� �. �7 SE5 IATERAL ON 26 -'HEET 15 -------_= ------ XIST 8"S--`-..- 4+09.69 B �, 1 - -_ _ O `� .� y 0 n10n-r--'n0"M S m S AVENUE w w XG -- --- m �s � _ - - f.-- w -- — — \\X 119+1.1.24 C/L INT 1+00 LATERAL "D" SEE SHEET 10 FOR PLAN AND PROFILE REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN 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. QRoFESS/0' G) 0 No. 36052 m cy- Exp. 6/302004 C f V t� OF CA1-�F 20 CONSTRUCTION NOTES GRAPHIC SCALE n 10 20 40 ( IN FEET ) 1 inch = 20 ft. CONSTRUCT . DBL. 10 x 8' REINFORCED CONCRETE BOX PER DETAIL 1, AS SHOWN ON SHEET 3 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1, AS SHOWN ON SHEET 5 INSTALL 36" RCP, 1350-D INSTALL 24" RCP, 1350-D INSTALL BRICK AND MORTAR PLUG PER DETAIL 5, AS SHOWN ON SHEET 2 CONSTRUCT MANHOLE PER APWA STD 320-1, AS SHOWN ON SHEET 14 TO BE REMOVED - REMOVE STREET LIGHT AND POLE, SALVAGE, REPLACE AFTER RCB CULVERT HAS BEEN CONSTRUCTED - REMOVE TRAFFIC SIGNAL AND .POLE, SALVAGE, REPLACE AFTER RCB CULVERT HAS BEEN CONSTRUCTED - SAW CUT AND REMOVE AC PAVEMENT - PROTECT IN PLACE - ENCASE PIPE PER DETAIL 4, AS SHOWN ON SHEET 2 - REMOVE EXISTING 66" RCP - REMOVE EXISTING STORM DRAIN MANHOLE CURVE TABLE O ©R L T A 09053'45" 90.00' 15.53 7.79' Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 - 2-t7f Aa and J. Allard, A.C.E. 36052 Date (expires 6/30/2004) 80 BASELINE AVENUE STORM DRAIN—PHASE 2—STAGE 1 DRAWN BY: SCALE: DA/DBW/CGR/WF 20 SCALE DETAIL 1'=20' DESIGNED BY: BEECH AVENUE DATE: DBW DECEMBER, 2001 CHECKED BY- r APPR D BY- DRAWING NO.: 18 RJA I �, IT ENGINEER R.C.E. 51152 DATE: 305019 Filename: M:\DWG\14902\B0X—PHASE2\STAGE 1\S2—sdl8.dwg