Loading...
HomeMy WebLinkAbout3515-80 ill v N O Z) 10+00.00 CL IRON SPRING LN I + =12+41.61 LAWSON PEAK WAY. I 5 10+00.00 CL M.H. 18 =19+48.92 LAWSON PEAK WAY. W -PROPOSED 8" WATER `��' ^`��' + :o N89'56 03 E N W� N L LO 4 5' P. U. E. 1 I 11I I I 5' P.U.E. 69 68 5? 61 J.5i 23 5.5' 1181 18 15.5' 5' I �1 I LA WSON PEAK WA Y SEE SH T. 3 TRACT 16427-4 LOT 06 AS -BUILT BACKFLOW 17 O 49.86 305.00 24.99.9'22'00" NO 18 12+08 /S' 4-9 9 NO 19 44+26 /2 t8(o Nv, II 13+45 17 f 20 BF II , 21 14+43 /8 f NO 53 18+50 44-919 NO 54 ;8+-39, 17 f 84 W� N L LO 4 5' P. U. E. 1 I 11I I I 5' P.U.E. 69 68 5? 61 J.5i 23 5.5' 1181 18 15.5' 5' I �1 I LA WSON PEAK WA Y SEE SH T. 3 TRACT 16427-4 LOT DES/GN AS -BUILT BACKFLOW 17 11+39 49.86 305.00 24.99.9'22'00" NO 18 12+08 /S' 4-9 9 NO 19 44+26 /2 t8(o YES 20 13+45 17 f 20 NO 21 14+43 /8 f NO 53 18+50 44-919 NO 54 ;8+-39, 17 f 84 YES 55 17+25 t70 NO 56 �J /Cc t &0 NO 57 16+01 YES 58 4J+ H /s -W YES 59 1 14+77 1 NO 60 1 14+15 1 1NO CQ�;� Nm TRACT 16427-4 LOT DES/GN AS -BUILT BACKFLOW 22 15+43 49.86 305.00 24.99.9'22'00" YES 23 4Z4-43- /S' 4-9 9 YES 24 16+63 NO 25 4-7� 17 f 20 NO 26 1 417+9.1 /8 f YES 27 4,9+9i 44-919 NO 28 49+4-1- /14-,50 NO 29 -20* -07 t70 NO 30 20+ 127 1 NO 5' P. U. E. 5= 5' P. U. E. 5.5' ;125. �5 5.5' 20' 20' 5.5' RECORD DRAWING `LOSTQ �,Ii� DR/VER THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE PHbPcS_E_D_­ "0" STORM DRAIN _Rip�! rr 0— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF BENCH MARK: # 8-17 BASIS OF BEAR/NGS. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH N 3� FONTANA STD. DWG. NO. 112 (1D=48'). CALTRANS BENCHMARK #8-17. A THE BASIS OF BEARINGS FOR THIS MAP HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 3.i, / BRASS CAP /N THE CONCRETE BASE OF /S THE CL OF LYTI,E CREEK RD. A RESULT THEREQF. � � 0 DE E THE SOUTH LEG OF AN SCE TOWER SHOWN AS AM' 12 35 E ON )?"4ORD e� ©8 REV. REVISION DESCRIPTION Q � O DIAL TWO WORKING BEFORE ....� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AEC0= pw6.,�JC794a/G4,27-4, WZ-Y 3� INSTALL BACKFL W V/C 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA �N 49.86 305.00 24.99.9'22'00" © 48.23 295.00 24.17 9'22'00„ A O 171\ + �\ 32 w N BF o BF BF CQ�;� 52 Z �!- tl• V ��i� � � rl- <1- � J U O 610 N_ 0 9� z 58 `Y' `Y' 55 0 54 53 5 +o �0 57 56 +� 33 d o o 5' P. U.E. 5' P.U.E. o TRACT 16427-4s.s' 25.E + 0 5.5' 11 201 20' 5.5' CONSTRUCTION NOTES: BIG PINE DRIVE SEE SH T. 6 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. 0— CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF BENCH MARK: # 8-17 BASIS OF BEAR/NGS. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH N 3� FONTANA STD. DWG. NO. 112 (1D=48'). CALTRANS BENCHMARK #8-17. A THE BASIS OF BEARINGS FOR THIS MAP HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 3.i, / BRASS CAP /N THE CONCRETE BASE OF /S THE CL OF LYTI,E CREEK RD. A RESULT THEREQF. � � 0 DE E THE SOUTH LEG OF AN SCE TOWER SHOWN AS AM' 12 35 E ON )?"4ORD e� ©8 REV. REVISION DESCRIPTION Q � O DIAL TWO WORKING BEFORE ....� DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT AEC0= pw6.,�JC794a/G4,27-4, WZ-Y 3� INSTALL BACKFL W V/C 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP FILED IN (D__ INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA OF SAN SEVAINE RD., 2.6� M/ WEST OF SIERRA AVE. STD. DWG. NO. 125. ELEVATION: 1428.609 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA AQ 49.86 305.00 24.99.9'22'00" © 48.23 295.00 24.17 9'22'00„ (D__ INSTALL 4" V.C.P. SEWER LATERAL CITY OF FONTANA OF SAN SEVAINE RD., 2.6� M/ WEST OF SIERRA AVE. STD. DWG. NO. 125. ELEVATION: 1428.609 R.S.B. 111/99-103 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED QR��H IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��9�. �, Iwq F OF THE DATE OF APPROVAL SHOWN HEREON AND �`�N�' Tc2 CARRIED -FORTH IN A DILIGENT MANNER THE CITY 3 No. 36637 c i ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Expo 06-30-04 � BRING THEM INTO CONFORMANCE WITH CONDITIONS `> Orvt�- `'tie FOFG AL_ F" AND STANDARDS IN EFFECT. Prepared Under The Supervision Of : CITY OF F O N TA N A, CALIFORNIA PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS 10601 CHURCH STREET , STE. 107 DRAWN BY: RANCHO CUCAMONGA, CA 91730 RK TRACT NO. 16427-4 SCALE: PHONE (909) 948 1311 AS SHOWN DESIGNED BY: IRO SP NG LANE DATE: /// EF JUNE 2003 Date %g �-7 CHECKED BY: AP OVED DRAWING NO.: 4L, R.C.E. 36637 XP. 06-30-04 < - ' 3515 15 W/ ITY ENGINEER R.C.E. 51152 DATE LO ii ►1 J:\126-1769\sewer\sew08.dwa. 02/18/2004 12:25:37 PM. DM