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HomeMy WebLinkAbout3872-50�• W r - _1.150 ■e�� soul 9+00 TRACT BOUNDARY Rw olo 10+00 W PROP. Ff/W Z f„ U - =dl -0a ui LJJ PROP. R/W / lie N o. CURVE LA I ►1. LINE LENGTH MEMO LENGTH RADIUS . to I Igill, 226.21' s� 1 63'13'23" 2 75.96' 500.00' 38.06' 1 - 42.81' 25.00' • 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 11 187.00' 97.55 55'06'01" 6 -j` 223.00' 123.42' 57055'35" 7 78.70' 518.00' • 8.42'17" 8 73.23' 482.00' 36.69' 8042'17" IRVINE CA _ 92614 (949) 474-1400 DESIGNED BY: EMR BR4�C AVENUE 6 -LIFE A5 Noted DATE: s� � TM sUPMVLO oto OF. � FRO +97 TO 16+29.37 05-27-2005 .a? 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BRING yL.- \�pQ� OF C� `L z CHECKED BY: DRG A VE � DRAWING NO-.: � STANDARDS IN EFFECT. Z y - •lj•11 DONALD R. GORDON R.C.E. 24725 DATE D � A RI - RDO SAN VAL -CITY ENGINEER R.C.E. 5115 3872 ►;` 7 x ■e�� soul 9+00 TRACT BOUNDARY Rw olo 10+00 W PROP. Ff/W Z f„ U - =dl -0a ui LJJ PROP. R/W / lie N o. CURVE LA I ►1. LINE LENGTH MEMO LENGTH RADIUS . to I Igill, 226.21' s� 1 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 25.00' • 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 11 187.00' 97.55 55'06'01" 6 225.45' 223.00' 123.42' 57055'35" 7 78.70' 518.00' 39.43' 8.42'17" 8 73.23' 482.00' 36.69' 0 to j Lo z 11+00 N o. CURVE LA I ►1. LINE LENGTH MEMO LENGTH RADIUS . TANGENT I Igill, 226.21' s� 1 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 0 to j Lo z 11+00 N o. CURVE TABLE LINE LENGTH MEMO LENGTH RADIUS . TANGENT 1�! 1 226.21' s� 1 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 25.00' 28.82' 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 11 187.00' 97.55 55'06'01" 6 225.45' 223.00' 123.42' 57055'35" 7 78.70' 518.00' 39.43' 8.42'17" 8 73.23' 482.00' 36.69' 8042'17" IRVINE CA _ 92614 (949) 474-1400 DESIGNED BY: EMR BR4�C AVENUE 6 -LIFE A5 Noted DATE: s� � TM sUPMVLO oto OF. � FRO +97 TO 16+29.37 05-27-2005 .a? 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BRING yL.- 0 to j Lo z 11+00 M1 70 0 14+00 L N o. CURVE TABLE LINE LENGTH MEMO LENGTH RADIUS . TANGENT DELTA 1 226.21' 205.00' 126.17' 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 25.00' 28.82' 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 11 187.00' 97.55 55'06'01" 6 225.45' 223.00' 123.42' 57055'35" 7 78.70' 518.00' 39.43' 8.42'17" 8 73.23' 482.00' 36.69' 8042'17" IRVINE CA _ 92614 (949) 474-1400 DESIGNED BY: EMR BR4�C AVENUE 6 -LIFE A5 Noted DATE: s� � TM sUPMVLO oto OF. � FRO +97 TO 16+29.37 05-27-2005 .a? 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BRING yL.- \�pQ� OF C� `L z CHECKED BY: DRG A VE � DRAWING NO-.: � STANDARDS IN EFFECT. Z y - •lj•11 DONALD R. GORDON R.C.E. 24725 DATE D � A RI - RDO SAN VAL -CITY ENGINEER R.C.E. 5115 3872 ►;` 7 x mire M I Mal I ME MENEM sp mmmfi� M1 70 0 14+00 L I M ■", �rrrrrrr►ro 15+00 225.45' O.C. N o. CURVE TABLE LINE LENGTH MEMO LENGTH RADIUS . TANGENT DELTA 1 226.21' 205.00' 126.17' 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 25.00' 28.82' 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 11 187.00' 97.55 55'06'01" 6 225.45' 223.00' 123.42' 57055'35" 7 78.70' 518.00' 39.43' 8.42'17" 8 73.23' 482.00' 36.69' 8042'17" IRVINE CA _ 92614 (949) 474-1400 DESIGNED BY: EMR BR4�C AVENUE 6 -LIFE A5 Noted DATE: s� � TM sUPMVLO oto OF. � FRO +97 TO 16+29.37 05-27-2005 .a? 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BRING yL.- \�pQ� OF C� `L z CHECKED BY: DRG A VE � DRAWING NO-.: � STANDARDS IN EFFECT. Z y - •lj•11 DONALD R. GORDON R.C.E. 24725 DATE D � A RI - RDO SAN VAL -CITY ENGINEER R.C.E. 5115 3872 ►;` 7 x mire M I I M ■", �rrrrrrr►ro 15+00 225.45' O.C. F mile 0r-16 , 0 -0). _u4- NO` • •- N N d- c0 . . Luol NN N N NU � nn rf; O 0 0 0 0W ,2•aa o i' -2.21 SCALE: HORZ: 1" = 40' VERT: 1" = 4' S'LY TC STREET CONSTRUCTION NOTES 0 --CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF cj FONTANA STD. PLAN NO. 1003 \ -� , `ti ^� / \,� 2O --CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN ��/ �\ �'p�.�� p��°• ���� �\ No. 1015, WIDTH AND LOCATION PER PLAN CONSTRUCT 4" AC OVER 12" Min OF 95% COMPACTED NATIVE MATERIAL (D -CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. PLAN No. 1006 W 7�� s \ �� \ �� `` �G ID -CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN No. 104 (W=8.0') x� ♦ � 70 0 Ld '°��o� °°//��J ��,�' \ \ \ ►�� pQ • moo• // • ° s� / ��• PROP. 8 SW v •O° � SFO \ Q �O r DWG NO. 387 - -----j-oo-. co ,` , / co \ �d Zr) X 0) N o. CURVE TABLE LINE LENGTH CURVE LENGTH RADIUS . TANGENT DELTA 1 226.21' 205.00' 126.17' 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 25.00' 28.82' 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 11 187.00' 97.55 55'06'01" 6 F mile 0r-16 , 0 -0). _u4- NO` • •- N N d- c0 . . Luol NN N N NU � nn rf; O 0 0 0 0W ,2•aa o i' -2.21 SCALE: HORZ: 1" = 40' VERT: 1" = 4' S'LY TC STREET CONSTRUCTION NOTES 0 --CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF cj FONTANA STD. PLAN NO. 1003 \ -� , `ti ^� / \,� 2O --CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN ��/ �\ �'p�.�� p��°• ���� �\ No. 1015, WIDTH AND LOCATION PER PLAN CONSTRUCT 4" AC OVER 12" Min OF 95% COMPACTED NATIVE MATERIAL (D -CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. PLAN No. 1006 W 7�� s \ �� \ �� `` �G ID -CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN No. 104 (W=8.0') x� ♦ � 70 0 Ld '°��o� °°//��J ��,�' \ \ \ ►�� pQ • moo• // • ° s� / ��• PROP. 8 SW v •O° � SFO \ Q �O r DWG NO. 387 - -----j-oo-. co ,` , / co \ �d Zr) X 0) N o. CURVE TABLE LINE LENGTH CURVE LENGTH RADIUS . TANGENT DELTA 1 226.21' 205.00' 126.17' 63'13'23" 2 75.96' 500.00' 38.06' 8042'17" 3 42.81' 25.00' 28.82' 98007'05" 4 36.96' 25.00' 22.79' 84'42'12" 5 179.83' 187.00' 97.55 55'06'01" 6 225.45' 223.00' 123.42' 57055'35" 7 78.70' 518.00' 39.43' 8.42'17" 8 73.23' 482.00' 36.69' 8042'17" 0 r- Lfi O CN a 011 0 06 41 J�j �O FO O _ ; ti ` �- _ . .. _ .;.. ..:_.-_.. ,,. .�. .. ���' .. `K /_cam •- ���_`- ;� __�__. fr BRIARCLIFF AVENUE STA 7+97.94 TO STA 16+29.37 REV. REVISION DESCRIPTION BENCHMARK Q' O SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a*-OORP DI*W 6637 : m EXIST. 24� RCP 00 00 DWG NO 1 2 / V SNT 20 OF 3 o� / ^� SD EASEMENT RsVISION NO• ©�'i o' io' z RE AWING � owe- A, F6WAt YUfLU THESE REAO'idD [�i�ili WS PREPARED, IN Acls AS+�i 0 G1 �►1"�5 1 I4G . PART, on nit= sty of u��t�4 o�oMPf�a Asrro / q3 OZ P f 7P,j1 +6H Me. , �• 23a FURNISHED BY OTHERS. T"S ENONEEA MLL PLOT BE cn . N GRAPHIC SCALE cn 0 20 40 80 160 z Q IN FEET) CD RANGH'o G uGA rw�NGp► t+ °t l7 3o Ia�st�e�.E FOR �r ERROt �sR:� wwcat HAVE BEEN Od"P�►� tt� :n0a�tl�a AS N o. LINE TABLE 1 inch = 4o it~ LINE LENGTH BEARING 1 267.43' SO4'58'242PE 2 20.11' N59'29'30"W 3 241.72' NO3'43'53"E 4 5 26'.43' 24 i.72' N04058'24"W S03043'53"W 6 7 241. 72' 267.43' S03043'53"W S04058'24"E cn . N GRAPHIC SCALE cn 0 20 40 80 160 z Q IN FEET) CD RANGH'o G uGA rw�NGp► t+ °t l7 3o Ia�st�e�.E FOR �r ERROt �sR:� wwcat HAVE BEEN Od"P�►� tt� :n0a�tl�a AS 1 inch = 4o it~ w P� o�� : C9oq) 46� - 6371. A RESULT T - _ N O DATE ENGR. CITY DATE SHOULD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALINIA T - OI COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALF� FESS QRC I0�9 VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS STREET IMPROVEMENT PLAN 00 O z SURVEYORS LAND PLANNERS DRAWN BY. AMN SCALE: 0 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, o rn 17801 CARTWRIGHT ROAD _ TRACT 14244 U) THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 024725 Exp.12-31-05 IRVINE CA _ 92614 (949) 474-1400 DESIGNED BY: EMR BR4�C AVENUE 6 -LIFE A5 Noted DATE: s� � TM sUPMVLO oto OF. � FRO +97 TO 16+29.37 05-27-2005 .a? 0 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BRING yL.- \�pQ� OF C� `L z CHECKED BY: DRG A VE � DRAWING NO-.: � STANDARDS IN EFFECT. Z y - •lj•11 DONALD R. GORDON R.C.E. 24725 DATE D � A RI - RDO SAN VAL -CITY ENGINEER R.C.E. 5115 3872 ►;` 7 x