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HomeMy WebLinkAbout3406-510+00.00 CL BURNET COURT= 17+06.41 CL PEPPER] EE LANE 22 23 24 25 26 27 28 21 4 OSED WATER D IMPROVEMENTSP 10+00.00 BURNET COU = 4 ZPEDWG NO. 3405 17+06.41 PEPPERTREE E - _ Zr) 4 BY ERS LO MH 17 - ' 00 ,, 1 ZO /'� - - - - �� -L�- - - - 13 / N8938'16'W 1 00 - 307.81 / - - ad W 4 a 4 3 19 I 0 TYP 13' 34 33 32 31 30 29 \ 5 i 18 5'1 18 18 5' , 23 46' 211 PEPPERTREE LANE DI ID IAICT Pni IDT SEE SHEET M 79 lJ • W 76 ITOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE SHOLXD CONSIRUCnON OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CURRIED FORTH IN A DffXZNT MANNER, THE CITY ENGINEER MAY REQUIRE RE1/ISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT 'D� AVJIr�% 4040 I GRAPHIC SCALE PEPPERTREE LANE 2 40 • 20 0 w 6mv w-, r4 600004 SEE SHEET NO.3 10+00.00 CL TWINSERRY COURT=I E3 1=111 C51 6.97 CL PEPPERTREE LANE o ^ (NST) 25' i 5' 2, + 1 idi s 40 R TYP 12 5' I , 20 i 20' 5 RECORD DOCUMENT 5 1 5' 52 53 54 55 56 11 PUUE 1 i (� These Record Documents have been preparP6 •�' POc ED 8" WATER 74 based on information provided by others. The 10+00,00 L°P I BYO TH RSW Design Professional has not verified the accuracy CL MH 5 1 "'��and/or completeness of this information and shat — — — — — — — not be responsible for any errors or omission – – – – – – – – – – – – – \ jh ay be incorporated herein as a result °°G-Za -0 � 10 ! - - -- - - - - - _ - - 73 DATE I i j NBT38' 16'W 1 K, °,2 303.00 Lo a �i ray. -,=Fs m11 � IMPROVEMENTS b I 3 "1/ Ex _ C,;301/071_ LL ' I 61 PER CITY DWG N0. 3405 /TYP � I I .� 8 I� L T 62 60 59 58 57 71 --j I PEPPERTREE LANE SEE SHEET NO.3 TWINBERRY COURT BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE AVENUE BEING NORTH 89'5821" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 361. YOUNG HOMES RAILROAD SPIKE IN NORTH FACE OF POWER POLE 10370 TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF RANCHO CUCAMONGA, SULTANA AVENUE AND BASELINE AVENUE. CA 91730 (909) 291-7600 ELEVATION: 1365.01 _ Prepared By: Q ALLARD ENGINEEIRING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 - - 2 -II- 04 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) CONSTRMMON NOTES 1�— CONSTRUCT 8' EXTRA STRENGTH VCP SEWER MAIN 2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL do CLEANOUT PER CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) 4� BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39) QR()FESS /0 S. H, DRAWN BY. z w No. 43976 m AE Exp. 6/30/05 DESIGNED BY. * * DEA C /VII.- ��\P CH CKED Br FCFCALIF� ml CITY OF FONTANA, CALIFORNIA RANCHO FONTANA SPECIFIC PLAN TRACT NO. 164/7 SCALE: 1 "=40' SEWER IMPROVEMENT PLAN DATE' BURNET COURT AND TWINBERRY COURT FEBRUARY,FEBRUARY, 2004 APPROVED BY: 4 DRAWING NO.: 5 r-oot, CITY ENGINEER R.C.E. 51152 5 Filenome: M:\DWG\15910\SEWER\15910S05.dwg