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HomeMy WebLinkAbout5806-2* NO TE: CONTRACTOR TO VERIFY ELEVATION & LOCATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. 14+00 70' 35' 35' 10' 25' j 25' 10' 6 a II III I III I W WI I � II II I Ja o m '< I II rn l II 1� W l I III � I II I� o z 2 8" SEWER N 30" SO INT I 1 — 10+00.00 TURLEY WAY= II KN 12+20.00 VENETO DRIVE I I r r 14+29.70 LINE C2= / 10+00.00 LA T C2-3 I l 114+31.95 10+00. b01 LAT C2-4 I I 5 MH #1 I I II11 ICI II I I I II I I II I I 111 '' I I I I j 8" WA TER 1 11 6' II III 2010' VARIES 30' VARIES VENETO DRIVE * NO TE: CONTRACTOR TO VERIFY ELEVATION & LOCATION PRIOR TO CONSTRUCTION & NOTIFY ENGINEER IF DIFFERENT THAN PLAN. TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 5+ 00 1 LA T C2-4 1 is LOT "A" o1 15 vo m� 16+00 INT 12+29.00 TURLEY WAY= 10+00.00 TRIVENTO PLACE 5 15+89.91 13 MH #2 15+87.70 LINE C2= 10+00.00 LA T C2-5 0 CN 0 o '53"I f -1 LA T C2-5-1 LA T C2-5 1 CB # C-23b ST STA: 10+60.00 1673.74 TC; W=10' 8" SEWER LINE C2 12 LA T C2-6 5 17+04.14 MH #3 17+02.43 LINE C2= 10+00.00 LA C2-6 TURLEY WAY uI I � 0 I I �I� IO' 20' 1 20' 10' jo T 30' 60' TRIvENTo PLACE REV. 1 REVISION DESCRIPTION 1 ENGR. 1 DATE 1 Cl TY 1 DATE 17+00 1 1+00 10+00 1 1+00 10+00 10+00 PROFILE SCALE HORZ: 1 " = 40' VERT• 1 " = 4' STORM DRAIN LINE & CURVE DATA NO. TANGENT BEARING/DEL TA RADIUS LENGTH O NO 40'53'W 153.29' 4 O2 NO 40'53'W 109.55' 45 00'00" 45.00' 35.34' 0 o O3 18.64' ci N44'19'07"E 1.87' �' O5 N510653"E 15.80' '4� N N60 2959 "W 28.24' m 10 9 INT © ° 14+22.00 TURLEY WA Y= O7 8" SEWER N53 21 '05 "E 33.96' 10+00.00 OAKVILLE STREET N53 21 '05 "E 26.74' ® 8 a N56 °18'12 "W 32.61 ' O9 m 2 10 m N45 4O'53"W 31. 49' s 14 9 3� 4 w ® 10+38.60 LA T C2-5= 10+00.00 LA T C2-5-1 8" WA TER 10+39.38 5 MH #4 1 LA T C2-5 CB # C-23a ST STA: 10+59.50 1673.82 TC; W= 7' 33 o o oo m� SHOULD CONSTRUCTION OF 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 STANDARDS IN EFFECT. 0 z i I III I 10' 20' 20' 10' 30' 30' 60' OAKVILLE STREET PREPARED FOR.• LENNAR HOMES 980 MON TECI TO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BA515 OF BEARING' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. BEING: N00 3332 "W BENCHMARK: CAL TRANS BENCHMARK #8-17 BRASS DISK LOCATED IN SC.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE ROAD. ELEVA TION= 1428.6 09 ENGINEERING J57 N. SHERIDAN STREET SUI TE 117 c� 1 LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 5URVEYING FAX (951) 279-4380 Engineering, Inc. ��' V� \ �\� AMIR H. FALLAHI , RCE 55534 7/30/2019 DA TE No. 55534 Exp. 12/31 /19 T C101 OF CA1 CONSTRUCTION NOTES O1 INSTALL 24" RCP (D-LOAD PER PROFILE) 2O INSTALL 18" RCP (D-LOAD PER PROFILE) I J CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD PLAN NO. 3022 OCONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD PLAN NO. J004 5O CONSTRUCT MANHOLE PER CITY OF FONTANA STD PLAN NO. 3013 6O REMOVE BULKHEAD & JOIN EXISTING RCP IU z O 0 CITY OF FONTANA, CALIFORNIA ON-5I TE STORM DRAIN IMPROVEMENT PLAN N DESIGNED BY.• TRACT NO. 20214 2 SCALE: I/S AS DRAWN BY PLAN & PROFILE DATE: NOTED O JS BM LINE C2 JUL Y 2019 CHECKED BY. APPROVED B : /�E 8/22/19 DRAWING NO: 2 AF Cl TY ENGINEER RCE 51152 5806 2 0 0