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HomeMy WebLinkAbout2979-6I PER -_ i ' D � j I - S D I N�oJ� TP INSTALL 110.25 L.F. 8" D.I.P. S=0.0050 10+00 11+00 41 RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. CL U X w 019 INSTALL 164.34 L.F. 8" D.I.P. S=0.0050 12+00 44 m i IN TALL 355.07 L.F. 8" EXTRA STRENGTH V.C.P. S=0.0568 PROFILE HORIZ 1"= 40' VERT 1 "= 4' 13+00 14+00 15+00 PLAN 1 "= 40' 16+00 SCALE IN FEET 0 40 80 120 16( 46 DELTA/BEAR NG RADIUS LHJ /DIST. TANGENT (,Aj N 38'04'57" E 18.75 B STD. DWG. NO. 112 (ID=48"). 28"16'28" 305.00 150.51 76.82 C N 09'48'29" E 359.07 D N 05'38'56" W 121.56 E 8" DUCTILE IRON PIPE SEWER. 08'56'05" 300.00 46.78 23.44 F N 03-17'10" E 114.25 G N 38'04'57" E 54.08 H 45 13+ 13 20 M p CL U X w 019 INSTALL 164.34 L.F. 8" D.I.P. S=0.0050 12+00 44 m i IN TALL 355.07 L.F. 8" EXTRA STRENGTH V.C.P. S=0.0568 PROFILE HORIZ 1"= 40' VERT 1 "= 4' 13+00 14+00 15+00 PLAN 1 "= 40' 16+00 SCALE IN FEET 0 40 80 120 16( 46 47 48 INSTALL 49 O2 I 2 FONTANA STD. DWG. NO. 112 (ID=48"). O4 i 50 51 10 10 STD. DWG. NO. 125. i INSTALL BACKWATER VALVE DEVICE. © INSTALL = 4 4 4 8" DUCTILE IRON PIPE SEWER. 4 INSTALL 4 No4 y�S 42 13 + 09S 10 13 +03 } p 44 13+03 (�Io 45 13+ 13 20 M p 13.4 65 yam, j 14+0 + 49 14+55 13+14 YES 15 t w YL[S 51 15 tq5 I� 52 IS+ go yF5 53 54 -- 55 1 III 9 II 11 Sb 1 17+75 �.Io I I j II 27 15+20 YES 28 00r 16+00 YES wD 2g 16+20 NO 1I I' I wi a S f Y na a NO — - o �cccl I 3 U 42 s 40 3 37 41 I\� TRA NO. 16178 A RECORD DRAWING I THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMNLEI7 AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIC►i� HAVE BEEN MDDRPORR►ED INTO THE DOCUMENTS A$ 1 A 11[WLT THIFAM. 1/V O REV. D 1 e 2 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG You DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 52 Effillff.m 12 35 2 -H F.S. VER CL. OF PIPE\ Ln ai \\ coo Iq C INSTALL 1641.76 L.F. 8" EXTRA 1 S=0.0050 17+00 18+00 INSTALL 51158 L.F. 8" EXTRA STREN TH V.C.P. S=0.0100 V. C. P. I O 40 _ SCPLE N x 13 � 54 (0 55 +M m4 4 _ -\ •4 � �X �G 7� s �,. FUT.8" WATER \ _J�i _ , A D %Q h�V� 34 0 33 19+00 20+00 CONSTRUCTION NOTES: 1O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. O2 I IG4.5G FONTANA STD. DWG. NO. 112 (ID=48"). O4 i �-H 15+71 _S FONTANA STD. DWG. NO. 125. i INSTALL BACKWATER VALVE DEVICE. © INSTALL 8" V.C.P. PLUG. ® INSTALL 8" DUCTILE IRON PIPE SEWER. 10 INSTALL SEWER WYE PER CITY STD. DWG. NO. 125 131 q6 y�S 42 13 + 09S 43 13 +03 } p 44 13+03 (�Io 45 13+ 13 20 M p 13.4 65 yam, j 14+0 + 49 14+55 13+14 YES 15 t w YL[S 51 15 tq5 52 IS+ go yF5 53 54 -- 55 _ 16-t 16th -- - — 17+ IS III 9 II 11 Sb 1 17+75 �.Io I I j II 27 15+20 YES 28 00r 16+00 YES wD 2g 16+20 NO 1I I' I wi a S f Y na a NO — - o �cccl I ��_� w> I, o III lIi + J FUTURE 8" EXTRA I `. i co_z n STRENGTH VCP -I 18+00 INSTALL 51158 L.F. 8" EXTRA STREN TH V.C.P. S=0.0100 V. C. P. I O 40 _ SCPLE N x 13 � 54 (0 55 +M m4 4 _ -\ •4 � �X �G 7� s �,. FUT.8" WATER \ _J�i _ , A D %Q h�V� 34 0 33 19+00 20+00 « . 1(z•NO. 16I7S Lar No. I CONSTRUCTION NOTES: 1O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF IG4.5G FONTANA STD. DWG. NO. 112 (ID=48"). O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF 15+71 _S FONTANA STD. DWG. NO. 125. * O INSTALL BACKWATER VALVE DEVICE. © INSTALL 8" V.C.P. PLUG. ® INSTALL 8" DUCTILE IRON PIPE SEWER. 10 INSTALL SEWER WYE PER CITY STD. DWG. NO. 125 « . 1(z•NO. 16I7S Lar No. I DI-ai• Ib1J 65- CiUIL� DESIGN 33 17+ @2 µ7 34 IG4.5G j10 35 rG + 16' CITY OF FONTANA, CALIFORNIA 36' 15+71 _S 16+33 37 15 + 2G Yl=S 318 14+ 61_ 39 14+ 36 YES 40 13+501 Y1=5 41 131 q6 y�S 42 13 + 09S 43 13 +03 } p 44 13+03 (�Io 45 13+ 13 20 47 13.4 65 yam, 46 14+0 yt� 49 14+55 13+14 YES 15 t w YL[S 51 15 tq5 52 IS+ go yF5 53 54 -- 55 _ 16-t 16th -- - — 17+ IS 14 0 Sb 1 17+75 �.Io LI TR. NO. 16T78 * NEED FOR BACKWATER VALVE DEVICE AV 10 IS SUBJECT TO CHANGE. SOUTH. - KINGSMILL, CT. (PHASE 2) I.rj4= 1?% r>V--p-1a.lt`I BENCH MARK: No 615 BASIS OF BEARINGS' REVISION DESCRIPTION REC-bwG TR.ILA-L1 la ►�'�11✓ T s� ®- b>71=s i7rsl✓i71=Rf c�� c' -NrOT NO. DESIGN AS-SULT BACKFRL-CWJW DATE ENGR. 17+60 YE 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. pR�ES� �� SFFyc ��� i No. 62183 N A Exp: 9 -30 -OS it tr sTy SIL ��P TFOFCAUFO� 16+53 CITY OF FONTANA, CALIFORNIA 401 13 16+33 4ES 14 15+53 YES 15 15+33 YES 16 14+53 YES DRAWN BY: CFB 17 +33 YES 18 13 2 YES DATE: SEPT. 2001 19 13+4X YES 20 12+97y NO 21 12+94 NO s 7 22 13+14 YES 23 13+20 YES 24 14+LIV YES 25 14 0 YES 26 +00 YES 27 15+20 YES 28 00r 16+00 YES I 2g 16+20 NO I 30 16+96 S 17+14 Y 32 17+78 NO * NEED FOR BACKWATER VALVE DEVICE AV 10 IS SUBJECT TO CHANGE. SOUTH. - KINGSMILL, CT. (PHASE 2) I.rj4= 1?% r>V--p-1a.lt`I BENCH MARK: No 615 BASIS OF BEARINGS' REVISION DESCRIPTION REC-bwG TR.ILA-L1 la ►�'�11✓ T s� ®- b>71=s i7rsl✓i71=Rf c�� c' RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE N 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 THE BEARING OF N89'30'06"E ALONG THE No. LINE OF SEC. 30, T.1N.,R.5W., S.B.M. PER R.S. WAS USED AS HE BASIS OF BEARINGS FOR THIS PLAN. SIERRA LAKES SPECIFIC PLAN 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. pR�ES� �� SFFyc ��� i No. 62183 N A Exp: 9 -30 -OS it tr sTy SIL ��P TFOFCAUFO� Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date : (ti �i�-a1 CITY OF FONTANA, CALIFORNIA 401 SEWER IMPROVEMENT PLANS DRAWN BY: CFB TRACT N0. 16177 (OFF—SPIE) • SOUTH KI NGS MI LL COURT ' (STA. 10+00.00: TO STA. 18+30.92) SCALE: SHOWN DESIGNED BY: CFB DATE: SEPT. 2001 W CHECKED BY: GFB RC A ROVED BY: It DRAWING NO.: 2979 s 7 R.C.E. 6V83 EXP. 9-30-05 CITY ENGINEER— .C. E. 51152 DATE J:\826-1178\Sewer\sew6.dwg, 12/19/01 08:33:12 AM, cb