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HomeMy WebLinkAbout5374-3N W N W 0 N 0 M 0 0 CL s TOLL FREE -qmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT € rn rn 3 1 , � 3 . f i I W r , 4 30 , 18' T 60' SLEEPY CREEK SEE SHEET 1 60' 30' 30' � o 12' 18' 18' 12' I , Z 16 #i ( °°Uj J7 z TRACT 18939.1 N II i N I yNl .... _- 973 5 PAD= 1 8 30" STORM DRAIN PER - I 3: CITY DWG. NO. 5349 1120 20' 20' 12' 32' 32' 64' SLEEPY CREEK TRACT 18939.1 REV. REVISION DESCRIPTION ENGR. DATE CITY DATE Cnl1 1 55 W 0 z PAD=1398.0 Q Q` W Z 0 z M SADDLEWOOD DRIVE SEE SHEEP 5 15 24" STORM DRAIN PER CITY DWG. NO. 5373 0 SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENCINNEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN OfECT 54 ( ) PAD= 1398.3 32 51 53 z W W SEE SHEET 4 64' 20' 33t Z -1_i 1 t,„?i i II ; N _„? \O (TYP) 50399.2 7� \ PPO 13g9 0 46 P4D=1398'5 Q Uo MONTGOMERY AVENUE ± o W o 0 3 Uj 47 Q X 48 16+97 0 00 15+81 X 50 15+67 X 51 14+89 X 52 14+40 Z48 PAD= 140 0.0 Q .0 14+22 _ PAD -1400.4 LON 13+39 Li0 z 55 12+90 49 5 CN Q Q PAD��39g + z W W cp V♦pD O V �g U U Lr) LO N o0 P4D=1398'5 Q Uo MONTGOMERY AVENUE ± o W Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, M.B. 340172-73, BEING: N 00'00'12" BENCHMARK 2" BRASS CAP LOCATED ON THE TOP OF CURB AT THE EASTERLY END OF THE CURB RETURN AT THE NE CORNER OF SIERRA AVE. AND MILLER AVE. ELEVATION: 1364.32 I N ;, f criON 2 O NOTE- CONTRACTOR OTECONTRACTOR AND SURVEYOR TO VERIFY SEWER LATERAL LOCATIONS WITH ENGINEER PRIOR TO STAKING AND CONSTRUCTION. mm 27 2-8 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 365-1795 Aa mond J. Allard, A.C.E. 36052 Date (expires 6/30/2016) CONSTRUCTION NOTES 1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 5 INSTALL 8" PLUG 6 REMOVE 8" SEWER PLUG AND JOIN NEW CONSTRUCTION 4" o 0 3 Uj 47 Q X 48 16+97 0 00 15+81 X 50 15+67 X 51 14+89 X 52 14+40 X 53 14+22 oz LON 13+39 X 55 12+90 U NO 12+50 X et O Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, M.B. 340172-73, BEING: N 00'00'12" BENCHMARK 2" BRASS CAP LOCATED ON THE TOP OF CURB AT THE EASTERLY END OF THE CURB RETURN AT THE NE CORNER OF SIERRA AVE. AND MILLER AVE. ELEVATION: 1364.32 I N ;, f criON 2 O NOTE- CONTRACTOR OTECONTRACTOR AND SURVEYOR TO VERIFY SEWER LATERAL LOCATIONS WITH ENGINEER PRIOR TO STAKING AND CONSTRUCTION. mm 27 2-8 Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 365-1795 Aa mond J. Allard, A.C.E. 36052 Date (expires 6/30/2016) CONSTRUCTION NOTES 1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN 2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001 3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005 5 INSTALL 8" PLUG 6 REMOVE 8" SEWER PLUG AND JOIN NEW CONSTRUCTION 4" SEWER LATERALS TRACT 18939.1 LOT NO. DESIGN STA. "AS -BUILT" STA. BACKWATER YES NO 47 17+11 X 48 16+97 X 49 15+81 X 50 15+67 X 51 14+89 X 52 14+40 X 53 14+22 X 54 13+39 X 55 12+90 X 56 12+50 X QRpFESS/0� �oo O �p J. q q( 0 �7 9 0 (El DRAWN BY: 0 No. 36052 m HMG Exp. 6/30/16 DESIGNED BY: D sBW � �� MAPM SCALE (MFfff) 1 IKH = 40 FT. CITY OF FONTANA CAUFORNIA SEWER IMPROVNT PLAN TRACT NO. M939.2 SCALE: AS NOTED MONTGOMERY AVENUE DATE: March, 2016 9T C I V 1 � CHECKED BY: At' v 4.T: DRAWING NO,: 3 F OF CA��E� RJA DATE:j ' 3 ' /l0 CITY ENGINEER R.C.E. 51152 5374 5 Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 2\SEWER TR18939-2 SHT 03.dwg 12