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Home My WebLink About3247-7WIDTH, W A STATIONING _ _ STATIONING A WIDTH, W _ r �v v c 0 U QI � V � 31 0 s v E! -o 00 t\ v vZ �� o I N m O Cj UVI TW v M 3 X v 0 0 m °' E Ea c 00 v o a /T 0 �Lo -,*,C:) 00 O N �- 00 i' 0 }Z w 00 STREET LD CASE CB NO. STATION WIDTH, W LOCAL DEPRESSION ELEVATIONS (FT.) A B C D E F G CITRUS A 9 53+00.24 21' 1395.72 1395.63 1395.98 1396.25 1395.78 1395.89 1396.49 CITRUS A 5 58+26.87 14' 1409.16 1409.10 1409.38 1409.67 1409.19 1409.34 1409.86 CITRUS A 4 65+22.36 21' 1424.03 1423.98 1424.49 1424.80 1424.05 1424.22 1424.99 CITRUS A 8 65+52.07 14' 1424.83 1424.79 1425.13 1425.44 1424.85 1425.02 1425.63 CITRUS A 7A 78+81.58 14' 1453.12 1453.06 1453.36 1453.65 1453.15 1453.23 1453.77 CITRUS A 1 78+85.17 21' 1453.11 1453.05 1453.50 1453.79 1453.14 1453.30 1453.98 CITRUS A 7 85+95.88 14' 1468.51 1468.47 1468.82 1469.13 1468.52 1468.70 1469.32 WALNUT B 2 10+93.04 14' 1451.29 1451.02 1450.99 1451.24 1451.52 1451.53 1451.48 `WALNUT A 3 10+99.96 14' 1451.03 1450.92 1451.06 1451.28 1451.12 1451.22 1451.45 LOCAL DEPRESSION ELEVATIONS NOT TO SCALE TOLL FREE -qqmmw' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT L C L C L =LENGTH OF FLARE W - MAXIMUM OFFSET DISTANCE }� 2 L X DISTANCE ALONG BASE LINE IF STATION OF RADIUS POINT IS NOT Y = UI((: } GIVEN ON PLAN, TANGENT DISTANCE = Y = OFFSET FROM BASE LINEZW T MAY BE IGNORED T TANGENT LENGTH TAN C� = L R = RADIUS OF NOSE 0 = MAXIMUM FLARE DEFLECTION ANGLE T - `� IAN OFFSET Y, mm DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES, AMERICAN PUBLIC WORDS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER REVISION DESCRIPTION lffl'� X, m L, m W, mm 3.0 10' 4,5 15' 6.0 20' 7.5 25' 9.0 30'1(40'1(45' 12.0 13.5 15.0 1(50' 18.021.0 60' 70' 22.5 (75' 24.0 I_Q80' 27.0 27.(90')100' 30.0 WL=1:5 7.5 1500 240 540 960 1500 (50') (55') (60') 21.60 3.60 .4 7.20 9.00 10.80 25' 5' (0.80 1.80 (3.20'h 21.6 72' 6' (12') (18' 24' 30' 36') 42' 48' (54') 15.0 3000 120 270 480 750 1080 1920 2430 3000 15. 5 18.00 20.25 22.50 24.75 -2-7.00 50' 10' 0.40' 0.90` 1.60'} 2.50' 3.60' 6.40' 8.10' "10.00'1 75' (82.5' 90' 36.00 3.00 6.00 WL=1:10 15.0 1504 60 1135 240 375 540 960 1215 1500 10' (20' 30' 40')S0' 60' 00` 5` 0.20' 0.45' 0' . .80 1.25` 1.80' 3:20' 4.05'} 5.00' 15.0 18.7 22.50 26.25 0.00 33.75 30.0 3000 30 68 120 188 270 480 608 750 1080 1470 1688 1920 2430 3000 100' 10' (0.10').. 0.23' x}.40') 0.63' 0.90' (1.60' 2.03 2.50' (3.60 4.90' 5.63 (6.40 8.10` 10.00' WL=1:15 13.5 900 44 100 178 278 400 711 900 9.84') 10.00') 300 51 206 464 825 45` 3' G.15') 0.33' 0.59' 0,93' 1.33' 2.37' 3.00') (0.17) (0.69') 1.55') (2.75') (4.13') (5.50') (6,88') 22.5 1500 27 v0 107 167 240 427 540 667 960 1307 1500 2700 3094 3375 75' 5 0.09' 0.20') (0.36')0.5G (1.69') 0.80' 1.42' 1.80' 2.22' (3.20') (4.36' 5.00' (11.81) (12.00') 00 27.0 1800 22 50 89 139 200 356 450 555 800 1089 1250 1422 1800 2.67' 90' (6' 0.07' 0.17' 0.3G' (0, 46` 0.67' 1.19' (1.50' 1.85' 2.67' 3.63' 4.17 (4.74 6.00' 000 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES, AMERICAN PUBLIC WORDS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER REVISION DESCRIPTION lffl'� ",rat, STANDARD PLAN PROMULGATED DA RDS PUBLIC WORKS RKS STASTANDARDS INC. MEDIAN FLARE METRIC GRE'CNSSOOK COMMITTEE .50 141-1 1984 12.00 13. 0 REV. 1396 SHEET I OF I I USE WITH STANDARD SPECIFICATIONS FOR P€ BLIC WORKS C:ONSTII UCTIONi MEDIAN OR BAY TAPER DETAIL NOT TO SCALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Y-2.25W(L)2 L=LENGTH OF TAPER W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE L, m REVISION DESCRIPTION lffl'� ",rat, M,.,= 1.50 3.00 4.50 6.00 .50 9.00 10. 0 12.00 13. 0 15.00 16.50 18.00 60') (5') 11.80 (10') .15' (20' (25'} (30' (35' (40') 45') (50') (55') (60') 21.60 3.60 .4 7.20 9.00 10.80 12.60 14.40 16.20 18.00 19.80 21.6 72' 6' (12') (18' 24' 30' NOT TO SCALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Y-2.25W(L)2 L=LENGTH OF TAPER W=MAXIMUM OFFSET DISTANCE X=DISTANCE ALONG BASE LINE Y=OFFSET FROM BASE LINE L, m I DISTANCE X, L/12 INCREMENTS, m 18.00 ' 1.50 3.00 4.50 6.00 .50 9.00 10. 0 12.00 13. 0 15.00 16.50 18.00 60') (5') 11.80 (10') .15' (20' (25'} (30' (35' (40') 45') (50') (55') (60') 21.60 3.60 .4 7.20 9.00 10.80 12.60 14.40 16.20 18.00 19.80 21.6 72' 6' (12') (18' 24' 30' 36') 42' 48' (54') 60' 66' 72' 27. 9 22.25 4,50 6.75 9.00. 11.25 13.50 15. 5 18.00 20.25 22.50 24.75 -2-7.00 {90') (7.5') (15 22.5') 30') 37.5' 45' 52.5' 60' 67.5' 75' (82.5' 90' 36.00 3.00 6.00 9.00 12.00 15.00 18.00 21.00 24.00 27.00 30.00 33.00 36.00 120' 10' (20' 30' 40')S0' 60' 70' 80' 9 d' 100' 11 Q' , 120' 45.00 3.75 7.50 11.25 15.0 18.7 22.50 26.25 0.00 33.75 37. 0 41.25 45.00 (150' 12.5'} (25') 37.5' (50'} (62.5') (75') (87.5') (100') (112.5' (125' (137.5') (150') W. OFSTY,mm 3000 47 188 422 750 1125 1500 1875 2250 2578 2812 2953 3000 (10') (0.16') (0.62) (1.41) 2.50'} (3.75') 5.00`) (6.25') (7.50') (8.59 (9.38') 9.84') 10.00') 300 51 206 464 825 1 38 1650 2063 2475 2836 3094 3249 330 (11.) (0.17) (0.69') 1.55') (2.75') (4.13') (5.50') (6,88') (8.25') 9.45') (10.31') (10.83) (11.00') 600 56 225 506 900 1350 1800 2250 2700 3094 3375 3-5-4-4- 3600 (12') (0.19') (0.75') (1.69') (3-00') (4.50') (6.00') (7.50') (9.00') (10.31') (11.25') (11.81) (12.00') 00 89 356 802 1425 2138 2850 3562 4275 4898 5344 5611 5700 19 0.30') (1.19' 2.67' 4.75') 7.13' (9.50') (11.88') Q4.25' 16.33'} 17.81' 18.70') 19.00' 6000 94 375 844 1500 2250 000 3750 4500 5156 5625 5906 6000 20' 0.31' 1.25' (2.81) (5.00') 7.50') (10.00') (12.50') (15.00' 17.19' 18.75') (19.69') (20.00' 930 98 394 88 15 5 2363 150 937 4725.: 5414 5906 6202 6300 21' 0.33' 1.31' 2.95' 5.25' 7.88') 10.50' (13.13) (15.75') 18.05 19.69') 20.67' 21.00' 6600103 928 1650 2475 3300 4125 4950 5672 6188 6497 6600 (22' 1412 (0.34) 1.38` (3.09' 5.50') 8.25).(11..00'),(13.75')1(16,50'),(18.9l),(20.62')(21.66),(22.00') MOTES: TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(� FOR THE PORTIONS AB' AND C'D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' IS A TANGENT. WHEN THE BASE LINE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVED BASE LINE, AND B'C' IS NO LONGER A TANGENT, DIMENSIONS3 SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTON SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. MEDIAN TAPE STANDARD PLAN METRIC GREENBOOK COMMITTEE 1984 140-2 REV. 1992,1996 SHEET 1 OF 1 USE W[TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION r ESS 030006 z m MEDIAN FLARE DETAIL NOT TO SCALE ABGVLWE 1131 W. 6th ST.,SUITE 350, ONTARIO, CA 91762 (909) 933-5225, (909) 933 -5228 -FAX Prepared Under The Supervision Of : Date :IX -7 4 QEcow) DQ4.wtKIG 0/07 CITY OF FONTANA, CALIFORNIA CITRUS AVENUE WIDENING IMPROVEMENTS DRAWN BY -CONSTRUCTION DETAILS SC RA NO SCALE DESIGNED BY. DATE:- KZ ATE:KZ TRk0,4VENUE 08/17/05 CHECKED BY:AP OVED DRAWING NO.: 7 /'.5 /2 -1 b 3247 SF CITY ENGINEER R.C.E. 51152 DATE: 37