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HomeMy WebLinkAbout5647-120 20 40 80 120 SCALE:1 "=40' UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 37+05.!1 t r t 37+75.00 C/L 45.7. PROP. RW 54.0 38.9' 2.0' 3. 1.0' 3.9 c62 K uY _ 2.49% Z N N N I I OLJi 119 t.2 37+60.00 C/L R�Wrw 39.0' 1 0 45.7 Go cm c, 0my % 1.76% - - N D 37+25.00 C/L RWF 15.0' 30.0' 9.0 39.0' 1 15.0' ' 10.0 5 39.0' 8' 45.7' 1.0x to to to N t O Nu. N LNi 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 ' 1560 1560 9.0' 8.6 1550 1550 30.0' 1550 1550 9.0 ' 9.0' 1540 1540 1540 _ 1530 1530 1.0, o ox z 1520 1520 0.5' W OYEiY 1.7- ; ; N 1510 1510 2% 1500 1500 PROP. 35+nw P ( R W R V 15.0' 30.0' a n' 39.0' 15.0' tC Ln r ' 1560 1560 9.0' 8.6 39.0' 15.0' ' 10.0 0.6 30.0' 1550 1550 9.0 ' 9.0' 1540 1540 _ 1530 1530 I1.0-'-,I 1.0, o Z E 1520 1520 R/WP. L PROP/W. 15.0' 30.0' 9.0' 39.0' 15.0' ZEX. PROP. '� C/L R/WR/WP. 15.0' 30.0' 9.0' 39.0' 15.0' P. 36+00.00 EX. PROP R/WR/W 15.0' 30.0' 9.0' 8.6 39.0' 15.0' ' 10.0 0.6 30.0' 30.4' 1.0', 9.0 ' 9.0' 45.7' ' %MY 0!1.0'45.7' ' I1.0-'-,I 1.0, „ I 1.0, 1.0' 0.5' Y OYEiY 1.7- ; ; N 04% 2% 2% LO 2.38% - 2% % 99 -- , 2 t I 2.16% N q co 61 ^ WXN a Z N~N�N� LO ,n r � Ln 04 1510 1510 1500 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 PROF. R/W15.0' 30.0' 1 .0' 30.0' PROP. 15.0R/W 5110.0 9.0'9.o'- 45.7' 30.0' 15.ORL 1.0', 9.0 ' 9.0' 45.7' ' %MY ' I1.0-'-,I 1.0, „ I 1.0, 2 Y 1.7- I 04% 2% 2% 2,85 2.58X - N NOO , 2 t I Ll_o 04 LO O M 00 rh � co 12N WXN y N~N�N� LO ,n r � Ln 33+25.00 R/W 15.0' 30.0' 18.0' 30.0' 15.08 5'10.0'9. 9.0,9 .0' 30.0' 15.ORL 1.0' 9.0 ' 9.0' 45.7' OKAY 5. I 1.0' I 1.0, 2 Y 1.7- I I1.99% 2% I 2 .7X N NOO , 2 I :1 S Ll_o 04 LO L ul) WXN y r7 L j a0 N� N E2N u, 0 O 32+75.00 C/L PROP. 5.0' 30.0' 18.0' 30.0' 15.OR/W 10.0~9.0'9.0' -- 45.7' 1.0' -j OYEI�AY 5'' 1.0' 1. N� Y 'LO 15% 2% .81X 2.77% - :t M LO ^ O ul E2 O r\ N N to N E2 Lo 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: O , �o QROFESS/pNq� p. �_„ Thienes Engineering, Inc. D ST�ek" REINHARD STENZEL RCE NO. 56155 DATE1)© CIVIL ENGINEERING e LAND SURVEYING 'L RECOMMENDED FOR APPROVAL BY LOCKWO D ENGINEERING: 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 Of * R.C.E. NO. 56155 r- *10 PH. (714)521-4811 FAX(714)521-4173 Exp. 12-31-18 Q CA LETON W. LOCKWOOD JR. REC N 4 9 DA- CITY OF RIALTO BENCH MARK: NO. 052-88 MARK REVISIONS APPR. DATE -A Civ 01 APPROVED BY: CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB O DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS F OF C A\1�FRETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. FOR: (2 ORDER -2 CLASS, 4/01/89) 50C ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE ELEVATION = 1411.723' (NIM -29 RIALTO 1 Last Update: 10/31/17 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-04.dwg CITY OF RIALTO PARCEL MAP 19754 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY SECTIONS LLC CITY OF FONTANA DWG. NO. 5647 REALUU �ESUITE 630�7PPD NO. 2453PLAN No. CA 9966049-77078P9 4 OF 4 SHEETS P�WP POP. /WP15.0' 30.0' 8 0' 30.0' 15.ORL 5'110.0 9.0 ' 9.0' 45.7' 1.0' , , OWRUY I 1.0' I , 1.0 1.7- �, OYFRIAY I % 16 2 2% - y r7 L j a0 N� N E2N u, 0 04 4 Ln to 04 Ll to 32+75.00 C/L PROP. 5.0' 30.0' 18.0' 30.0' 15.OR/W 10.0~9.0'9.0' -- 45.7' 1.0' -j OYEI�AY 5'' 1.0' 1. N� Y 'LO 15% 2% .81X 2.77% - :t M LO ^ O ul E2 O r\ N N to N E2 Lo 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: O , �o QROFESS/pNq� p. �_„ Thienes Engineering, Inc. D ST�ek" REINHARD STENZEL RCE NO. 56155 DATE1)© CIVIL ENGINEERING e LAND SURVEYING 'L RECOMMENDED FOR APPROVAL BY LOCKWO D ENGINEERING: 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 Of * R.C.E. NO. 56155 r- *10 PH. (714)521-4811 FAX(714)521-4173 Exp. 12-31-18 Q CA LETON W. LOCKWOOD JR. REC N 4 9 DA- CITY OF RIALTO BENCH MARK: NO. 052-88 MARK REVISIONS APPR. DATE -A Civ 01 APPROVED BY: CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB O DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS F OF C A\1�FRETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD. FOR: (2 ORDER -2 CLASS, 4/01/89) 50C ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE ELEVATION = 1411.723' (NIM -29 RIALTO 1 Last Update: 10/31/17 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-04.dwg CITY OF RIALTO PARCEL MAP 19754 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY SECTIONS LLC CITY OF FONTANA DWG. NO. 5647 REALUU �ESUITE 630�7PPD NO. 2453PLAN No. CA 9966049-77078P9 4 OF 4 SHEETS