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HomeMy WebLinkAbout5647-101560 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 C/L' Pf�OP. 15.0' 30.0' 18.0' 30.0' 15.0 R W 10.0 11 U.9'9.0' 9.0' 46.9' 1.0' M�RIAY 5' ; 0 1.0' 1.0' 0.4' Y' N � 2% I % 2.63 � 1.76% 1 O N CO N] �/I N 04 LO cqCN 31+00.00 C/L 15.0' 30.0' 18.0' 30.0' 10.0 ' 1.0' 47.3' N�ERUr 1.0' 1.0' f 0.2'- q r 21 % 3.101 1.60% " LLn O 000 0) M O tN � C14 � LL_ 30+75.00 CL R" W15.0' 30.0' 18 0' 30.0' 1R .0 R/WP. 5' 10.0-~ 9.0'9. 0. 15.0' 39.0' 39.0' 39.0' 15.0 46.5' 115.0 5' 10.012.4' 9.0' 39.0' c 1.0' Z y-1.ObYERUr mby I 1. I 1. 1.0' 0.1' -=0.1, I 2.63% 2% 1.42%� 5.0' �` ,N 04 14 7cc,u �- � OV C C14 C14CL ul LO LO '� �- X w R/WPROC/L R�WPROP. R W 15.0' 30.0' 18.0' 30.0' 15.0' R/W 5010.0 9.0' 9.0' ' 47.9 R f 5' fir 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS PROP.C/L R C/L C/L RX//;,�P/WP. 15.0' 39.0' 39.0' 39.0' 15.0 15.0' 115.0 5' 10.012.4' 9.0' 39.0' c CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i Z y-1.ObYERUr ALO 1.0' 15.1' N -=0.1, 0' CMSN Qoc 5.0' �` ,N NAY C14 L+- NAY N -5.0' LN a 1.0' I 2% forI .0' 1.0' I 0.3' I OYERIAY - I 2.2' 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 UNDERGROUND SERVICE ALERT CALL:TOLL FREE 1-800 227-2600 MARK REVISIONS TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: HL DRAWN BY: VC CHECKED BY: RS PROP.C/L R C/L C/L RX//;,�P/WP. 15.0' 39.0' 39.0' 39.0' 15.0 15.0' 115.0 5' 10.012.4' 9.0' 39.0' 1 . CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i 49.5' y-1.ObYERUr I 1.0' 15.1' 0f -=0.1, 0' Qoc 5.0' 1 1.0 NAY 1.0' 13.3' I NAY 3.5' -5.0' 5' a 1.0' I 2% forI .0' 1.0' I 0.3' I OYERIAY - I 2.2' 0, _ ' 1.0' 2 1.6' d' n O d "? r cn �/I LL (p Z_ I N� Zz 1.0' N T (0 'O 04 � Kur 2.68% L Lo tlO Ln 3.12% -2% � M 1.0� 'O :1 O z O � N f2 CV � c; 2% ' _ LS 2.27% _ _ t2 to Of � 1 % 82 I 1Mr') 2.99% -2% C M n*76%1111•'�i N I O O CO N N N l� E2C?L[Ln M I� .1 I 04 cc LO C*4 CD N o LO Li 28+75.00 R�WP C/L C/L a• PROP. 15.0' 39.0' 5'10,015.0' 39.0' 1 5. 15.0' ' 10.0"14.3', 9.0' 39.0' 1 . CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i 49.8' y-1.ObYERUr I 1.0' 15.1' 0f -=0.1, 5'10.0'114.3' Qoc 5.0' 5' 1.0 NAY 1.0' 13.3' I p 3.5' -5.0' 50.1' a 1.0' I 2% forI .0' 1.0' I I OYERIAY - I 2.2' 0, _ ' N 2 3.2' d' n O d "? r cn �/I LL (p Z_ u� 1.0' N T (0 'O 04 � 2% 2.68% L Lo tlO Ln 3.12% -2% � M 1.0� 'O :1 O z O � N f2 CV � c; 2% ' _ LS 2.27% _ _ t2 to Of � 1 R�WP C/L 30.0' 9.0 39.0' C/L / R/WP. 5',10.0 15. ' 5'10,015.0' 9.0' 0' 50.1' ' 15.0' 30.0' 9.0' 39.0' 1 . CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i 0' y-1.ObYERUr I 1.0' 15.1' , 7.0' Y 5'10.0'114.3' Qoc 5.0' 5' 1.0 1.0' 13.1 1.0' 13.3' I p mby -5.0' 50.1' a It I 2% forI .0' 1.0' 2.9' I ; - I I 0, _ 50.0' cn O tO 12 3.2' d' n O d "? r cn �/I LL (p Z_ u� 1.0' N T (0 'O cn qI � N mby L Lo tlO Ln 0my � �; L2 1.0� U ~ 2% 2% 1.45 2% _2V I.39%� L27. 2% 2.57% , 2.27% _ _ - �• Of � 1 NO � I 1Mr') t00 C M n*76%1111•'�i y ul '2 E2C?L[Ln Z Olal Z u Nc6iva cc co N� CD N o Li � to ,N� 28+25.00 R/WP 15.0' C/L 30.0' 9.0 39.0' C/L 18.0' 30.0' EX. RRWP. 15.0R 5',10.0 15. ' 5'10,015.0' 9.0' 0' 50.1' 180 9.0'9.0' 3 W 3.5' 5'10.0'14.5', CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i 0' y-1.ObYERUr 0'I)M 1.0' 15.1' , 7.0' Y Y p- Qoc 5.0' 1.0 1.0' 13.1 1.0' 13.3' I iKulto mby %wy 50.1' a It I 2% Y 1.0 .0' 1.0' 2% 3.05% . 1 - I I 1.0' 3.09% cn O tO 12 3.2' d' n O d "? r cn �/I LL (p Z_ u� � N T (0 'O cn qI � , mby L Lo tlO Ln � �; L2 U ~ 2% 2% _2V I.39%� L27. 1.40% , - �• Of � 2.31 % NO � 2.07% �2% 1 - L n*76%1111•'�i y ul '2 E2C?L[Ln Z z O� Zz u cc co cun- LC N O a0 O N o Li O C14 t2 �2 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 PLOP. C/L R W 15.0' 30.0' 9.0 39.0' 15.0' r5,10.0 15.1' 50.9' 0' ' Y I O� cn to in oo ,n o z 2 8 0 PROP. R/W15.0' .0' C/L 18.0' 30.0' PROP. 15.0'R/ W 5',10.0 15. ' 5'10,015.0' 9.0' 0' 50.1' 180 9.0'9.0' 3 W 3.5' ~ 3.5'� CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i 0' y-1.ObYERUr 0'I)M 1.0' 15.1' , 7.0' Y Y 1.0,mb Qoc I 1.0 1.0' 13.1 1.0' 13.3' I iKulto %wy 5.6' a I I 2% Y 1.0 2% 3.05% . 1 - I I 1.0' 3.09% cn O tO 12 u r%:cn LL d' n O d "? r cn �/I LL (p Z_ E2 u� � N T (0 'O 1560 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1560 1550 1540 1530 1520 1510 1500 1560 1550 1540 1530 1520 1510 1500 24+50A0 PROP. R/W 15.0' 30.0' C L 18� 51'0' 30.0 PROP. 15. R/W X 5'10,015.0' 30.0' 180 9.0'9.0' 3 W 3.5' CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i 0' y-1.ObYERUr 1.0' 46.2' 15.1' 5'110.0'15.0' Y 1,0 Qoc I 1.0 °' 1.0' 13.3' c� z z I ! " o 5 0mby 1.0' y 5.6' , , 5.8' 1480 I Y 1.0 OYWy 2N� 1.0'OY b I I 1.0' 3.09% 13.9' 1.0' 13.8' I I , E2 i N T (0 'O cn qI � , mby L Lo tlO Ln � �; L2 24+00.00 PROP. 1540 C L 50.8' PROP. �R/W R/W15.0' 30.0' 180 30.0 15.0 3 0 CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i zz LS 5' 10.0 15.1' 5'110.0'15.0' 0' 3.5' 1520 1510 °' y _9.0'9. 0' �1.•�0' 1.0' y 5.6' , , 5.8' 1480 1480 Y 1.0 pyo 1.0'OY b I I 1.0' 1.0' 13.9' 1.0' 13.8' I I I I .6 E2 i OYF)ifA , mby 2.65M~ U ~ 2% 2% _2V I.39%� 1.16 , - �• Of � M NO � 00 � (00 fO N I Z O 1 L n*76%1111•'�i y ul '2 E2C?L[Ln Z z O� Li t2 23+75.00 PROP. 1540 C/L 50.T � PROP. R/W15.0' 30.0' 1801 3 X15. R/W 1530 0 CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i zz LS 5' 10.0 15.1' 9.0'9.0 3.5' 1520 1520 1510 °' 1500 �1.•�0' 5.6' 1480 1480 Y 1.0 pyo I 1.0' 1.0'° mby 13.9' I I o 2.65M~ 2% _2V I.39%� , cc 1* 14-N Of � M NO � 00 � (00 fO N I Z O z 1560 1550 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1490 R/W Cl/L 49.9' R/WP. 49.87' 54.0' 37.8' 39.0' 3.011 13.1' X5.3' I 14.3' � ICD tri co zz OVERLAY OVERI°AY H I �� o E 0% % 2% .93% I ND N LNi. a0 N Lcq O I I t!) LO N l� N X. 22+00.00 R W C/L 49.9' 1540 49.87 36.7 38.8 1530 12,0' I 1.0, 1.0' 14.2' OVERLAY OVERLAY 1520 2% 2.7�05%16 1510 I 72. 04�y N 1500 L.2 1490 1480 1560 1540 1550 1530 1540 1520 1530 1510 1520 1500 1510 1490 1500 1480 1550 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1490 1490 1480 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1490 1490 1480 1480 EX. 21+'50'00 PROP. 1560 1540 R/W 49 87' C/L 54 R W .31 1540 1540 34.5 37.2 1550 1530 9.6' 12,7' ' ' 01 1530 1530 I 1.0' 1.0 ��z OVERLAY OVERLAY I o 1540 1520 50% 2X 1520 1520 _ 29' .1 N 5 J.k 1530 1510 O ,�' ' 1510 1510 O I I nN C14c_14 '0Lt 1520 1500 1500 1500 1510 1490 1490 1490 1500 1480 1480 1480 19+50.00 19+25.00 1540 1530 1520 1510 1500 1490 1480 1540 1530 1520 1510 1500 1490 1480 1540 1530 1520 1510 1500 1490 1480 1540 1530 1520 1510 1500 1490 1480 0 20 40 80 120 CITY OF FONTANA SCALE:1 "=40' Last Update: 10/31/17 DWG NO 5647 1540 1540 J 2' 1530 1530 0 CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i zz APPROVED BY: ROBERT G. EISENBEISZ. PUBLIC WORKS DIRECTOR CITY ENGINEER. RCE 54931 DATE FOR:/ M CEwo 500�Np�Qi 1520 1520 1510 1510 1500 1500 1490 1490 1480 1480 1540 1540 1530 1530 1520 1520 1510 1510 1500 1500 1490 1490 1480 1480 EX. 21+'50'00 PROP. 1560 1540 R/W 49 87' C/L 54 R W .31 1540 1540 34.5 37.2 1550 1530 9.6' 12,7' ' ' 01 1530 1530 I 1.0' 1.0 ��z OVERLAY OVERLAY I o 1540 1520 50% 2X 1520 1520 _ 29' .1 N 5 J.k 1530 1510 O ,�' ' 1510 1510 O I I nN C14c_14 '0Lt 1520 1500 1500 1500 1510 1490 1490 1490 1500 1480 1480 1480 19+50.00 19+25.00 1540 1530 1520 1510 1500 1490 1480 1540 1530 1520 1510 1500 1490 1480 1540 1530 1520 1510 1500 1490 1480 1540 1530 1520 1510 1500 1490 1480 0 20 40 80 120 CITY OF FONTANA SCALE:1 "=40' Last Update: 10/31/17 DWG NO 5647 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-02.dwg • • CITY OF RIALTO PARCEL MAP 19754 2 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY OF 4 SHEETS SECTIONS LLC ER SUTE 630. ___1PPD N0. 2453 PLAN No. SEAL -DESIGN ENGINEER QROFESS/pNdl RD S <`' ti ?, rn i * R.C.E. N0. 56155 r * ,r Exp 12_31-18 Q qJ OPV 1� �� F O OF C A\, PREPARED UNDER THE SUPERVISION OF: /7 REINHARD STENZEL RCE NO. 56155 DATE , 0 lhienes Engineenn Inc. , CIVIL ENGINEERING •LAND SURVEYING L71 14349 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 90638 L7LJ PH. (714)521-4811 FAX(714)521-4173 RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: CARLETON W. LOCKWOOD JR. REC NO. 45935 DATE CITY OF RIALTO BENCH MARK: N0. 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 = 1411.723' (NGVD-29 / RIALTO Ol1AD / 1929 ADJ.i APPR. DATE APPROVED BY: ROBERT G. EISENBEISZ. PUBLIC WORKS DIRECTOR CITY ENGINEER. RCE 54931 DATE FOR:/ M CEwo 500�Np�Qi 0:\3400-3499\3428\STREET\SECTIONS\3428SECTION-02.dwg • • CITY OF RIALTO PARCEL MAP 19754 2 STREET IMPROVEMENT PLAN RENAISSANCE PARKWAY OF 4 SHEETS SECTIONS LLC ER SUTE 630. ___1PPD N0. 2453 PLAN No.