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HomeMy WebLinkAbout5604-1110 INSTALL 121.58 L.F. 8" STRENGTH V.C.P. S ORCHARD STREET SEE SHEET 7 "''_:-7%QN DESIGN (LAT.) AS -BUILT cn 43 13+75.50 N I- U N 44 14+19.20 � TRACT N0.Lo >< X � 0 c �" 15+19.20 U N UQ- m ijd PARK NO 48 16+19.20 YES 0, C-.3 cn ofU 35 YES 50 17+19.20 YES �? o_ NCO 1") > N YES I 18+51.00 YES 53 DD 0 0o N'-�- DO 55.7 18+03.75 YES 55 17+50.74 oma om0 56 16+93.75 YES 1 16+43.75 PROP.R/W 58 15+93.75 NO 123.58 1 N0019'27"W NO 60 14+93.75 YES 61 PROP. SD \ YES PRO 8" WATER TRACT 19960-3 "''_:-7%QN DESIGN (LAT.) AS -BUILT cn 43 13+75.50 N I- U N 44 14+19.20 0-11 a TRACT N0.Lo 45 14+69.20 19962-1 0 c �" 15+19.20 U "I LOT IAN 15+69.20 PARK NO TRACT 19960-3 LOT NO. DESIGN (LAT.) AS -BUILT BACKFLOW 43 13+75.50 N YES 44 14+19.20 0-11 a YES 45 14+69.20 YES 46 15+19.20 U YES 47 15+69.20 co NO 48 16+19.20 YES 49 16+69.20 O O YES 50 17+19.20 YES 51 17+69.20 YES 52 18+51.00 YES 53 18+79.15 NO 54 18+03.75 YES 55 17+50.74 YES 56 16+93.75 YES 57 16+43.75 YES 58 15+93.75 NO 59 15+43.75 NO 60 14+93.75 YES 61 14+48.33 YES 58.5 RSTALL 15 co LOT N0. 70 AS -BUILT co 62 N N YES 63 13+55.75 0-11 a YES 64 13+06.75 YES 65 12+47.31 U NO N 11+92.32 co T-cimp-C6GD?, 67 Q F- L - d O d fl Z W > W Z m Z r - �00 06 WCO + + V RENGTH V.C.P. BLUE IRIS STREET EE SHEET 6 N60' �NI vow .2 :: N9°19'19"E 51.16 1 3 PROP.RIW 3 4 3 59.1 59.6 60.6 TRACT 19960-3 LOT N0. DESIGN (LAT.) AS -BUILT BACKFLOW 62 13+93.75 42 YES 63 13+55.75 0-11 a YES 64 13+06.75 YES 65 12+47.31 NO 66 11+92.32 co NO 67 11+36.44 YES 68 11+16.29 O O NO 69 10+31.07 NO TRACT 19960-2 LOT NO. DESIGN (LAT.) AS -BUILT BACKFLOW 72 18+91.91 42 NO PROP. FS I 2 co 42 ado N 0-11 a co 00 c~n U O O TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 8" SEWER 317 3 4 4 62.6 62.8 6 REV. L 318.99 L.F. 8" EXTRA V W d H CD O z- W z -m > M Z co M O 10 + _ + c0 GO C.0 CJ SCALE: 1 " = 40' TRACT No. 19960 - 3 43 44 45 46 47 48 49 65.1 67.0 68.8 70.6 72.5 2 74.5 76.8 79.1 cn 4 4 4 4 0 4 4 4 3 3 3 33 �� 3 3 3 PROP.R!W F IT N M NO°19'27"W 322.9 PROP. C & G NO -19'27"W 1 .61 "' N M PROP. B" NATER 0 M N O Ch N M 7-T I PROP.RIW v U U TRACT N0. 199P" - 3 4.2 66.1 67.9 69.7 71.6 73.3 58 OAK MOSS AVENUE REVISION DESCRIPTION DATE I ENGR.I CITY I DATE 75.6 78.1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTIS IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. U m � Z M _ 6> N O� CO + 01 O PROP. 8" SEWER m VALLEY OAK LANE SEE SHEET 5 �I I 4 3 I Lu ,,; A=11°03'40" R' 95.00 L=95 T= 93- /LU LoCIJ QQ*k O M J O U rn 3 I RACT N0. 82.8 83.8 19960-2 54 53 BENCH MARK: BM # 6-7 BASIS OF BEARINGS: SAN BERNARDINO COUNTY BENCHMARK THE CENTERLINE OF CITRUS AVENUE AS # 6-7. A BRASS DISK AT THE SOUTH- SHOWN ON RECORD OF SURVEY 35/9 EAST CORNER OF CASA GRANDE TAKEN AS N 0110'30" W WAS USED AS AVENUE AND SIERRA AVENUE. THE BASIS OF BEARINGS FOR THIS MAP _�S . r ■ EM:= : m mill ::: • 4• V E R T::::�- 41 t - T7 0, ■ 160 1 CONSTRUCTION NOTES 0 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER O2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO'S. 2000, 2001 & 2003 O3 INSTALL 4" V.C.P. SEWER LATERAL AND CLEANOUT BOX PER CITY OF FONTANA STD DWG. NO. 2005. 4O INSTALL BACKWATER VALVE DEVICE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA 16IN-TRACT SEWER IMPROVEMENT PLANS NMADOLE 9302 PMBURGH AVE., SUrM 230 DRAWN BY: TRACT Nos. 19960-2 & -3 SCALE: RANCHO CUCAMONGA, CA. 91730 PHONE 909.481.6322 SCL / DM /JAM OAK MOSS AVENUE AS SHOWN Engineerin Communities for Lif FAX 909.481.6320 DESIGNED BY: DATE: GB / SCL STA. 10+00.00 To STA. 00+00.00 DEC. 2016 �p CHECKED BY: APPPRO BY: DRAWING NO. :A � ,� WEN ELL L. IWA URU EXP. -30- WLI 6/8/17 5604 CITY NGINEER R.C.E. 51152 DATE 2 L7J J:\126-2659\sewer\TR 19960\Sewll.dwg, 4/25/2017 2:46:01 PM, DWG To PDF.pc3