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HomeMy WebLinkAbout2979-76 1 SCALE IN FEET N 7 N 8 m 0 40 80 120 160 72X9 5 1 p 10 w 10 9 0) 10 1t 10 °8 ^ (o 2 L6 1s ° TMP. 10 11 1 p 1 SCA`E D D 10 1 10 1 3 14 `� i 1 10 10 10 / 10 I T 11 28 2%�,P 10 1 1 1 � 26 0 % I 1 2 ©I I 25 ° $10 I 1 I=�v 1 0 1 Jzrn 0 1 1 1 O0 tP O _ _ 10 �, 1 _n 24 I ' � (7 � ur) -0 7' o < 11 23 70 m I 091 1 1 11X08 \ 1 °�2p °� c/ M.N I A 10 ODNo� 1 Q 7 0X 1 ° �� C/ 4 r.. STRE 18 r 1 _ _ N E? p �+1 0 RIP€ ' 2» ST1REET 4 6 EMO 1 1 FUTURE TRACT � _ _ _ _ _ _ � , D NO. 16267 ' / 1 SIERRA LAKES I "Y" STREET 3' � '° � tJ !■iai■®i■!!■■■■®■■■�i■■!!■■!■®'�®■■■■■i■i■!®■■■■i■■!�'■■■■■iii■■i®!iii!!!!!!!■■■■!i®i■liii■�'!!!�i■■■!■®iiiii■■i!■■i!■■■■■■iii■■■■■!■■■■!!!!! LEN./DIST. TANGENT A N 00'19'11" W 108.00 B N 89'40'49" ■!!■�i!!■■!!!i!■!i!!■■!!!!ii!!■!!i!■iilili!!i■■i!!!!■iiiii!!!■!ii!!■!iiii!■!!i!lliiiii!!i■!■ii!®ii!■iiiii!!i!■i!!■■!!ii■!■■■■!■■!!!!! 189.08 C 21'15'50" 305.00 113.19 57.26 D N 20'25'55" ■iii !!i■iiiii■iiii!!iliiiiiiiiii■■■i■i■■iii!!■iliii■a!liii■■■a!!liiiii■■iiii■■iliii!!!i!!ia■!�■ii!■■■ii!!liaiii!!■liia!!!ia■!ii■!!!■ 54.27 E 05'48'50" 305.00 30.95 15.49 F N 26'14'44" saliii■!!■!!!!!■■iiiiiiaiiii!aa!!a■aaaai■■laaaisass■■■■iii■aaa■iaii■aa■aa!■!ai!■■a■iiiii®!!!!!!■!�■■!illiiiii■■iii■iiaaii■iiiaaiaaaiii!!a 109.66 G N 86'42'50" W 165.82 H N 75'21'03" !!■■!!!!■■■!ii!■■iiiii!■ii■!■ii��■a!■!■■■!a■!a!!■!i!!i■■■■!■!liii�ii■■■aa■a!aliii■■■a■iiiiia!!i■a!■iiiiii!!ii!■!■■iiia■■■■iii■!■!!iiii■■ 49.56 J N 89'40'49" W 15.00 !!!■!■!!!!!!!!■■■■■■!■!!■a■■!i■■a■a!!!!■■a!!!!!!a■!!a!!!iiia■a!!■�■■■■■!■■■!!lli�iaa■!!■i!�■!■!■1�■iii!!!!!!■■■!!!!!■■!!■■!!!!!!!!■!■■■! ■liiii■■■■■!■■a■■!iiiiii■!alas!!■■!!!!■a!laaiiiiiiaiiaa!!■iii!lair■■ii■iiii!!!la�i■a■!■iii iiii!la!■il�liiiiii■!!a■iiii!■a■iiiaaiia■■■iia ■■i!!i!■aa!!!■■■a■liiii!!■!!■!i■!!!!!■■■■■!■iii!■ is!!!!aa!liiiaa�I■!!iliaiiaaaail■■!!!!!!iiiii •�!!■ll�i■!!i■■■■■i!!i!!■!!!!■!!!!ilii■■ ■■■iiiia!■ii■■a!!a■iii■!!■■!!!■!■a■■■■!!!!■!■a!!! ■iiiii■i■iia!!!■■■i■iiiiiaiiaiiiaiiiaiiiiii!■ �iaa■■liiiiaiiaagiii■iiiii!llii�i!!■!■ii■i■.iiliiii!■■.iiiii■■■■■ii!!!■■iiii■■■■■!!i■ ■■iiilaa!■iiiaa��!!a!!i■■iiiai��aiiiaiii!■■■iiii�iiiiaiiiia■■iiiaaa!liiia■■■■■iiia!■■!! 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STRE 18 r 1 _ _ N E? p �+1 0 RIP€ ' 2» ST1REET 4 6 EMO 1 1 FUTURE TRACT � _ _ _ _ _ _ � , D NO. 16267 ' / 1 SIERRA LAKES I "Y" STREET 3' � '° � tJ Q RECORD DRAWINGf` 18 THESE RECORD DRAWN ----....- (PHASE 2) 20 '° 0 �' G� RESPO NSOM R7R ANY I mw imm Npappalp A RESULT 71EFEW DDSIP T iaT ° D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPDON DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT REC• DWG•TR. \lol-l'j !� 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. HENUH MAKK: No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 IEBEARING OF N89'30'06"E ALONG IE No. LINE OF SEC. 30, T.1N.,R.5W., B.M. PER R.S. 58/5, WAS USED AS IE BASIS OF BEARINGS FOR THIS a CONSTRUCTION NOTES: O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (ID=48"). O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. * O5 INSTALL BACKWATER VALVE DEVICE. © INSTALL 8" V.C.P. PLUG. O7 INSTALL CLEAN—OUT PER CITY OF FONTANA STD. DWG. NO. 128. 10 INSTALL SEWER WYE PER CITY STD. DWG. NO. 125. TR. NO. 16267 LOT NO. DEEM A8-BULT BACKFLOW 1 11+61 NO 2 12+24 NO 3 12+39 4 12+91 5 12+97.08 6 13+40 7 13+55 8 14+23 9 14+39 10 15+11 11 15+27 12 15+98 13 16+05.15 14 16+53 15 16+68 16 17+53 17 17+83 18 18+16 19 18+11 20 18+06 21 18+01 22 17+96 23 17+40 24 15+84 25 15+21 26 15+05 27 14+19 28 13+63 29 11+72 * NEED FOR BACKWATER VALVE DEVICE IS SUBJECT TO CHANGE. Prepared Under The Supervision Of : SPR SY PREPARED IN THE OFFICE OF S MADOLE AND ASSOCIATES, INC. F i 10601 CHURCH STREET,STE. 107 DRAWN BY: No. 62183 N m RANCHO CUCAMO GA, C 91730 Exp: 9-30-05 * PHONE (909 948-1311 DESIGNED BY: ciVQ CFB TFOFCAL.�FO� '� Date v1 CHECKED R.C.E. P183 EXP. 9-30-05 GFB RG NO NO NO YES YES NO NO NO NO NO NO NO NO NO NO YES NO NO ZRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS TRACT N0. 16177 (OFF-SITE) SCALE: "Y" REET DATE: SHOWN (STA. 0+ LE) TA. 16+71.70) SEPT. 2001 AP V[D BY: DRANING NO.: ry �! 2979 ! 7 1 ITY ENGINEE C.E. 51152 DATE J:\826-1178\Sewer\sew7.dwg, 12/19/01 08:35:06 AM, cb DELTA/BEAI NG RADIUS LEN./DIST. TANGENT A N 00'19'11" W 108.00 B N 89'40'49" E 189.08 C 21'15'50" 305.00 113.19 57.26 D N 20'25'55" E 54.27 E 05'48'50" 305.00 30.95 15.49 F N 26'14'44" E 109.66 G N 86'42'50" W 165.82 H N 75'21'03" W 49.56 J N 89'40'49" W 15.00 Q RECORD DRAWINGf` 18 THESE RECORD DRAWN ----....- (PHASE 2) 20 '° 0 �' G� RESPO NSOM R7R ANY I mw imm Npappalp A RESULT 71EFEW DDSIP T iaT ° D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPDON DATE ENGR. I CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT REC• DWG•TR. \lol-l'j !� 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. HENUH MAKK: No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 IEBEARING OF N89'30'06"E ALONG IE No. LINE OF SEC. 30, T.1N.,R.5W., B.M. PER R.S. 58/5, WAS USED AS IE BASIS OF BEARINGS FOR THIS a CONSTRUCTION NOTES: O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (ID=48"). O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. * O5 INSTALL BACKWATER VALVE DEVICE. © INSTALL 8" V.C.P. PLUG. O7 INSTALL CLEAN—OUT PER CITY OF FONTANA STD. DWG. NO. 128. 10 INSTALL SEWER WYE PER CITY STD. DWG. NO. 125. TR. NO. 16267 LOT NO. DEEM A8-BULT BACKFLOW 1 11+61 NO 2 12+24 NO 3 12+39 4 12+91 5 12+97.08 6 13+40 7 13+55 8 14+23 9 14+39 10 15+11 11 15+27 12 15+98 13 16+05.15 14 16+53 15 16+68 16 17+53 17 17+83 18 18+16 19 18+11 20 18+06 21 18+01 22 17+96 23 17+40 24 15+84 25 15+21 26 15+05 27 14+19 28 13+63 29 11+72 * NEED FOR BACKWATER VALVE DEVICE IS SUBJECT TO CHANGE. Prepared Under The Supervision Of : SPR SY PREPARED IN THE OFFICE OF S MADOLE AND ASSOCIATES, INC. F i 10601 CHURCH STREET,STE. 107 DRAWN BY: No. 62183 N m RANCHO CUCAMO GA, C 91730 Exp: 9-30-05 * PHONE (909 948-1311 DESIGNED BY: ciVQ CFB TFOFCAL.�FO� '� Date v1 CHECKED R.C.E. P183 EXP. 9-30-05 GFB RG NO NO NO YES YES NO NO NO NO NO NO NO NO NO NO YES NO NO ZRA LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS TRACT N0. 16177 (OFF-SITE) SCALE: "Y" REET DATE: SHOWN (STA. 0+ LE) TA. 16+71.70) SEPT. 2001 AP V[D BY: DRANING NO.: ry �! 2979 ! 7 1 ITY ENGINEE C.E. 51152 DATE J:\826-1178\Sewer\sew7.dwg, 12/19/01 08:35:06 AM, cb