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Home My WebLink About5647-91560 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 30100.00 PROP. R/W C/L R/A 15.0 30.5' 9.0' 39.0' 15.0' 5'10.0 2 9� Or 2.8' 48.5' rY{ �5� tD4 lk 114E2 � N NN 1LO LO LP) 117 L� 2!+75.00 PROP. R/W C/L C/L EX. R/WPROF 15.0 39.0' 39.0' 15.0'R W � 5110.0113.1' 15.0' R W 1550 1550 15.0' 5' 10.013.7' 9.0' 49.3' 15.0' 15.0F/ 5'10.0'15.3' 5'10.0'13.7' 49.1' I T 3.5' r6,. .0' i w .0 1540 5.0' 49.9 OVERLAY -n 1540 1540 502 5.59% 1.41% 1.0' 13.8' --1.6' 3.5'- I 1.0' 0'O�A 1.0' 1.2' _ `N c� I i i mRIA`f � i , N C9 Z `` t; 1530 1530 i� 12% 42% 1500 0' 1.0' 1.0, 2.97 2.40% 1.93 1520 _ 1.08 _ iNMAY ;1 1520 1520 N I .- N 04o O OVE y n M 1510 'n o rn N^ N 1510 `Ln. LN 1500 1530 N E2� 1500 1500 UNDERGROUND SERVICE ALERT 2% t2 LO I X ``' O 2 1 PROP. EX. R/W C/L R/W PROP. 15.0 39.0 39.0 15.0 R/W 5'10.0 113.3' 49.1' .5 •0 , Y 0.5' - 1.0' I I mtur i N Z o� 2.76 1.69% _2% , IM CN Of N I CN ul) CN �LO � O /15.0' 30.0' 9.0' 39.0' 15.0 // 5' 10.0 14.9' 5..00'__v v 44 50.3' I t2 a� oLn �n o�> C 27175.00 R/WPROC/L C/L FgWP. 15.0' 30.0' g,0' 39.0' 15.0 // 5'10.0'14.9' r i 5.050.5' 1.0' 3.6' ^. r 2% 2.06% 1.66% (2 pe) I c� N ,� C I ZZ Of�C�Of� N OL O 27+550.00 PROP. R/W PROP. R/W C/L 29+250Pf�OP. 14.7' PROP. 1550 15.0' � 39.0 C L 39.0' 15.0' R W 1550 1550 15.0' 5' 10.013.7' 9.0' 49.3' 15.0' 15.0F/ 5'10.0'15.3' 5'10.0'13.7' Lc) I T 3.5' r6,. ffj'� i w .0 1540 5.0' 49.9 OVERLAY -n 1540 1540 502 5.59% 1.41% 1.0' 13.8' --1.6' 3.5'- I 11 0'O�A 1.0' 1.2' _ `N c� I 1530 i i I I � i , N C9 Z `` t; 1530 1530 1540 12% 42% 1500 0' 1.0' 1.0, 2.97 2.40% 1480 1520 _ C7 iNMAY ;1 1520 1520 N I .- N 04o O OVE y n M 1510 i o `` LotL "' LO 1510 1510 1500 1530 N t2 1500 1500 UNDERGROUND SERVICE ALERT 2% t2 I X ``' -._ 2.23%1 1.46% 2% (F14,<il �CALL:TOLL FREE 1520 6 v, b z 1-800 _ cGo ►� a; r' �rn N o - 227-2600 W 1510 z z r i r- ORul MARK 1500 REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS O /15.0' 30.0' 9.0' 39.0' 15.0 // 5' 10.0 14.9' 5..00'__v v 44 50.3' I t2 a� oLn �n o�> C 27175.00 R/WPROC/L C/L FgWP. 15.0' 30.0' g,0' 39.0' 15.0 // 5'10.0'14.9' r i 5.050.5' 1.0' 3.6' ^. r 2% 2.06% 1.66% (2 pe) I c� N ,� C I ZZ Of�C�Of� N OL O 27+550.00 PROP. R/W C/L 50.0' PROP. 181.0 30.0' 15.0 R/W C/L V110.0'14.7' 14.7' PROP. / P. � C/L RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - POP. 15.0' 30.0' 9.0' 39.0' 15.0' 15.0F/ 5'10.0'15.3' 5'10.0'13.7' Lc) I 11') 3.5' r6,. ffj'� i li 3.5' .0 0 ' 5.0' 49.9 .0 1.0' OVERLAY 502 5.59% 1.41% 1.0' 13.8' Y 0' 11 0'O�A 1520 I Y 1.0' i I I 50 8' 1510 35 1540 1540 1500 0' 1.0' 1.0, "uy' 4.3r 1.0 13.2' 1480 00 C7 iNMAY i N I co . OVE y n M T i N O SNI ( ^`x �L.� Z I 1530 N t2 Ln LO 2% t2 I X ``' -._ 2.23%1 1.46% 2% I 1520 6 v, b z _ cGo ►� a; r' �rn N o � W 1510 z z r i r- ORul 1500 1500 27+25.00 PROP. Pf�OP. R/W C/L / 15.0' 30.0' 9.0' 39.0' 15.0'R W 5'10.0'14.9' ,5.0' _11.0 4.0 50.7' 25+75`00 PROP. C/L 50.0' PROP. 181.0 30.0' 15.0 R/W sF ,L V110.0'14.7' 14.7' PROP. / P. � C/L RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - POP. 15.0' 30.0' 18.0' 30.0' 15.0' 1.0' 5'10.0'15.3' 4.3 Lc) 9.019.01 11') 3.5' r6,. ffj'� -O'OM li 3.5' 1520 0 ' I ! G .0 1.0' OVERLAY ;r r 502 5.59% 1.41% 1.0' 13.8' i 0' 11 0'O�A 1520 I Y i I I 50 8' 1510 5 1540 1540 1500 0' 55 1.0, "uy' 2% 1.0 13.2' 1480 N ., iNMAY co . OVE y n M T i M U-�^� M O �� SNI ( ^`x �L.� Z C.7 W 1530 1530 t2 Ln LO t2 I 2% 1520 1520 % 3.26% b z _ �EQ o6 � W 1510 z z r i ORul 1500 1500 PROP. C !L 50.7' PROP. R/W 15.0' 30.0' 18.0' 30.0'30.0' 15.E R W 5'10.0'14.9' 9.0' 9.0' 3.5' --- _1-.0' 1.0'V58' . r mby 1.0' 1.0'OVERlA II 1.0' 1.0' 13.8' , I - 47 OVEM� 100 M _d M �� L 23+25.00 PROP. R/W15. 0' 30.0' C/L 50.0' PROP. 181.0 30.0' 15.0 R/W sF ,L V110.0'14.7' 14.7' 9.0' 9.0' P. � c, 0 �1, RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - POP. 30.1' 32.8' 0' I I Z OX 1.0' � ,2 4.3 Lc) 1530 11') mby 1.0 ffj'� -O'OM li 3.5' 1520 '4,L I ! G W 1.0' OVERLAY 502 5.59% 1.41% 1.0' 13.8' i 5r � .2 11 1520 1510 Y i I I 50 8' 1510 ; 1540 1540 1500 0' 55 3.5' -- "uy' 2% 1490 1480 ., 1.43%F . n M T M U-�^� M O �� SNI ( ^`x �L.� Z C.7 W 1530 1530 t2 Ln LO t2 0 �j 50.3' PROP. R/ W15.0' 30.0' 18.0' 30.0' 15 0 R/W W 5'10.0'14.4' 9.0'9.01 -1.0, 3.5' _1,0' 6.3' r OVERUY 1.0' -- 1.0 N 1.0' � r rKuy I ( ^ V 7y82X 1.0 13.9IF I � .52t __7 rri y� n 2wi V) Lo U 1550 1540 1530 1520 1510 1500 1490 21 125.00 R/W �C/L 49.9' ��WP. 49.87' 54.0' 33.4' 36.1' r 8.5' 3' N OVERLAY OVERLAY lt� _ IL z 00 to �� {L7 21+00.00 R/W �C/L 49.9' ��WP 49.87 54.0' Z 32.3' 35.0' 0 4.7'-- 10.3' I ^ OVERLAY nvER�a� N 1540 sF ,L 1540 M� 1560 P. � c, 0 �1, RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - POP. 30.1' 32.8' .0• I I Z OX R W � ,2 4.3 Lc) 1530 11') 1550 1550 ffj'� 1530 1520 '4,L I ! G W 502 5.59% 1.41% 2% 20+75.00 RAW 1C/L 49.9' POP. 49.87 54.0, W 31.5' 33.7' 3.0' r 4'�r i ! I 1 .2' 1.0' 1.0' I I� z OVERLAYOVERLAY I i`^ _ 150 �% 4.427G 2% it I N O O N I I 25+00.001 +7 I EX W mom PROP. 49 9 1560 1560 - R C L W 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1Fnn 19;nn 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1r1nn loan 1550 1540 1530 1520 1510 1500 1490 1550 1540 1530 1520 1510 1500 1490 1550 1540 1530 1520 1510 1500 1490 1550 1540 49.87' 54.0 1540 4 Thieves En inee -Ing, Inc. CIVIL ENGINEERINGND SURVEYING On 14349 FIRESTONE BOULEVARD Ml DA, CALIFORNIA7>4)5 D6 47,3 L7LJPH-(714)521-4811 1560 P. � 27+00.00 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - POP. 30.1' 32.8' .0• APPROVED BY: ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE 1540 R W i g' 4.3 5. 1530 15.0 1550 1550 ' 10.0'13.7' 1530 1520 '4,L I ! G 1520 502 5.59% 1.41% 2% 5.633 11 1520 1510 Y i I I 50 8' 1510 ; 1540 1540 1500 0' 1490 3.5' -- 1490 1490 1480 1 Or 4.9'-ki 1530 1530 2% 1.265 1520 1520 N MI b z ,o��,�,°r�°�' �EQ o6 � W 1510 1510 1500 1500 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1r1nn loan 1550 1540 1530 1520 1510 1500 1490 1550 1540 1530 1520 1510 1500 1490 1550 1540 1530 1520 1510 1500 1490 1550 1540 49.87' 54.0 1540 4 Thieves En inee -Ing, Inc. CIVIL ENGINEERINGND SURVEYING On 14349 FIRESTONE BOULEVARD Ml DA, CALIFORNIA7>4)5 D6 47,3 L7LJPH-(714)521-4811 � RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - 30.1' 32.8' .0• APPROVED BY: ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE 1540 1530 i g' 4.3 I i 1530 I~ 1.0' 1.0' r OVERLAY 8.1 I z I •" 4 1530 1520 OVERLAY I ! G 1520 502 5.59% 1.41% 2% 11 1520 1510 - rn00 i I I 1510 1510 1500 oN c� .n `` oN �n 1500 1500 1490 1490 1490 1480 --- -- 1480 24+75.00 22+50.00 20+2;3.00 IDou IJOu 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1490 IJJu IOOu 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 loon loan 1550 1540 1530 1520 1510 1500 1490 0 20 40 80 120 SCALE:1 "=40' CITY OF FONTANA Last Updote:10/31/17 DWG. N0. 5647 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-01.dwg CITY OF RIALTO PARCEL MAP 19754 1 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY of SHEETS SECTIONS hLC E, SIiTE 630. _ ___ ____ PPD N0. 2453 PLAN No. SEAL -DESIGN ENGINEER o QROFESS/Oryq� RD ST Fye, yt R.C.E. 12 1-18 r * s Exp. 12-31-1 s Q q�F SIV 1� O�� OF C A�\� PREPARED UNDER THE SUPERVISION OF: l - Io _3 �_ �� REINHARD STENZEL RCE N0. 56155 DATE 4 Thieves En inee -Ing, Inc. CIVIL ENGINEERINGND SURVEYING On 14349 FIRESTONE BOULEVARD Ml DA, CALIFORNIA7>4)5 D6 47,3 L7LJPH-(714)521-4811 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARL ON W. LOCKWOOD JR. REC NO. 45935 ATE - APPR. DATE APPROVED BY: ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RCE 54931 DATE 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) n ENATION = 1411 77V fNnrt1_�o / ow Tn ni un / iwa Ani 1 FOR: c 500-N_, 0 20 40 80 120 SCALE:1 "=40' CITY OF FONTANA Last Updote:10/31/17 DWG. N0. 5647 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-01.dwg CITY OF RIALTO PARCEL MAP 19754 1 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY of SHEETS SECTIONS hLC E, SIiTE 630. _ ___ ____ PPD N0. 2453 PLAN No.