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HomeMy WebLinkAbout5769-301 miff No TE CONTRACTOR TO VERIFY ELEVATION AND - ----------- LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF DIFFERENT THAN- ----------- ----------- ----------- ----------- 10+ 00 D� INT 638+15.01 LINE B= 19 9+95.02 LINE C 9+99.95 MH #1 X �o I EXISTING GAS EXISTING WATER PER-------- C I I FONTANA WATER COMPANY 108" RCP STORM DRAIN PER DWG. NO. 5765 10" SEWER PER PER DWG. NO. 5764 * NOTE CONTRACTOR TO VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF DIFFERENT THAN PLAN. TOLL FREE "Mm" DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ICI Il, I I + III "I 416' SUMMIT AVENUE 18 12+00 v cN E � LOT 'C' (PRI VA TE D DRIVE AISLE) INT 10+56.95 LINE C= 15 \ 10+00.00 LA C-9 10+44.88 END PIPE/EC 14 EX. R/W � INT 11+78.86 LINE C= WYNDHAM LANE BRICK & MORTAR BULKHEAD 10+00.00 LINE C1 TR 02 l 11—F FA l" 7 SCALE 1 "-40' 0 40 80 120 160 10+61.08 OUTLET STRUCTURE 21 FOR PROFILE SEE SHEET 10 LINE C—BIF INT 11+77.84 LINE C= 1 10+00.00 LINE C—BIF 11+85.06 1 MH #2 18 LINE C PREPARED FOR: SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE 1 FT 74.341 L/NE C Ln n Mf Ir"Milm'MIMd 11 +00 ll\JFJ-I fRA TlOJ\l 53,11 vll\l Prr fi-' f�0Urrl rRII DJJ\lr Pl l-INS y STA 10+56.95 LINE C 13 \ � CB #B-6 W=3.5;• V=5' l G FOR PROFILE SEE SHEET 10 LAT C-9 S=165.. 46 13+00 R 02l �l —F FA 15 P/L 3 FOR PROFILE 1 5 SEE HEREON LINE C1 P/L � A N 412.61 14+00 15+00 SEE SHEET 7 VENETO DRIVE SEE SHEET 7 LINE C2 INT 13+71.85 LINE C- 15 10+00.00 LINE C2 � 14+21.50 EC 16 MH #3 A R/W 1 R/W B l L� 1 60' Z� �r 30' 30' Zi 1 Z of Zi MATCHLINE SEE SHEET 4 16+00 =1011 IN■1■e am" MIEN IMPRIN maul'. a 10+00 LINE TABLE NO. BEARING LENGTH OA NO 40'53"W 307.05' © N89 °19'07"E 178.50' © N44 30'19 "E 8.28' OD N44'19'07"E 9.54' OE N89 °19'07"E 8.50' OF N44 °19'07"E 20.52' © N89 °19'07"E 5.22' CURVE TABLE NO. DEL TA RADIUS LENGTH TANGENT O 45'11 '11 " 45. 00' 35. 49' 18. 73' O2 90 00'00" 45.00' 70.69' 45.00' O 45 00'00" 45.00' 35.34' 18.64' ® 45 00'00" 45.00' 35.34' 18.64' STA = 16+00.00 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 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 WITHIN TWO YEARS OF THE DATE OF LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEYING FAX (951) 279-4380 APPROVAL SHOWN HEREON AND 980 MON TECI TO DRIVE, SUITE 302 BEING: N003332"tV Engineering, Inc. CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING CORONA, CA 92879 (951) 817-3545 BENCHMARK: \\�� THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CALTRANS BENCHMARK #8-17 ` 0112 119 CONDITIONS AND STANDARDS IN EFFECT. REV. REVISION DESCRIPTION ENGR. DATE CITY DA TE 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 Ty :5 PROFILE SCALE HORZ.• 1 " = 40' VERT• 1 " = 4' 11 +00 CONSTRUCTION NOTES 1� INSTALL 6.5' X 4' RCB PER SPPWC STD. PLAN 390-1 INSTALL 36" RCP (D-LOAD PER PROFILE) INSTALL 18" RCP (D-LOAD PER PROFILE) 13 CONSTRUCT CURB OPENING CA TCH BASIN PER Cl TY STD. DWG. NO. 3004 14 CONSTRUCT TIMBER BULKHEAD PER DETAIL ON SHEET 2 15 CONSTRUCT JUNCTION STRUCTURE PIPE TO RCB PER SPPWC STD. PLAN 333-2 16 CONSTRUCT MANHOLE CONCRETE BOX PER SPPWC STD. PLAN 323-2 18 CONSTRUCT BIFURCA TION STRUCTURE PER SPPWC STD. PLAN 322-2 & DETAIL ON SHEET 2 19 CONSTRUCT MODIFIED MANHOLE STRUCTURE PER DETAIL ON SHEET 2 21 CONSTRUCT OUTLET STRUCTURE PER FLARED END SECTION CAL TRANS STANDARD NO. D94B No. 55534 M DESIGNED BY.• * JS T ciDRAWN BY OF CAL�FJS E CHECKED BY.- ELPC18-000049 0 CITY OF FONTANA, CALIFORNIA z STORM DRAIN PLANS SCALE TRACT NO.20153 AS NOTED LINE C - STA. 9+95.02 TO STA. 16#00.00 DA TE: LINE C1- STA. 1nf00.000 TO STA. 10#44.88 JAN. 2019 BY. I /, 1/24/2019 DRAWING N0: 3 DATE CITY ENGINEER RCE 51152 5769 �2 3 a