Loading...
HomeMy WebLinkAbout5769-510 26+00 27+00 18 28+00 R/W b \4 I/ b' A T 5 SZO 2 f 8" SEWER WA T W JJ� \ —Br�ERS\ — R/W Pei FOR PROFILE _ SEE SHEET 12 _ SINE C5 CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT O 2 51 '25" 744.00' 37.10' 18.55' O2 15 4749" 606.00' 167.08' 84.07' O3 45 00'00" 45.00' 35.34' 18.64' ® 45 00'00" 45.00' 35.34' 18.64' 0 45 0624 - 22. 50' 17. 71 ' 9. 34' © 44 53 36" 22.50' 17.63' 9.30' TOLL FREE "mm" DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LINE TABLE NO. BEARING LENGTH OA N1524'36 E 50.11' © NO 23'I3 "W 650.68' © N44 3647"E 11.10' OD N44 3647E 16.42' OE N45 23'13 "W 21.53' OF N89 30'24 "E 8.32' © N44 3647"E 21.69' OH N89 30 24 E 12.29' 6q„mmaIm.1 100�8?.3 0 ==SIC: mm ON � INT 28+67.18 LINE C= TR 021 !1 J`) Fri l 2,1] 10+00.00 LINE C5 i I I 9 IN 32+00.91 LINE C— 10+00.00 LINE C6 28+69.93 9 I I I I R/WI I 32+03.67 9 MH #7 MH #8 — • MONTELENA�•-� _ ©A / 31 r 10+46.45 END PIPE 14 i BRICK & MORTAR BULKHEAD TR 02J f/ — f1 PA 13 STACS LEAP LANE PREPARED FOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES APPROVAL SHOWN HEREON AND SUITE 302 SU , IVE CARRIED FORTH IN A DILIGENT MANNER, CORONA, 980 MONTECITO DRSU THE CITY ENGINEER MAY REQUIRE CA 92879 REVISIONS TO THE PLANS TO BRING (951) 817-3545 THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CONDITIONS AND STANDARDS IN EFFECT. REV. REVISION DESCRIPTION ENGR. DATE CITY DATE f 33+00 0 FOR PROFILE SEE SHEET 10 LAT C-6 9 IN 33+63.35 LINE C= 10+00.00 LA T C-5 10+00.00 LA T C-6 33+65.33 9 — — MH #9 _ — 4 FOR `PROFILE SEE SHEET 10 FOR PROFILE :10 — NLAT C-5 +51.77 2SEE SHEET 1_I l 14P LINE C6 BRICKORTARPETRUS LANE BULKHEAD 7'R 2021411i — 41 PA 13 LINE C 34+00 35+00 PROFILE SCALE HORZ: 1 " = 40' VERT- 1" = 4' CONSTRUCTION NOTES 2� INSTALL 24 "X24" CATCH BASIN PER 2424CB BROOKS PRODUCTS AP/\/ 239—/,I 1 2J 4� INSTALL 42" RCP (D-LOAD PER PROFILE) 5� INSTALL 36" RCP (D-LOAD PER PROFILE) STA 10+48.32 LA T C-6 2 INSTALL 30" RCP (D-LOAD PER PROFILE) � CB #C-10 W=2;• V=5.0' 7� INSTALL 24" RCP (D-LOAD PER PROFILE) OF INSTALL 18" RCP (D-LOAD PER PROFILE) 0+39.24 EC W � 00 99 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. 3011 +21.53 BC 6 W pp 14 CONSTRUCT TIMBER BULKHEAD PER DETAIL ON SHEET 2 34 W M 21.69 BC4 �I v Q 10+39.32 EC STA 10+52.36 LAT C-5 2 � CB #C-9 W=2;• V=5.0' A PJ\l 39 l" 4 l" 20 BASIS OF BEARING ENGINEERING J57 N. SHERIDAN STREET SUITE 117 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE,A TEL. (951) 279-1800 PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. SURVEYING FAX (951) 279-4380 BEING: N003332"W Engineering, Inc. BENCHMARK: CAL TRANS BENCHMARK 118-17 ` \\„� O1/23/19 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVAINE RDOAD. AMIR H. FALLAHI , RCE 55534 DA TE ELEVA TION=1428.609 SCALE: I "_40' 0 40 80 ELk18-0004° 9 CITY OF FONTANA, CALIFORNIA O QROFESS/n, N. F,44 STORM DRAIN PLANS No. 55534 m DESIGNED BY TRACT NO. Z0�53 SCALE: * JS AS NOTED T civic- DRAWN BY LINE C - STA. 25+94.99 TO STA. 35+00.00 DA TE: gTFOF CAL\FO� JS BM _ _ JAN. 2019 CHECKED BY.• APPRJ BY.- I DRAWING NO: 5 DA TE 1/24/2019 CITY ENGI tER RCE 52 5115769