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Home My WebLink About5647-111560 1550 1540 1530 1520 1510 0 20 40 80 120 SCALE:1 "=40' 0 R/W C/L R/WP. 1. 51.63' 54.0' � 30+75.00 R/W 28.9' 3.0' I 1550 C/L 0.4' 3.1 , 5'10.0 4.222y co N V- I o r2 � j`0 30.2' - 1 f ' 1 OVE&' ' Nr � 3-23% 5.4 1 0.7' 4.19%41 1500 z 1510 L IQ 00 z �� z N LL_ N I cNc n 2% ox, W OVERLAY �N 1N :1 N l� �A N 1 ,� 30+75.00 R/W PROP. R/W 54.0' 28.5' f 3.5', PROP. R/W 3.0' a 1550 C/L R/WP. 3.1 , 5'10.0 51.63' 54.0' I1 OVMAY 2% ; o r2 � j`0 30.2' - 1 f ' 1 I Nr � 3-23% 5.4 1510 0.7' ' 1500 z 1510 L IQ 1500 1500 I N LL_ N I % 36X 2% 242 OVERLAY lu'_ _ :1 N l� �A N 1 ,� Ln et N N �-`---- 2 T - -- ' O /W C/L Rf�WP. 51.63' 54.0' // 30.4' 3.0' 6' N1.0' ' I o, z z N o OVERLOAY 1 ' X �_L----- 4.20% 2% I ^N I�1 I � L' 30+25.00 R/W C/L Rf�WP. 51.63' 54.0' / 32.7' 1.0'1 7.9 z z 00 I sta �5 1 OVER 8Y ; M I N N I N^ ti LO 2 r- 0 - - EX. POP. R/W C/L R�W 51.63' 54.0' 33.9' --3.0' , 19.2-'-, Si O z 1.0 N u- ' IU LO ' N N I N U - UNDERGROUND SERVICE ALERT o CALL:TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS 1560 1550 1540 1 1530 I 1520 1 1510 1 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 38+75.00 R/W C/L 51.63 PROP. R/W 54.0' 28.5' f 3.5', PROP. R/W 3.0' a 1550 ' 10.5 8 Z z 3.1 , 5'10.0 N u'D_ I O 1.0 w 32.1' I1 OVMAY 2% ; o r2 � j`0 z o 1 N ^ N 1 I Nr � POP. R/W C/L R�W 51.63' 54.0' 36.4' 3.0 11.7' 00 OVERLAY 276 ) 1 pq - I M N N C14 L 38+25.00 PRO R/W C/L R/WP. 51.63' 54.0' 37.5' 201-12.4'' z 1 2- R - a RLAY 2% 1 �5 3.30% 1 I a I N U- N U - Lo 0 SSI R/W C/L 51.63' 54.0' 38.3' PROP. R/W 3.0' a 1550 1550 n 3.1 , 5'10.0 _ 32.1' 1530 `2' o r2 � j`0 z o 1 OVERLAY2% 1 I _ 3-23% -- 1510 ---- 1520 1500 1500 1510 L IQ 1500 1500 I N LL_ N I % 36X 2% 242 37+e6.01 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 ��M EX.P. R/WP R/ R/W 15.0' 30.0' o n' 39.0' 15.0' P. 36+75A0 R EX 15.0'30.0' g 0' 39.0' 15.0' ' 10.0 5•q' 39.0'_, 10 d 1 III 1.65% Lo t2 vo) LO to N �N� N� N u.)�� N 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1560 1550 1550 PROP. EX. R/, _ ROp. 15.0' 30.0' a n' 39 -n' 15 n' PROP.36+25.00 E R/W/WF 15.0' 30.0' o n' 39.0' 15.0' 1560 1560 R/W 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: �o QROFEESS/ow ST FyREINHARD STENZEL RCE NO. 56155 DATE F2� RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: * R.C.E. NO. 56155 r Exp. 12-31-18 Q CARLETON W. LOCKWOOD JR. REC NO. 4 935 DATE APPR. DATE yTF c/V 1� O�� APPROVED BY: OF C A0 1560 1560 1550 1550 z 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1540 1540 a 1550 1550 n 15.0 5'10.0 _ 1530 1530 1540 o r2 o 1.0- 1520 1520 I _ 1530 1530 1510 1510 1520 1500 1500 PROP. EX. R/, _ ROp. 15.0' 30.0' a n' 39 -n' 15 n' PROP.36+25.00 E R/W/WF 15.0' 30.0' o n' 39.0' 15.0' 1560 1560 R/W 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 SEAL -DESIGN ENGINEER PREPARED UNDER THE SUPERVISION OF: �o QROFEESS/ow ST FyREINHARD STENZEL RCE NO. 56155 DATE F2� RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: * R.C.E. NO. 56155 r Exp. 12-31-18 Q CARLETON W. LOCKWOOD JR. REC NO. 4 935 DATE APPR. DATE yTF c/V 1� O�� APPROVED BY: OF C A0 1560 1560 1550 1550 z 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 D. 36+00.00 1 EX. PROP. R/WR W 15.0' 30.0' o n' 39.n' 15_n' DATE 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 34+75.00 1 EX. P. F 15.0' 30.0' 9.0' 39.0' 15.0' 10.0 � 9.0' 30.0' 7710' y45.7' N NN(un N N N _RRWP.� R�yyRRWP. 1f 15.0' 30.0' 9.0' 39_n' is n' f PROP 3 200 EX. 550 , 15.0' 30.0' 18.0' 3n.n' 15 n' PROP. D RX WPROP. R/W / R/W 15.0' 30.0' 18.0' 30.0' 15.0' 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 z 1540 LS 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 O ThienOS En ineerin , Inc. 1717CIVIL ENGINEERING • LAND SURVEYING 14J49 FIRESTONE BOULEVARD QLA MIRADA, CALIFORNIA 90638 LIPH.(714)521-4811 FAX(714)521-4173 CITY OF RIALTO BENCH MARK: NO. 052-88 CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB RETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD (2 ORDER -2 CLASS, 4/01/89) ELEVATION = 1411.793' (N(.W-99 / RUU Tn m un / 1 aw Anil 32+25.00 D. 15.0':130.0' 1560 1560 30.0' 1550 1550 30.0' 15.0 5'10.0 Z z 1540 1540 o r2 .5' 1.0- Y 46.2'1.1 I _ 1530 1530 1520 1520 1510 1510 i N lV� 1500 1500 D. 36+00.00 1 EX. PROP. R/WR W 15.0' 30.0' o n' 39.n' 15_n' DATE 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 34+75.00 1 EX. P. F 15.0' 30.0' 9.0' 39.0' 15.0' 10.0 � 9.0' 30.0' 7710' y45.7' N NN(un N N N _RRWP.� R�yyRRWP. 1f 15.0' 30.0' 9.0' 39_n' is n' f PROP 3 200 EX. 550 , 15.0' 30.0' 18.0' 3n.n' 15 n' PROP. D RX WPROP. R/W / R/W 15.0' 30.0' 18.0' 30.0' 15.0' 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 z 1540 LS 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 O ThienOS En ineerin , Inc. 1717CIVIL ENGINEERING • LAND SURVEYING 14J49 FIRESTONE BOULEVARD QLA MIRADA, CALIFORNIA 90638 LIPH.(714)521-4811 FAX(714)521-4173 CITY OF RIALTO BENCH MARK: NO. 052-88 CITY OF RIALTO BRASS DISC SET IN TOP OF CURB, 4 FEET EAST OF THE EAST END , NORTH-EAST CURB RETURN, 55 FEET EAST OF CENTERLINE TAMARIND AVE. AND 48 FEET SOUTH OF CENTERLINE BASELINE RD (2 ORDER -2 CLASS, 4/01/89) ELEVATION = 1411.793' (N(.W-99 / RUU Tn m un / 1 aw Anil 32+25.00 D. 15.0':130.0' C/L 18.0' 30.0' PROP. 15.0' R/W �5 ' 10. 9.0'9.0' 30.0' 15.0 5'10.0 45.7' amuY 1.0' 3.5' .5' 1.0- Y 46.2'1.1 I 1.0' I00 1.0' i Y i N lV� 1.70% 2% o17i % 36X 2% 242 rn CD C-4 LAN lu'_ _ :1 N l� �A N N N ,� Ln et N N �N � R/W P R%W 15.0' 30.0' 18 0' 30.0' 15.0 5'10.0 9.099.01 1.0' 3.5' ' Y 46.2'1.1 I 1.0' I00 1.0' i Y ; ' z? o17i 2% .06X 0.72% 209% _ N LN NLq2 I .1 �N � 1560 1550 1540 1530 1520 1510 1500 CITY OF FONTANA Last Update: 10/31/17 DWG. N 0. 5647 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-03.dwg CITY OF RIALTO PARCEL MAP 19754 3 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY of SHEETS SECTIONS LLC LCO