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HomeMy WebLinkAbout2835-3LINE A SEE SHEET 2 OF 6 DWG. NO. 83 1 ' Io I . W t ' t � - STq=1 BEGIN PIP 41 l `-- E STA– =1 10 A 5 3 C6 3.94 E AT CLMH STq 14+40.1 — UJ 1 0 i 1 j1 N 1 z N { LO # ^ zo I N ,'�' C U . l o's6 �� lei I 00 f I 1 +00 lw O i'°' Q � l .0£•i.Zl i /lat' ,9L'0£_jI ,£919-1 r -FT 16096 0 m ao o 0 O o > � TOLL FREE –800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I v o` g` P� 1 G A \\\ PARK SITE PA 8 B REVISION DESCRIPTION 7 ,A 0,6 Quo ;�, 4•��� O RECORD DRAWING SH5 �° THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN mn s'14 .. PART, ON THE BASIS OF INFORMATION COMPILED AND DATA TABLE aTY DATE ITEMBEA RIGDIELT LENGTH RADIUS TANGENT 1 45'04'56" 35.41 45.00 18.68 2 35'39' 16" 56.01 90.00 28.94 3 29'24'47" 46.20 90.00 23.62 4 23'21'50" 36.70 90.00 18.61 5 90'00'00" 70.69 45.00 45.00 6 N44-43'1 6"E 21.22 (1 FT. MINIMUM CLEAR) CONSTRUCT CONCRETE COLLAR PER APWA STD. NO. 380•-2. 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PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS: THE"ENOM & WILL NOT F#E `3D -DS RESPONSIBLE FOR ANY ERROR&OR 0MISSK*A MDI • HAVE BEEN INCORPORATED INTO THE DOCLA ME Ate,. A RESULT THEREOF. " °" DATA TABLE aTY DATE ITEMBEA RIGDIELT LENGTH RADIUS TANGENT 1 45'04'56" 35.41 45.00 18.68 2 35'39' 16" 56.01 90.00 28.94 3 29'24'47" 46.20 90.00 23.62 4 23'21'50" 36.70 90.00 18.61 5 90'00'00" 70.69 45.00 45.00 6 N44-43'1 6"E 21.22 (1 FT. MINIMUM CLEAR) FURNISHED BY OTHERS: THE"ENOM & WILL NOT F#E `3D -DS RESPONSIBLE FOR ANY ERROR&OR 0MISSK*A MDI • HAVE BEEN INCORPORATED INTO THE DOCLA ME Ate,. A RESULT THEREOF. " °" DATE ENGR. aTY 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. 320-1. Q2 INSTALL APWA MANHOLE STRUCTURE PER STD. NO. 321-1 No. 14814 m^ Exp: 3-31-01 * ' cw\.A.S. 9jF OF \ O5 INSTALL BRICK AND MORTAR PLUG DRAWN BY: . SIERRA LAKES - BASIN NO. 1 LINE B - STA 10+00 TO 17+00 © INSTALL 18" R.C.P. D–LOAD PER PROFILE DATE: 09/08/00 CHECKED BY: rA M.L.B. O7 INSTALL 24" R.C.P. D–LOAD PER PROFILE 3103 ACTING CITY ENGINEER R.C.E.-•6U42• 40%4DATE ® INSTALL 36" R.C.P. D–LOAD PER PROFILE 1© CONSTRUCT CURB OPENING CATCH BASIN PER APWA STADARD i .. J:\826-1163\StormDrain\BASIN-1\sd-sht3.dwg, 09/19/2001 06:58:00 A CONSTRUCTIONS NOTES CITY OF FON I ANA, CALIFORNIA Q1 INSTALL APWA MANHOLE STRUCTURE PER STD. NO. 320-1. Q2 INSTALL APWA MANHOLE STRUCTURE PER STD. NO. 321-1 No. 14814 m^ Exp: 3-31-01 * ' cw\.A.S. 9jF OF \ O5 INSTALL BRICK AND MORTAR PLUG DRAWN BY: . SIERRA LAKES - BASIN NO. 1 LINE B - STA 10+00 TO 17+00 © INSTALL 18" R.C.P. D–LOAD PER PROFILE DATE: 09/08/00 CHECKED BY: rA M.L.B. O7 INSTALL 24" R.C.P. D–LOAD PER PROFILE 3 6 ACTING CITY ENGINEER R.C.E.-•6U42• 40%4DATE ® INSTALL 36" R.C.P. D–LOAD PER PROFILE 1© CONSTRUCT CURB OPENING CATCH BASIN PER APWA STADARD DWG. NO. 300-2 (AND AS MODIFIED ON SHEET 6). © EXISTING WATER TO BE RELOCATED UNDER R.C.P. (1 FT. MINIMUM CLEAR) CONSTRUCT CONCRETE COLLAR PER APWA STD. NO. 380•-2. J:\826-1163\StormDrain\BASIN-1\sd-sht3.dwg, 09/19/2001 06:58:00 A Prepared Under The Supervision Of : CITY OF FON I ANA, CALIFORNIA LT PREPARED THE OFFIC�OF MADO E A DI ASSOCIAT SE INC. No. 14814 m^ Exp: 3-31-01 * ' cw\.A.S. 9jF OF \ OF THE INLAND EMPIRE 10601 CHURCH STREET, STE. 107J.KD/M.A. RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : AT- M-101 Ff!C.E. 14814 EXP. 3-31-01 DRAWN BY: . SIERRA LAKES - BASIN NO. 1 LINE B - STA 10+00 TO 17+00 SCALE: ' DESIGNED BY: DATE: 09/08/00 CHECKED BY: rA M.L.B. APPROVED BY: F`� !0 Zg�01 �«c 1�• � DRAWING NO.: 2835 3 6 ACTING CITY ENGINEER R.C.E.-•6U42• 40%4DATE J:\826-1163\StormDrain\BASIN-1\sd-sht3.dwg, 09/19/2001 06:58:00 A