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HomeMy WebLinkAbout5769-7d 104J9194 LATI C2+1 V 5=1654. n is mum iii---- • i • om i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� iiiiiiiiiiiiiiii i i . iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ii iiiiiiiiiiiiiiii ====== = �=================================== 10+ 00 SEE SHEET 3 LOT -C - PRIVATE DRIVE AISLE � INT 10+41.27 LINE C2= FOR PLAN 10+00.85 LAT C2-1 & PROFILE SEE SHEET 3 LINE C �� INT 10+00.00 LINE C2=r� 13+71.85 LINE C _--- 16 M INT 10+39.94 LINE C2= ='Nw�:wirAw= FOR PROFILE SEE RIGHT ABOVE LA T C2-1 11 +00 ST STA 15+71.60 VENETO DRY � CB #C-25 �J W=7' V=7.2' FOR PROFILE SEE RIGHT ABOVE LAT C2-2 12+ 00 TR 202 / f1---F fir] 15 �� o X�. o N VENETO DRIVE 15 ! - — -I - - IMEM ■■■� o R/W J 10+42.66 11 _ MH #12 I ST STA 15+83.28 VENETO DRY � CB #C-24 �J W=21;• V=5. 0' 13+00 R/W�---- 14 N8979'07"E 13 � i — — I — i — M--IRp -T-M 8" WA TER BY OTHERS TR 02 / f1 2 PA l 5 LINE C2. M 14+00 8" S WE R BULCKHEAD (r 1��:\1 I TURLEY WAY 15+00 10+00 CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT 0 26 4647" 45.00' 21.03' 10. 71' 0 88°12'18" 45.04' 69.33' 43.65' LINE TABLE NO. BEARING LENGTH OA N6354'06"W 44.16' © N89'19'07"E 294.59' © N36 33'47 E 25.59' OD NI354'I3"W 21.29' PROFILE SCALE HORZ.• I" = 40' VERT• 1 " = 4' 10+00 CONSTRUCTION NOTES INSTALL 30" RCP (D-LOAD PER PROFILE) INSTALL 24" RCP (D-LOAD PER PROFILE) INSTALL 18" RCP (D-LOAD PER PROFILE) 11 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. DWG. NO. 3013 13 CONSTRUCT CURB OPENING CA TCH BASIN PER Cl TY STD. DWG. NO. 3004 14 CONSTRUCT TIMBER BULKHEAD PER DETAIL ON SHEET 2 on SCALE.- 1 "= 40' a 0 0 40 80 ELk18-0004° 9 0 p O PREPARED FOR: BASIS Of BEARING ENGINEERING 357 N. SHERIDAN STREET CITY OF FONTANA CALIFORNIA z SHOULD CONSTRUCTION OF REQUIRED SUITE 117 pFESS/p THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE a QR Nq IMPROVEMENTS NOT COMMENCE 1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, K LAND PLANNING CORONA, .1 CA279-1800 92880 ���0\� N. Fq�� � o WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES PER PARCEL MAP N0. 19434, P.M.B. 242/97-98. SURVEYING FAX (951)> 279-4380 9y STORM DRAIN PLANS o APPROVAL SHOWN HEREON AND 980 MONTECITO DRIVE, SUITE 302 BEING: N003332"W Engineering, Inc. No. 55534 DESIGNED BY. TRACT NO. ZO%53 SCALE. DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, AS NOTED CORONA, CA 92879 BEFORE 0 DAYS BEFORE THE CITY ENGINEER MAY REQUIRE BENCHMARK: * * LINE C2 -STA. �0+00.00 TO STA. �4*48.6� 951 817-3545 s P DRAWN BY DATE.• REVISIONS TO THE PLANS TO BRING ( ) T clo, YOU DIG YOU DIG THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 ` \\� 01�23�19 9TF�F CAL�F�JS BM LAT r2"1 & C2 2 JAN. 20]76� TOLL F R E E DIAL 811 CONDITIONS AND STANDARDS IN BRASS DISK L OCA TED IN S. C. E. TOWER LEG L OCA TED 343' N/0 /-210, 0. 2 CHECKED BY.• APPRO-V BY. DRAWING NO: A PUBLIC SERVICE BY EFFECT. MILES WEST OF SAN SEVAINE RDOAD. AMIR H. FALLAHI , RCE 55534 DATE DATE 1/24/2019 UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION ENGR. DATE CITY DATE ELEVATION=1428.609/TY ENGI cER RCE 5115257693 a